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HomeMy WebLinkAbout08-0359 thru 08-0368 151 - 198 Meadowview Ln Plans If 2" strip cut out of N 2 x 6 Mitered to fit Tight & Toenail into sses. Fire Caulk Edges es it is not Tight. OR If 2" Strip Cut Out of 4" ' OS B Miter Cut to tight, screw & glue to OSB sheathing. Ridge Vent Block Off Within 5 Feet of Common Fire Caulk Edges if Fit is not Rated walls. Typ. All Units. Tight. w. Timberlake Village Apartments 4-23-09 Building Plans have TRW Architecture Chtd. to,er, reviewed and approved This drawing a part of original A4.01 Document i\h Construction Subject Field Inspection —�—of L) AR-1710 3� Cat=�A L(,4;Ot+€ l ytT �." fume Watson Prom: Tom Williams[trw@trwarchitecture.com] Sent, Tuesday, February 17, 2009 12:30 PM To: Duane Watson; 'Dwaine Thomson' Subject: TIMBERLAKE PATIO CEILING Attachments: UNRATED PATIO CEILINGS Stamped 16 A4 04.pdf Duane: attached is a clarification of your question earlier this morning. Seems that the entry rated stair ceiling 13/A4.04 was also referenced to the patio ceilings and the patio ceilings do not need to be rated as far as I can see. Reference to detail just added 16/B 4.04. Note: we are also providing fire sprinklers on the patios. Any question or comments please call. I apologize if this has caused any undue confusion and work. Tom Building Plans have teen reviewed and approved ��► All Construction Subject r4m11% To Field Inspection A r c h i t a c t u r ® Z Idaho,Nevada,Arizona,Wyoming,Utah,New Mexico,Texas Page�of TRW Architecture Chtd. 2 C Thomas R.Williams Date Architect-Commercial-Residential trw@trwarchitecture.com 1509 Robert 4102 Boise,Idaho 83705 tel:208-275-8904 Lo fax:208-275-0004 Ahvars have nrr latest info l ant a si:natare like this? No virus found in this outgoing message. Checked by"G. Version:7.5.552/Virus Database:270.10.25/1957-Release Date:2/17/2009 7:07 AM UGENSED - AR-1710 !n'Q it N13�S t-7 fl�. (� WILLI" / �2X BLOCKING `t / 2X BLOCKING V\KKAV- 2X NAILS t`•` 2X NAILS IL �, 5/8' TYPE Y, FIRE,J \_- METAL FACTORY KNISH 1 5/8' TYPE 'X' TAPED, TYP. @ l 5/8' TYPE `X' SOFFIT W/VENTED SECTIONS GYP. BD. EXTERIOR SNARED GYP. BD. 0 6'-0' O.C. (TYP) STAIR/ENTRIES r' 7/I6' TYP, O.S.B. SHEATHING 3/8' MIN. OSB SHEATHING' \ W/ FACTORY FINISH -- VINYL SIDING TYP. i METAL COVER(TYP)_j' r UNIT SIDE PATIO SIDE UNIT SIDE STAIR SIDE PATIO CEILING FRAMING DETAIL FRAMING DETAIL @ EXT. STAIR TYP. NTS 8 4.04 base 02-17 09 TIMBERLAKE APART NT GA-600.2006 FIRE RESISTANCE DESIGN MANUAL 127 FLOOR-CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5512 GENERIC 1 HOUR GYPSUM BOARD,PARALLEL CHORD WOOD TRUSSES FIRE CEILING: Base layer 1/2" type X gypsum wallboard or gypsum veneer base applied perpendicular to wood trusses 24"o.c.with 11/4"Type S drywall screws 24"o.c. Face layer 1/2" type X gypsum wallboard or gypsum veneer base applied perpendicular to trusses with 17/8"Type S drywall screws 12"o.c. and 11/2"Type G drywall screws 12" o.c.placed 3"back from either side of end joints.Joints offset 24"from base layer joints. TRUSSES: Chord and web members fabricated from 2 x 4 lumber with 20 gage steel connector plates having a minimum tooth length of 5/16".Plate design values based upon a safety factor of 4.Trusses have a minimum depth of 12". r FLOORING:19/32"T&G plywood with exterior glue applied at right angles to top of trusses Ceil ing Approx. eng with 6d common nails 6"o.c. Plywood end joints staggered 48". i Weight: 4 psf �. FI v Fire Test: FM FC214-1 hour,7-6-78 /4- t'i „o otNG ' GA FILE NO. FC 5513 GENERIC 1 HOUR LIGHTWEIGHT CONCRETE,PLYWOOD,WOOD I-JOISTS, FIRE GYPSUM WALLBOARD Base layer 1/2" type X gypsum wallboard applied at right angles to minimum 91/2" deep wood I-joists,with minimum 1114"deep x 11/2"wide flanges and minimum 3/8"webs,24" j ( o.c. with 15/a" Type W or S drywall screws 12" o.c. Face layer 1/2" type X gypsum wallboard applied at right angles to I joists with 2"Type W or S drywall screws 12"o.c. Ij at intermediate I-joists, 8" o.c. at end joints, and 11/2" Type G drywall screws 8" o.c. placed 6"back on either side of end joints.Joints offset 24"from base layer joints.Wood I-joists supportin /a"plywovdwittrlong-edgesT~&T3°apptied at right angles to I-joists I with 8d common ails. 11/r,tligl t gfit;congjlr poured over plywood. Approx. Ceiling beer reviewed and approvod � Weight: 5 psf Fire Test: FM J.I.2C9Q7.AC,9-29-78, 'I FM Design FC-268 All Construction Subject To Field Inspection Page Of �I GA'Fi E NO' PROPRIETARY* 1 HOUR FIRE WOOD TRUSSES,WOOD STRUCTURAL PANELS,GYPSUM FLOOR TOPPING,RESILIENT CHANNELS,GLASS FIBER INSULATION,CEILING DAMPER,GYPSUM WALLBOARD i One layer 5/8' proprietary type X gypsum board or gypsum veneer base applied at right ` angles to resilient furring channels 12" o.c. with 1" Type S drywall screws 8" o.c. Gypsum board end joints attached with screws 8" o.c. to additional pieces of channel 60"long located 3"back on either side of end joint. Resilient channels applied at right ` angles to 18"deep parallel chord wood trusses 24"o.c.with 11/4"Type S or W screws. Glass fiber or mineral fiber batt or loose fill insulation applied directly over gypsum O board. Trusses supporting 23/32" wood structural panel subfloor, long edges T&G, applied at right angles to trusses with construction adhesive and 6d ring shank nails 12" I" o.c.Either 3/4"gypsum floor topping or 15/32"wood structural panel underlayment applied over .subfloor. Optional ceiling damper(refer to manufacturer for information on the type of damper). Approx. Ceiling Weight: 3 psf V PROPRIETARY GYPSUM BOARD Fire Test: UL R3501,OONK42686, ' tv ..Qnal Gypsum Company - 5/a"Gold Bond®Brand FIRE-SHIELD CTM 8-16-01, Gypsum Wallboard UL Design L558; UL R5698,4-11-01 *Contact the manufacturer for more detailed information on proprietary products. 11�� C 11�1 a� 11�14�0 Architectures s January 28,2009 Kelly: Here is what you sent me,copied and pasted in the body of this letter. My �N� comments are in blue type font. Tom,as we discussed,the 6x6"square duct prohibits crossing of the fire sprinkler and plumbing main line in the floor joist space.J M Mechanical contacted the City !:TV-4 �g Mechanical Inspector,Jarrod Bordi,to verify the Code jurisdiction for combustion air.We were directed to the International Fuel Gas Code. Section 304.11.1 Two opening method,one communicating with in 12"of the top and one communicating within 12"of the bottom,of the enclosure shall be provided.The opening shall communicate directly or by ducts,with the outdoor or spaces that communicate with the outdoors. The lower openings are pulling combustion air from the crawl space via a vertical opening in the floor. The requirements for this application are I sq inch per 4000K Btu input. In all applications we are using a 6"round duct giving us a surplus sq inches of 15.77 Sq inches in the 2 bedroom units and 12.02 sq inches in the 3 bedroom and town house units. Skip down to where communicating with the outdoors through horizontal ducts,each opening shall have a minimum free area of 1 square inch per 2000 Btu per hour of total input rating of all equipment in the enclosure. The 2 bed room units are 50k BTU input. The free square inches are 25 or 2 4"round with a total free area of 25.13 square inches. In the three bedroom apartments and 3 and 4 bedroom town homes we have 65K BTU input water heaters. The required square inches are 32.5 square inches with 3 -4"Ducts we achieve 37.69 square inches or an excess of 5.19 square inches_ hellv' il'1 it'll understalldilt_thi, corrcct: Vertical Air: 131i tlnll� h:l�c�t►I.: I31 t` :tit, it)i;1()t1stiolI stir pk:r the code trout ttic cnm-I i\,IlicaI) i, re�lttireti to be I-her 4000 131 1 . thereti)re the need i 12.5 sq- in. G"1Z" 1 o��nhilusc and tbt, :t like Unity ltal'e (.�1� E3`i"t' and ett3tbtt,titlst air 1rut;t eras+1 (Xcrtieal) k rctlitircILl to F pLn-4 00 13-11' a, x%cll: thcrcti,re the nee�1 iti Ef�.'S sal. in. Build°ng Plans have TRW Architecture Chtd. bF,en reviewed and approved ? 1509 S.Robert St. Suitc##102 Boise,Idaho 83705 All Construction Subject Phone:208.275•8904 Fax:208.275.0004 To Field I ns Pe 3t` Bred Ardtitect•Idaho•Nevada•Arizona•%villing•Utah•New Mexico*TetaS Date 2 Oq 1' Arch itactu ra In all Cast` a 0 rttlii d 2% 27 a; K. i l`:in4 LEu:d. ? 1 'r:1�'r, :`•ii.t{: t'1, .; :It: met?ti 1ned. IIciriyonial Air: ? Ifli unks We 50K 131 L. aitfl Ctniilni5ori ail'(per ihr code thorn Ihi CIxvl ihoiirolitaI I k rtLluh d to fit. I..per'2000 131 U.tI►tretiue lh r1:Cd i, 25 ,q if i, 3 & 4 M. I o\\rilumw and flab ile unity ha\e 65K 1111 and:olnhll 6011 air floin craw l Olori.,olltal) in required to 1" per TAN, 1i` : ;is \ct11, thtretin, the need i, ,tl. in In all the ease of the 2 !YR I 2 -t- rt uml. 2514 sy Ili k htin;_ nwd and e\eeed� to min. rerld. of 25 al, in In Ow ewe at: ItR. and ; S. •1 B.R. Fot.%nhorll,' unit.: -4" rruntk: ?- tieing wad anti t\tetds to min, ret:Id. o1'_'.5 -.q. in, Kolb: Mh the a,MnmP17111 that the code i,heirs ' :itltf in?erprcted correetl\, I al?l Ill airtt'ille:l? tlix t\li"a? \oil 1,11,01u0>t i"zlccelilahle, i his-,peak, onl} to file Combustion ai? 3?ttalit air area x1d dice, not nial:e anf r;A`cl%:n,ie :�, Cl fire ratin'S, iil-a',,.Illhl\'that these al'e a start of. I am Am sculding thi,Imst a ni:i hlitl cal ion,uhanl too r \i.:\t. ;uid do r10t ;:\Pei t anti-' diltt !-Cllt I:ndillu-, if the tilde, 1►a\'t Worproed corrooQ. As jim kilo\1', the inechanieal anginur Owl Ad lily 1)rt&l lilt, gone ou- ofllll,ilit»�o \tom are l.�iDZ2 another engri1CCr it, Iovk o\ei"fair,houlder and to t6th t\p,'.of i1tle�fh�i1>. He:t R'L% urd, Iron \\ illiii111- font+% tip; I t'ot %\ord hack, troni a li ech:imeal tn'Itleer. Ili,\ helic\e 1ou, incibotl \lt>rh, a, long a. be O1'iMg A c"ifulow tihiiing to ilhel;lll . 2 in 2 tam 3 A? otit and so oll. \ppro\ed 1-9-_009 Ilu+nla, R 1\ illi,ull� TRW Architecture Ghtd. "�" � vr�✓ 1509 S.Robert St. Suite#102 Boise,Idaho 83705 Phone:208-275.8904 Fax:2US.275,0Ctt1d Ci iOW s NGARt3 Registered Architect•Idaho•Nevada•Ar'rmna-Wyoming•Ulah•New t4ic%kd ea ^ •----•-.... ZA . Duane Watson From: Scott Rivas[SRivas@dci-engineers.com] Sent: Tuesday, January 20, 2009 5:37 PM To: Tom Williams Cc- Duane Watson; Kelly Harmon;Jamie Davies; Chris Collett; Doug Crowther Subject: RE:T Lake parking switch I checked the grading for ADA cross-slope and that should be fine. Scott Rivas, P.E., LEED ®AP �. Project Manager 11, �0 ,4�� o 9 G'104T14 4� 601 W.Riverside,Suite 600-Spokane,WA 99201 P:509A55.4448-D:509.227.6920-F:509.455.7492 sri:ras ^i-enaine-rs.com•t,r:°a_CiCi-encnes- .corn Voted"Best Firms to work For'-2005•2006.2007 Bellevue.Everett•Spokane•Portland-San Diego-Austin From:Tom Williams [mailto:trw@trwarchitecture.com] Sent:Tuesday,January 20, 2009 3:57 PM To: Scott Rivas Cc: 'Duane Watson'; 'Kelly Harmon'; 'Jamie Davies; 'Chris Collett'; 'Doug Crowther` Subject: T Lake parking switch Scott do you see any problem with this.?? Attached is a sketch that shows the HC parking location change to align with the HC units.The fire hydrant and utilities are in place and net parking is that we lose 1. Per ordinance we exceeded the parking minimum of the city already by 17. Tom Architecture Idaho,Nevada,Arizona,Wyoming,Utah,New Mexico,Texas TRW Architecture Chtd. Thomas R.Williams ,4rchitect-Commercial-Residential 0 P'. rU�'11 �pA°oVCd Y' '�'a °n s trw@trwarchitecture.com P /t)S it(� 1509 Robert#102 ,qe Oct,- 6 Boise,Idaho 83705 tel:208-275-8904 . fax:208-275-0004 I hre;•c lime rut•Itr7ccct i;rf r ��� Iti:rrt rr�r ,<n li ^•tl__.__lr:' ``_,�:. 1 Cam' s 1% :{. .. Access�te � P n 1% SOW • ! L S//�� relocate 1 HC par i .� 41 �Q o} Saps 4% — ��Mdk L M ti L oca � norma y 38'--4I 6 Foc 1 - Acgessible ng '% dingy % 00 t - • I 1 - 1 4 UILD ING 300 1 L------------ 4224 0 and i Max =< :r.+ 'La ding 1% .,, Slope T A H E 4 T . o 4 - 0 a ing-1% din 1% i 'M x t" npe X ng 2�_5» �x \ ° 1 ding 17 Max ��M x FAJ<<,s. I 0 00 ' I00 0 . to d s as -eS N O z ( CD �b C H � b ` b cl I m 00 1 h �- ! ,610 Pagel of 2 Kelly Weeks - FW: Timberlake Drainage VE From: Duane Watson<Duane@villagebuilders.us> To: "kweeks@tfid.org" <kweeks@tfid.org> Date: 12/31/2008 12:47 PM Subject: FW: Timberlake Drainage VE ..............._... ............ From: Tom Williams [mailto:trw@trwarchitecture.com] Sent: Wednesday, December 31, 2008 10:12 AM To: Duane Watson; Kelly Harmon Subject: FW: Timberlake Drainage VE From: Scott Rivas [mailto:SRivas@dci-engineers.com] Sent: Wednesday, December 31, 2008 10:09 AM To: Tom Williams Subject: FW: Timberlake Drainage VE Scott Rivas, P.E., LEED ®AP Project Manager INIM"D C I �! 601 W. Riverside,Suite 600•Spokane,WA 99201 P:509.455.4448•D:509.227.6920•F:509.455.7492 srivas@dci-engineers.com•www.dci-engineers.com Voted"Best Firms to Work For'-2005•2006-2007 Bellevue•Everett•Spokane•Portland-San Diego•Austin From: Kelly Harmon [mailto:kelly@villagebuilders.us] Sent: Tuesday, August 19, 2008 2:49 PM To: Scott Rivas Subject: RE: Timberlake Drainage VE Thanks Scott Kelly Hannon Village Builders LLC From: Scott Rivas [mailto:SRivas@dci-engineers.com] Sent: Tuesday, August 19, 2008 3:39 PM To: Kelly Harmon Cc: Chris Collett Subject: Timberlake Drainage VE file://C:\Documents and Settings\techsis\Local Settings\temp\XPgrpwise\495B69FBTFCIT... 1/2/2009 Page 2 of 2 Kelly, Here are the changes that can be made to the infiltration galleries to eliminate the 36" diameter pipe. Keep in mind that going deeper will create a bigger whole and the site is tight(property lines, new buildings etc.). Pond A—Change depth of gravel gallery (detail 2/C7.2)from 5' to 8'. Pond C—Change depth of gravel gallery(detail 2/C7.2)from 5' to 7'. D ' Pond D—Change depth of gravel gallery (detail 2/C7.2)from 5' to 7'. Pond E -Change depth of gravel gallery(detail 2/C7.2)from 5' to 8'. The 36" pipe will be deleted from Detail 2/C7.2 but the 10" perforated pipe will remain. Let me know if you need anything else. Scott Rivas, P.E., LEED ®AP Project Manager D C I 601 W.Riverside,Suite 600-Spokane,WA 99201 P:509.455.4448-D:509.227.6920-F:509.455.7492 srivas@dci-engineers.com-www.dci-engineers.com Voted"Best Firms to Work For'-2005-2006-2007 Bellevue-Everett-Spokane-Portland-San Diego-Austin No virus found in this incoming message. Checked by AVG. Version: 7.5.552/Virus Database: 270.10.1/1869-Release Date: 12/30/2008 12:06 PM No virus found in this outgoing message. Checked by AVG. Version: 7.5.552/Virus Database: 270.10.1/1869-Release Date: 12/30/2008 12:06 PM file://C:\Documents and Settings\techsis\Local Settings\temp\XPgrpwise\495B69FBTFCIT... 1/2/2009 SO MECHANICAL PLANS A" FOR CHASE LOCATIONS 3/4" GYP-CRETE OVER N 0�41!4S 3/4" T&G, OSB STURDI- FLOOR GLUE-NAIL FLOOR JOISTS 1 X BLOCKING BLOCKING Fire caulk all typical. -'7 4'Y9G INTER: G :F;?3 4'1RSG YAIFR •r:;:•ii.,.",�"".,-",-','.:i:•::_::F'..... ....... :•:-::-:ii ii�iii.iiciii:: .. ........ Cit: '* 2 WATER (2) LAYERS 5/8"--/ "Combined TYPE 'x' GYP. BD. Unobstructed Free Air Max. Required 37.69 sq. inches<, 1-HOUR RATED Unobstructed Min. worst case provided 66 sq. Inches. EXHAUST CHASE Per: Section 304.6 of the International Fuel Gas Code requires two F�" beenrevjewed Plans haveopenings,one high and one low, to the outdoors for combustion air. and approvedSection 304.11 of the IFGC exception#1 allows an unobstructed flooruction Subject Inspection joist space(in dwelling units only)to be used as a combustion air opening as long as only one fireblock is removed.The upper opening Page._____of is to be calculated at 1 square inch for every 2,000 btu.The floor joist 2 Date D cavity will provide enough space to satisfy this requirement. w Section 304.11 of the IFGC note#6 requires the upper boriz. combustion air ducts to slope upward to the source of combustion.The current design is for(3) four inch ducts to be installed in the floor joist cavity. Due to field conditions,trying to install these three ducts into the floor cavity and maintaining an upward slope to the outdoors may ern° be difficult. The floor joist cavity will still have to be sheetrocked as per plan to provide fire protection. In addition the cavities will have to be =7 . unobstructed. THovA S7R7k��o cu Unobstructed Air Intake Joist Space =NTSBase 6-4.04 Sheet RECEIVED FEB 2 5 2009 Arch i t LJ r (E3' CITY OF TWIN FALLS BUILDING DFPT, February 25, 200 Duane Watson to distribute to tlae City of Twin Falls: TimberlakeApartments: Ref:East Side Community Building,Fire damper in attic. Sheet M 2.16. I..,aundry Room Exhaust: The plan shows a:ceiling exhaust fan and with 2 fire da ipers.There is one at the rated ceiling and another shown in the attic out in the middle of aa�ttnrated attic area. The fire damper at the ceiling line meets the requirement while tile second one shown in the attic can be deleted as it is doing nothing near required by code. Toni Williams Building Plans have been reviewed and approved I -fig All Construction Subject i LARTo Field inspection -ir10 Page_---ot ' Date 71i��, �It1.It�N `t't2W Architecture Chtd. t�09 S.Robert t.Suite Mkt 02 r Boise.Idaho 83705 €hone:208.275.9904 Fax:208275MO04 N WIstcred Arcr4ted*Idaho-Nevada*Arimna I-"44'y)Ming 0 t?tah•Ne-w lexim•Texas �E I CIO j ' I i ASSUMED BASIS OF ELEVATION r 1 i I I BASS CF ELEVARON ON (;� �/ � Z Go I I W EXIS'77NG FIRE HIDRANT AT >• Ly W BOLT Y17H TAGYARKED O _38067 83(0.68I RE T BELOW CITY OF TWN FALLS DA7UM) !! /// � " 0 O—ri F Sffi+ I I I i GWP INV-dBOf 04 l /! // I f'd 15"CNP l / 4 J 1NV=3802.70 t� ICI 4" 'E / // ivy ------------�- --A 16 O ! I �' -- N 0'I4$Jt 281.40' I I I r - - -- -- - - AA$ u -- -- �— -- -- - \- Q - ,s STORM DRAINAGE NOTES: 1. STORM DRAIN PIPE SHALL BE PVC SDR35, UNLESS SHOWN OTHERWISE ON I r ' �........... — / / -----•"` I I ,� -"� I I ,x _:�:� I I /� -- �,•`� I I , � � i � THE PLANS. / I ♦4 1 1 -� t _ ' I 2. INSTALLATION OF ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE Ll oz I CITY OF TWIN FALLS STANDARD SPECIFICATIONS. I m v !/ /+ao ' 2+10 MEADOWVIEW LANE 3F00 ,G 3+bo i N 03'98'Ems .�- -� -.f- -� - T- 1-1 -- — — -- I 1 d IN00D331E386.41' _ &; --- ------------�- ----_ £ r -- _ — -g-W � / g ` E,-W- - -w-----w- -W-- --w- WT -----W- W -' ' 15 N -I_ N— — —— — — ——--- — —— — ——�——— — — ym REFERENCE NOTES: (2)NEW DETENTION POND PER DETAIL 1/C2.0. o ` ° / ®NEW BERM BETWEEN PONDS PER DETAILI/C20. L I ` 13 I I OHP / OHP OHP OHP- / HP OHP I I ' / n(• IE —/�—_ II to-- ———————————-- ——————————————— — ---__ ------- -r----- ——————— — ——— — -- _ U/ S om I I J' ti�4 z z � z �F ui O L,i F i Cn L I w 0 � gz � ui W X TOP OF BERM 24' 16' - r++ m POND BOTTOM FLAT A �_�{ TOP Of BERM S GRAVEL SHOULDER TOP OF BERM NEW ROAD 4.1 SLOPE 0.5 4:1 S'�PE> 2' 4' 4:1�SLIOPE 4:1 SLOPESI— MAX MAX —I— 1, 4:1 SLOPE I VARIES PER PLAN O SECTION A-A GRAVEL SHOULDER NOTE: I L li TA VERTICAL DIMENSIONS SHOWN IN SECTION A-A ARE TO BE MEASURED AT THE LOWER END OF THE DETENTION POND.THE ELEVATION OF THE POND 15. BOTTOM WILL BE 1.5 FEET LOWER THAN THE EDGE OF THE GRAVEL { SHOULDER AT THE LOWER END OF THE POND. 4 PLAN \�E DETENTION POND EQG15TEq� SCALE: NIS m 10 OF I 9MONA.S�\ Z ( REVISIONS: Approved for Construction GRAPHIC SCALE n n n 00 010 201 SUN 0 2 M DRAWN AI'F' 05R0/0B I IN FEET CHECKED: JOB NO: 1 inch= 20 fi CONTRACTOR NOTE Crty Englrteertng kept o� �-47-04I I SHEET NUMBER: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT III C2.0 VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER I _. UTILITIES ARE SHOW AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY sHEETnne OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO STORM DRAINAGE BEFO CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL BUSINESS DAYS j PLAN - TORE YOU DIG i II pP. .4,1 REFERENCE NOTES: m NEW ASPHALT PER DETAIL 1/C3.0 �z k)4 o o o I Iilll I 1 � � J Q MATCH EXISTING GRADE. p��� �� y o 0 v I ASSUMED BASIS OF ELEVATION Q v © NEW MANHOLE PER CITY OF TWIN FALLS STANDARD DRAWING M-1. Z<g- r o y a I I I SASS O ELEVADON ON �7 a (I EXIS77NG PRE HYDRANT AT �� / O NEW GRAVEL SHOULDER SEE DETAIL 1/C3.0 ►�w 3 I I ear KITH TAGMARKED g > ! J802-3f-78 I a m TRANSITION ASPHALT TO MATCH EXISTING GUTTER OVER LAST 5'OF Z yary 3806.83(O.6B1 FqT BELOW OTY OF TMN FALLS DATUM) / $ ;-'- NEW ROAD. o N o i 7 z n'cM / 2 a / _ ® RELOCATE EXISTING FIRE HYDRANT TO STA 0+85 RIGHT(SEE PLAN). W p _\ i I 6 nv 380a. W e / `« t rr 3 I R y,� fs'Cup J m g� Q RELOCATE EXISTING POWER POLE.COORDINATE WITH UTILITY COMPANY h� 4 EE s iV- 4s7 ,E NV-380270 1 / 1, -E MOM sT oN---- --- --` -. FOR NEW LOCATION. U< ) STA.3+4.I4o= ® NOT USED. A a$ STA.2+46 91 OFIlk I T I / ✓'f+�..':i I.. - T//t— N 07'4�-E 287.40' - - - - 77MBERLAKE APT. `., ® POSSIBLE DRY UTILITIES IN THIS AREA.CONTACT THE UTILITY COMPANY 1111 2, AND ENGINEER AS REQUIRED. ����41 RE y z / I -- -• -- ® NEW STOP LINE PER MUTCD. / I 61 I ,I s' /I I 11 J KIMBERLr OAo I J / I I 1 I ( ;I- I Q NEW STOP SIGN AND STREET NAME SIGN PER CITY OF TWIN FALLS us3o 5ra o+ 21 / I 1! I I Ij R' / STANDARDS. °EL=3B04.14 ! "',;. I +' + c I- 14• f / 4 f © NEW 6'IRRIGATION LINE. CAP AND THRUST BLOCK END OF IRRIGATION E t r I400 24G0 3r00 34 40 � `/ 1 / - fvrE!-1U• V/EVY L 7vE I 3+bp LINE AT STA 1+00. O -�_=L _ll �--•-�RR> _-_- -iRF�-- -1R �- 7/71.��.--�Rh— _ - 14' _ SSMN :l - _Q _'4' 1 I �� I © SERNCE NEW 2"ISR'BAC OF GRAVEL ON WEGATION SERVICE FOR ST SIDE AND 22BLE FUTURE EBAC�ONNEASTT. D _ -t SS 3S �S A.,I SS SS -'�^. SS— SIDE.SEE CITY OF TWIN FALLS STANDARD DRAWING I-4. ° I NDop73l'E J9S4r• > ----aa --4'!al ---- _ __ __ 2r ------ — � � 1 ILL-� I / � •• -- , •• - ------- ----�- ----- ® NEW 2'DOMESTIC WATER-SERVICE FOR POSSIBLE FUTURE W-1 EN I 12- DEVELOPMENT SEE CITY OF TWIN FALLS STANDARD DRAWINGD WF---- W--- -W --- --'.z --w------W- --F -- --may---t-I-W-- -- - SERVICE 5'BACK OF GRAVEL j _ - ---�W -� —w-- w-----w-�- wL -8�- -----wl-L--7wr-- W-- ----w-----w- -W--� � IV ! �� N -� © NEW 6"SANITARY SEWER SERVICE FOR POSSIBLE FUTURE n 37439'E <� 7 dN < yz73 DEVELOPMENT.END SERVICE JUST BEHIND RIGHT-OF-WAY LINE. SEE u �I CITY OF TWIN FAI.S STANDARD PLAN S-8.CAP AND MARK END OF O 5\ - •o QQQQ�� 2 1.3 v / d SE' P. -SWEET C4.0 1 {7, �"a I Y IX F.-R HIafw,Yr 11. ;� I R=50' p SERVICE WITH TEMPORARY STEEL POST. g 0 7M RO4EM IS li_ I \\ NP I , �*, '.- ® NEW 8'.SANITARY SEWER LINE PER PROFILE. U 3 lye I LO J I / II �'� a OHP—L OHP OHP OHP Wm / mt ® NEW CHEVRON ALIGNMENT SIGNS MUTCD WI-8 ALONG ROAD TAPER. Q 3 1 I II i HP HP � PLACE SIGNS AT 30'SPACING BEGINNING AT STA 2+50. O A ® NEW ROAD NARROWS SIGN(MUTCD W5-1)AT STA 2+75 OF TIMBER __- - LAKE APT.DRAWINGS. oCULHBTSZE g / I - ---- >, -- CONTRACTOR TO VERIFY DEPTH OF WATER LINES TO ENSURE REQUIRED uN o saVRE-a0050 ---1�-- �-YSZ � � AFTER CONTRACTOR TO COORDINATE ------------- 11 ------------ WITH CITY OF TWIFALLS ' ��s I to = J A K y �- -� m= w / pa I airr. A PLAN VIEW w •=zD' z 2 0 PROFILE VIEW WL 1'-20' HORIZ. .. A . 1'=4'VERT.Q. L•�• Q � s PW STA = 3+00 _ Q PW ELEV= 3799.25 NOTES: W p LQ A.D. _ -1.50 1.CONTRACTOR SHALL ADJUST ALL SURFACE FEATURES OF CO ) t o EXISTING AND PROPOSED UTILITIES VALVES,MANHOLES, -K= 66.67 ETC.)TO FINISHED GRADE. � foaoo'vC J Q ti ti z e Ln(n W U V 3810 ) - EXISTING ROAD Q� RNISHED GRADE AT CENTERLINE 77� 3805 w � EXISTING 64'UTILITY M I.D Xt EASEMENT TO REMAIN LIA w � NEW CULVERT EXISTING GRADE Uj m — Y 72'EASEMENT FOR NEW ROADS AND UTILITIES Z J800 -2.00% XT ROAD CENTERLINE INE 3795 — 2' t 4' 14' 2' w 8 SEWER 196 LF ® _ DATUM ELEV ^ 3780.00 8" SEWER 193 LF ® -C.50% V N 9' RT 2'�'MINUS LEVELING 64 MINUS LEVELING ^� "� "� "•� "� "� "� RIM EL= 3800.02, 3'ASPHALT COURSE COURSE TYP. LE. S= 3789.53' Z 5$ •' 2 �� .5X +00 2+00 3+00 —3+4340 3+00 —I 5. t'S III =2+46.91 I— — — —I I I -I DRAINAGE DITCH I-1 I 4:1 Ty 4:1 TYP Q�dY`" TYP - 9- I)¢'BASE COARSE N 10 O F OF Approved for Construction ON^ S�s/z,�et, NOTE SECTION SHOWN IS FROM STA 0+98.96 TO , 2+50 AFTER STA 2+50 PAVEMENT WIDENS(AS SHOWN)BUT CROSS SLOPE REMAINS 2.5%AND THE JUN 0 2 4W8 DITCH MAINTAINS A 1.5 DEPTH MIN. REVISIONS: City Engineedng Dept. GRAPHIC SCALE TYPICAL ROAD SECTION DRAWN BY: PATE: SCALE: NTS ( � ,) N`F 06/20/08 CHECKED: 101 N0: i inch- 20 fL DA8 ft-42-041 CONTRACTOR NOTE SHEET NUMBER: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT C3.0 VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER - UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEET nnE: OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 MEADOWVIEW LANE. SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO PLAN AND - CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL FAG BUSINESS DAYS PROFILE - BEFORE YOU DIG T VICINITY- MAP P� LA,4 K�\ _-� Vf L L - ........... Tl 1u M U n'pff" III J c i( b PROJECT LOCATION TVWN F 11 \,�,',3� IDAHO f�! r ( S uw . ...... I I j ................ ri amn.Ayaa ....._._ . doSm M. a 8 ,C N.rs. . ......... SYMBOL_ LEGEND PROJECT ACCESSIBILITY CODE ANALYSIS INDEX TO DRAWINGS S � E� INEO . �7 FINISH GRADE IN GROUP R,DIVISION I OCCUPANCY APARTMENTS CONTAINING FOUR OR MORE DWELLING UNITS, BASED ON 2003 IBC GO.01 COVER SHEET EXISTING ELEVATION NN DOOR NUMBER ALL DWELLING UNITS SHALL BE TYPE'8'DWELLING UNITS,EXCEPT THOSE REQUIRED TO BE TYPE OCCUPANCY TYPE Ioo.S� a'DWEuwc u4ttS. M-O.0 MECHANICAL LEGEND & ABBREVIATIONS OX WINDOW TYPE RHF6R'rOSI'I'HPL.AVSHHHrA1,01 FOR SPHOFICHUILDING RESIDENTIAL UNITS- R-2 I CO.0 CIVIL COVER SHEET TYPELOCATIONS: EXCEPTIONS: RESIDENTIAL OCCUPANCIES CONTAINING MORE THAN TWO DWELLING UNITS WHERE THE C1,O EXISTING SITE SURVEY - M-0.02 MECHANICAL SCHEDULES & DETAILS 1 1. WHERE NO ELEVATOR SERVICE IS PROVIDED IN A BUILDING,TYPE'B'DWELLING UNITS OCCUPANTS ARE.PRIMARILY PERMANENT IN NATURE. C2,0 EROSION CONTROL PLAN - M-2.10 BUILDING 2222 HVAC PLAN GRID LINE REVISION BUILDL\DROOM FLATS -1-(6)UNIT BUll,DLVG NEED NOT BE PROVIDED ON FLOORS OTHER THAN THE GROUND FLUOR. M-2.10.1 BUILDING 2222 HVAC PLAN A -- (2)2•BEDROONI FLATS .J�O 2. A MULTISTORY DWELLING UNIT NOT PROVIDED WITH ELEVATOR SERVICE IS NOT TYPE OF CONSTRUCTION: V-B C3.O GRADING PLAN MAIN LEVEL A47 s.F. J•7 I REQUIRED TO COMPLY WITH REQUIREMENTS FOR TYPE'B'DWELLING UNITS, C4.1 STORM DRAINAGE PLAN M-2.11 BUILDING 2332 HVAC PLAN KEY NOTE OTAL: 847S.P.FA. L 3. THE NUMBER OF TYPE'B'DWELLING UNITS PROVIDED IN MULTIPLE NON-ELEVATOR RE SPRINKLERED: YES;DESIGN BUILD SPRINKLER&ALARM,NFPA- 13R C5.0 UTILITY PLAN M-2.12 BUILDING 3223 HVAC PLAN DETAIL NUMBER (4)2-DEDROOMPLAT BUILDINGS ON A SINGLE SITE MAY BE REDUCED TO A PERCENTAGE OF THE GROUND M-2.13 BUILDING 4224 HVAC PLAN X ROOM NAME TOTAL EACH LEVEL:847 S.F. FLOOR UNITS THAT IS EQUAL TO THE PERCENTAGE OF THE ENTIRE SITE HAVING WALLS AND FLOORS SEPARATING DWELLING UNITS IN THE SAME BUILDING SHALL NOT BE OF LESS C6.0 MEADOWVIEW ROAD PLAN AND PROFILE SHEET NUMBER X` THAN I-HOUR FIRE-RESISTIVE CONSTRUCTION. M-2.14 BUILDING 322223 HVAC PLAN XX ROOM NUMBER SUMMARY FOR BUILDINGTYPF3223: GRADES,PRIOR TO DEVELOPMENT,THAT ARE 10 PERCENT OR LESS: BUT IN NO CASE C7.O NOTES AND DETAILS E SHALL THE NUMBER OF TYPE'6'UNITS BE LESS THAN 20 PERCENT OF THE GROUND C7.1 NOTES AND DETAILS M-2.15 BUILDING 323323 HVAC PLAN r_ {6)2 HP;UROOM FLAPS, 50A2 S.F. ATTIC SPACE PARTITIONS AND DRAFT STOPS: ELEVATION TOTAL OCCUPIED AREA: 5,n2SF. FLOOR DWELLING UNITS ON THE ENTIRE SITE. DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS,MANSARDS,OVERHANGS OR OTHER C7.2 NOTES AND DETAILS M-2.16 COMMUNITY BUILDING HVAC PLAN INTERIOR ELEVATIONS ,�" CONCEALED ROOF SPACES,AND SHALL BE INSTALLED ABOVE AND IN LINE WITH TENANT M-2.17 BUILDING COMM22 HVAC PLAN NNB SHEET NUMBER 10� 0 A.F.E. 1007 OF SITE IS AT A SLOPE OF 10%OR LESS. BUILDL\G TYPE 42k-2�(6)UNITBUILDINC AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE I V f P REFERENCE 4-BEDROOMTOWTTTOU9L c.ZIS) 1 BUILDING X 100%=1 OR 1 BUILDING IS REQUIRED TO BE OF A TYPE'B' ROOF SHEATHING ABOVE. A1.01 SITE AND ACCESIBILITY PLAN CONSTRUCTION. A1.02 LANDSCAPE PLAN P-0.0 PLUMBING LEGEND & ABBREVIATIONS MAIN LEVEL: 798SF. P-0.02 PLUMBING SCHEDULES & DETAILS UPPER LEVEL: 128SF L✓��' DRAFT STOPPING MATERIALS SHALL NOT BE LESS THAN 1/2"CYP.BU.,3/8'WOOD A1.D3 LANDSCAPE DETAILS EACH BUILDING AND STRUCTURE,AND EACH SEPARATE TENANCY WITHIN A BUILDING OR � SECTION 'I'0'14L. 1326 S.P.EA. STRUCTURAL PANEL,3/8"PARTICLE BOARD OR OTHER APPROVED MATERIALS ADEQUATELY P-2.1O BUILDING 2222 PLUMBING PLAN SHEET NUMBER STRUCTURE,SHALL BE PROVIDED NTH AT LEAST ONE ENTRANCE THAT COMPLIES WITH THE P-2,11 BUILDING 2332 PLUMBING PLAN ; 2•BEDIlO TAFLAT SUPPORTED OPENINGS IN THE PARTITIONS SHALL BE PROTECTED 8Y SELF-CLOSING DOORS A2.01 FLOOR PLANS TOTAL EACH LEVEL: 847 SC G. ACCESSIBLE ROUTE PROVISIONS OF CABO/ANSI A117.1. AT LEAST 50 PERCENT OF ALL WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. (2F222F) ENTRANCES SHALL BE ACCESSIBLE. P-2.12 BUILDING 3223 PLUMBING PLAN A2.02 FOUNDATION PLAN (2F222F) b SUMMARY FOR DIIILDING TYPE 4224: FIRE-BLOCKING SHALL BE LOCATED IN THE FOLLOWING LOCATIONS: P-2.13 BUILDING 4224 PLUMBING PLAN (2)TOWNTIOMES: 2,652S.F. TYPE'B'DWELLING UNITS: 1. IN CONCEALED WALL SPACES. A2.03 FLOOR AND ROOF FRAMING PLANS (2F222F) p-2.14R BUILDING 322223 PLUMBING PLAN f4)2 BEDROOM FLATS: 3,388SF. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES OF A DWELLING UNIT. 2. AT CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES, A2.04 EXTERIOR ELEVATIONS 2F222F 1� CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE M INCHES MINIMUM,EXCEPT AT 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN. ( ) P-2.14L BUILDING 322223 PLUMBING PLAN MAIN LEVEL TOTAL 3,2905.f. DOORS. CHANCES IN LEVEL GREATER THAN 1/2"IN HEIGHT SHALL BE ACCOMPLISHED BY 4. IN CEILING AND FLOOR OPENINGS. P-2.15L BUILDING 323323 PLUMBING PLAN UPPER LEVEL TOTAL: z750 S.F. A RAMP,ELEVATOR OR WHEELCHAIR LIFT Q A.D.A.UNITS. S. WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISHES. A2.11 FLOOR PLANS (4224) P-2.15R BUILDING 323323 PLUMBING PLAN �R TOTALOCCUPTRDAREA; 2x 12,080S.F. A2.12 FOUNDATION PLAN 4224 P-2.16 COMMUNITY BUILDING PLUMBING PLAN EXCEPTIONS: EXTERIOR WALL AND OPENING PROTECTION: ( ) - - BUILDINGTYPE2332.1-(8)UNIT'BUILDING 1. WHERE EXTERIOR DECK,PATIO OR BALCONY SURFACE MATERIALS ARE IMPERVIOUS, A2.13 FLOOR AND ROOF FRAMING PLANS (4224) P-2.17 BUILDING COMM22 PLUMBING PLAN (W I--� 2•BEDRWMFL4TS u- - I THE FINISHED SURFACE SHALL BE 4 INCHES MAXIMUM BELOW THE FINISHED FLOOR EXTERIOR BEARING WALLS-ONE-HOUR RATED CONSTRUCTION LESS THAN 5 FEET. NOT A2.14 EXTERIOR ELEVATIONS 4224 P-3.0 BUILDING 2222 PLUMBING ISOMETRIC �--{ \/ TOTAL EACH LEVEL, 8478.F.LA LEVEL OF THE ADJACENT INTERIOR SPACES OF THE DWELLING UNIT RATED ELSEWHERE. ( ) J A B R E V I A T I O N S 3-BEDROOM FLAT P-3.1 BUILDING 2332 PLUMBING ISOMETRIC :J' TOTAL➢ACTT LEVEL: 1025S.P.EA. CLEAR FLOOR SPACE: EXTERIOR NONBEARING WALLS-ONE-HOUR RATED CONSTRUCTION LESS THAN 5 FEET. P-3.2 BUILDING 4224 PLUMBING ISOMETRIC �- A 30"X 48'MINIMUM CLEAR FLOOR SPACE POSITIONED FOR FORWARD OR PARALLEL NON RATED ELSEWHERE. ,I A2.21 FLOOR PLANS (2332) A2.22 FOUNDATION PLAN P-3.3 BUILDING 322223 PLUMBING ISOMETRIC ARCHITECTURAL SUMMARY FOR DUILDING TYPE 2332: APPROACH SHALL BE PROVIDED AT EACH ACCESSIBLE OPERATING CONTROL. (2332) LL < CENTERLINE JAN. JANITOR (4)2 BEDROOM FLATS: 3,388S.F. OPENINGS ARE NOT PERMITTED LESS THAN 5 FEET FROM PROPERTY LINE. A2.23 FLOOR AND ROOF FRAMING PLANS (2332) P-3.4 BUILDING 323323 PLUMBING ISOMETRIC > PLATE JT JOINT (4)3 BEDROOM FLATS: 4,100SF. DOORS: P-4.1 BUILDING 2222 PLUMBING PLAN A POUND OR NUMBER THE PRIMARY ENTRANCE DOOR i0 THE DWELLING UNIT SHALL COMPLY WITH SECTION 4,13 FIRE-RESISTIVE REQUIREMENTS: A2.24 EXTERIOR ELEVATIONS (2332) KIT. KITCHEN MAIN LIEVFLTOTAI. 3,648 S.F. OF CABO/ANSI A117.1. W � CPPERLEVEL TOTAL: 3,648 S.F. THRESHOLDS SHALL BE 1 2 HIGH MAXIMUM. EXTERIOR BEARING WALLS: ELO ELECTRICAL SITE PLAN A.B. ANCHOR BOLT /" A2.31 FLOOR PLANS 2222 ACC. ACCESS8LE LAB. LABORATORY 'I'0'I'ALOCCUPIEUAREA: 7,t96S.f. ONE-HOUR FIRE-RESISTIVE CONSTRUCTION LESS THAN 5 FEET ( ) E1.1 COMM, BLDG. LIGHTING PLAN y ACOUS ACOUSTICAL LAM, LAMINATE KITCHENS; INTERIOR BEARING WALLS: A2.32 FOUNDATION PLAN (2222)_ E1.2 COMM. BLDG. POWER AND TELECOM PLAN BAILDINGTVPE2222.2•(8)UNTfBUILDING A2.33 FLOOR AND ROOF FRAMING PLANS 2222 E1.3 ELECTRICAL PLAN COMM22 A.D.A. AMERICANS WITH DISABILITY ACT LAN. LAVATORY CLEARANCES BETWEEN ALL OPPOSING BASE CABINETS,COUNTER TOPS,APPLIANCES OR NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE, 2-BEDROOAf FLAT -.3 WALLS EXTERIOR NONBEARINC WALLS: ( ) ' AA. AREA DRAIN L.M.B. LIQUID MARKER BOARD TOTAL EACH LEVEL 847S.F,< I WALLS WITHIN KITCHEN WORK AREAS SHALL BE E MINIMUM. A EACH X 48"MINIMUM NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE A2.34 EXTERIOR ELEVATIONS ADJ. ADJUSTABLE /L CLEAR FLOOR SPACE SHALL BE PROVIDED AT THE SINK AND AT EACH APPLIANCE. (2222) �,✓'- AF.S. AUTOMATIC FIRE SPRINKLER MAT. MATERIAL ry�9 I STRUCTURAL FRAME: - E2,1 ELECTRICAL PLANS 2 BEDROOM SUMMARY FOR DUILDMGTYPE 2222: NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE ALUM. ALUMINUM MAX, MAXIMUM TOILET AND BATHING FACILITIES: ANOD. ANODIZED M.B. MACHINE BOLT (8)2 BEDROOM FLATS: 6,7765.F. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR � PERMANENT PARTITIONS: A2.41 FLOOR PLANS (322223) E2,2 ELECTRICAL PLANS 2 BEDROOM ACESS. APPROX. APPROXIMATELY M.C. MEDICINE CABINET ANY FIXTURE. NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE A2,42 FOUNDATION PLAN (322223) E2.3 ELECTRICAL PLANS 3 BEDROOM W i ASB. ASBESTOS MECH. MECHANICAL MAIN LEVEL TOTAL', 3,388SF. SHAFT ENCLOSURES: E2.4 ELECTRICAL PLANS 3 BEDROOM TOWNHOUSE UPPER uvELTQTnt: 3JAAS.F. { ONE-HOUR FIRE-RESISTIVE coNsiRucnoN REomafio. A2.43 FLOOR AND ROOF FRAMING PLANS 322223 E2.5 ELECTRICAL PLANS 4 BEDROOM TOWNHOUSE (D � W ASB. ASPHALT MET, METAL EXCEPTIONS: ( ) AVE AVENUE MFR MANUFACTURER TOTAL OCCUPIED AREA:2 x 13,.552 S.F. L WHERE A 30"X 48"MINIMUM CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM, FLOORS: A2.44 EXTERIOR ELEVATIONS (322223) (n MIN. MINIMUM BEYOND THE ARC OF THE DOOR SWING. NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE SO, BOARD MISC. MISCELLANEOUS BUIIAINGTVP63233n-00)UNEI BUILDING ROOFS: E2.6 ELECTRICAL PLAN 2222 •,O @LOG BUILDING M.O. MASONRY OPENING 3-BEDROOM TOW'NIMUSE �•?I,II CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES.THE CLASS B OR BETTER ROOF ASSEMBLY A2.51 FLOOR PLANS (323323) MAIN LE Ai 798S.FV'J' EXTERIOR DOORS AND WINDOWS: E2.7 ELECTRICAL PLAN 2332 � BLVD BOULEVARD LATERAL DISTANCE FROM THE CENTER LINE OF THE WATER CLOSET TO A BATHTUB, A2.52 FOUNDATION PLAN 323323 �- UPTAL: EL: 3725F. NOT PERMITTED LESS THAN 5 FEET ( ) E2.$ ELECTRICAL PLAN 2F222F W : BOT.. BOTTOM N.I.C. NOT IN CONTRACT LAVATORY OR WALL SHALL BE 18"MINIMUM ON ONE SIDE AND 15"MINIMUM ON THE OTHER SIDE. A2.53 FLOOR AND ROOF FRAMING PLANS 323323 TOTAL: 1,170 A.R.EA. BSMT BASEMENT N0. NUMBER PARALLEL APPROACH: ( ) E2.9 ELECTRICAL PLAN 4224 2-BEDROOM FLATS DWELLING UNIT SEPERAnONS: B.U. BUILT UP N.IE NOMINAL 1. 56"MINIMUM,MEASURED FROM THE WALL BEHIND THE WATER CLOSET A2.54 EXTERIOR ELEVATIONS 323323 E2.10 ELECTRICAL PLAN 322223 / N.T.S. NOT TO SCALE TOTAL FACIE LEVEL: R47BF.EA ONE-HOUR FIRE RESISTANT CONSTRUCTION ( ) CAB. CABINET 3-NF:DR(X)MFL.4T 2. 48"MINIMUM,MEASURED FROM A POINT 18"FROM THE CENTER LINE OF THE WATER 'I E2.11 ELECTRICAL PLAN 323323 i TOTAL BACIT LEVEL: 1025S.F.E.4. CLOSET ON THE SIDE DESIGNATED FOR THE INSTALLATION OF GRAB BARS CEM. CEMENT OBSC. OBSCURE 3, VANITIES OR LAVATORIES LOCATED ON THE WALL BEHIND THE WATER CLOSET ARE A2.61 FLOOR PLANS (COMM22) CLC CEILING O.C. ON CENTER PERMITTED TO OVERLAP THE CLEAR FLOOR SPACE E3.0 ELECTRICAL DETAILS .. _ C.O. CLEAN OUT O.D. OUTSIDE DIAMETER S13 IARYFORBUILDINGTYPE323323: A2.62 FOUNDATION PLAN (COMM22) - (2)3 BEDROOM TOWNHOUSE 2.340 S.F. FORWARD APPROACH: COL COLUMN O.H. OPPOSITE HAND A2.63 FLOOR AND ROOF FRAMING PLANS COMM22 CONC. CONCRETE OFF. OFFICE (4)2 BEDROOM FLATS: 3,388S:N. 1. 66"MINIMUM,MEASURED FROM THE WALL BEHIND THE WATER CLOSET (COMM22) E4.0 ONE LINE DIAGRAM CONST. CONSTRUCTION O,S.E ORIENTED STRAND BOARD (4)3 BEDROOM FLATS: 4,100S.P. 2.. 48"MINIMUM,MEASURED FROM A POINT 18"FROM THE CENTER LINE OF THE WATER A2.64 EXTERIOR ELEVATIONS (COMM22) E41 ELECTRICAL SCHEDULES CONT. CONTINUOUS CLOSET ON THE SIDE DESIGNATED FOR THE INSTALLATION . N OF GRAB BARS - CORR. CORRIDOR P.A. PUBLIC ADDRESS MAIN LEVEL TOTAL 5,4405.F. 3. VANITIES OR LAVATORIES LOCATED ON THE WALL BEHIND THE WATER CLOSET ARE A3 CSK COUNTERSUNK PL. PLATE .O1 ENLARGED FLOOR PLANS �s L'PPPR LFVF.I.TOTAL: 4.488 S.F. PERMITTED TO OVERLAP THE CLEAR FLOOR SPACE C d-- PLas. PLASTIC TOTALOCCUPIED.4RE4: 9,828S.F. I A3.02 DOOR, FINISH, AND WINDOW SCHEDULES AND DETAILS ' ! DEL. DOUBLE - PLYWD PLYWOOD DEPT DEPARTMENT PR PAIR BUll,DL\'G TYPE 3t22t3-(10)UNIT BUILDING DET. DETAIL 3-RIIDROOMTOWNHOUSE u-5� ? A4.0.1 BUILDING SECTIONS & DETAILS D.F. DRINKING FOUNTAIN R. RADIUS MAIN LEVEL: 798 S.F. A4.02 BUILDING SECTIONS & DETAILS ! I 1]PPER LEVEL: 372 S P. UTA. DIAMETER R.D. ROOF DRAIN A4.03 WALL SECTIONS (•'�t. F r 1 DIM. DIMENSION REC. RECESSED I°T.^L' 1,17°3F.R^• A4.04 FRAMING DETAILS 2-BEDROOM FLATS ON DO WN REFRIG. REFRIGERATOR b n r + TOTA DWG DRAWING REINF. REINFORCED L EACH LHVPh 847 S P.EA RED. REQUIRED { 62.01 FLOOR PLAN (COMMUNITY BUILDING) All Cone!nlct EA, EACH - RM ROOM SUMM ARY FOR BUILDING IYPH322223: EI.F.M. EXTERIOR INSULATED FINISH SYSTEM R.O. ROUGH OPENING (2)3 BEDROOM TOWNITOUSC 2,340 S.F. B2.02 FOUNDATION & ROOF FRAMING PLANS (COMMUNITY `E To fl^::d lnS� .Ton ELEC. ELECTRICAL (8)2 BEDROOM FLATS: 6776S.F. � BUILDING) t I O�! _ ELEV. ELEVATION S.C. SOLID CORE 4 pa90- cT--...I f E.P.B. ELECTRICAL PANEL BOARD SH. SHELVES MAIN LEVEL TOTAL' 4,984S.F. � B2.04 EXTERIOR ELEVATIONS (COMMUNITY BUILDING) �l UPPER LEVEL TOTAL: 4,132 S.P. 1 �._.....� EW EQUAL SHE SHEET TOTAL OCCUPIED 9,116S.F• B4.01 SECTIONS & DETAILS (COMMUNITY BUILDING) I C E.W.C. ELECTRIC WATER COOLER SHTHG SHEATHING .- , EXISH. EXHAUST SHWR SHOWER BUILDL\G TYPE CO_NMGN1TYMANAGER-(1)CAJ �r� , EXIST. EXISTING SIM. SIMILAR BUIIDINC �'°/ :) ----- EXP. EXPANSION S.M. SHEET METAL EXT. EXTERIOR S.M.S. SHEET METAL SCREWS 3-REOROQM MANAGER 1,14A S.F. - - SPEC. SPECIFICATIONS COMMUMTY 1,189S,F. CONTACTS 1 . M " C. Added N o t e, F.D. FLOOR DRAIN S.S. STAINLESS STEEL SUNUARYFORBUILDLNGCObLMUNITYNIANAGER: F.E.C. FIRE EXTINGUISHER CABINET STOR. STORAGE r FIN. FINISHED STRUCT. STRUCTURAL TOTAL OCCUPIED Typical Note: International mechanlcalmCode 307.2.3 for oil in the unit HVAC sytems,nd FL. FLOOR S0. SQUARE MAIN LEVEL TOTAL: 2,337S.F. OWNER MECHANICAL around all electrical boxes on rated walls.7-18-2008 trw F.O. FINISHED OPENING SUMP. SUSPENDED TIMBERLAKE VILLAGE LIMITED PARTNERSHIP ELKHORN ENGINEERS,P.LL.C. F O.C. FACE OF CONCRETE SYM. SYMMETRICAL -_ 4110 EATON AVE., SUITE A 545 N.BENJAMIN SUITE p165 F O.F. FACE OF FINISH '2 67 FIRE CAULK T Y P I C A L F O.M. FACE OF MASONRY T&G TONGUE AND GROOVE BUII.DINGTYPFCOMM22-(1)UNl'f BUILDING r J CALDWELL,IDAHO 83607 BOISE,IDAHO 83704 F.OS. FACE OF STUD T.B. TACK BOARD (bMMTIMTY BUILDING 1,0763.F.v, PH: (208)459-8522 FAX: (208)459-9692 pH:(208)955-0555 FAX: 955-0999 END* FOUNDATION T,O.C. TOP OF CURB "10'I;AL: 1,076S. ARCHITECTURAL FT FOOT OR FEET T.O.P. TOP OF PAVEMENT 2-BEDII FLATS ELECTRICAL I Per Twin Fals Building Department'Typical Fire caulking of all edges,penetrations and around all , TOTAL EACH LEVEL: 847 S.F.EA TRW ARCHITECURE CHTD. FARREN ENGINEERING,INC. - T.O.S. TOP OF STEEL el 7-IA-WAR GAUGE T.O.W. TOP OF WALL 1509 S.RUBERi ST,SUITE 102 600 W.CURLING DRIVE rW CALV. GALVANIZED TYR. TYPICAL STIMM.ARY FOR BUILDING TYPE COMM122: BOISE,IDAHO 83605 BOISE,IDAHO 83702 C.B. CRAB BAR (1)COMMUNITY 1,076S.F. PH: (208)275-8904 FAX: (208)275-0004 PH: (208)429-1309 FAX: 429-1308 {{ BLOCKADE"Fire-hated In#nonencent GYP. GYPSUM U.B.C. UNIFORM BUILDING CODE (4)2BLDROOMFLATS: 3,388S.F. GENERAL CONTRACTOR Acrylic Latex Sealant GYPBD GYPSUM BOARD U.O.N. UNLESS OTHERWISE NOTED CONSTRUCTION { 1 N9AINLEYELTOIAL Village Builders LLC. na+�nsmmcaaWu�ix s uR. URINAL z77usF. MANAGEMENT 40 W.3800 N. H.B. HOSE BIBB UPPER LEVEL TOTAL: 1,694 S.F. COMMUNITY DEVELOPMENT INC. Hyde Park,Utah 84318 .p H.C. HOLLOW CORE V.C.T. VINYL COMPOSITION TILE "1'0'I'Ah OCCUPIRD ARRA; 4,4643.F. CHRIS COLLETi 1 al tq tr sl a_- b tl PH: (435)563-1700 fAX:(435)563-1414 4110 EATON AVE., SUITE A I j P °'iS°^=•Eac° j . „`"F,"*')„fr HDW'D HARD WOOD VERT. VERTICAL R.d^olo,rn, �, HDWE HARD WARE VEST, VESTIBULE CIVIL CALDWELL.IDAHO 83607 H.M. HOLLOW METAL APPROXIMATE PROJECT TOTAL SQ.FT.43,785 SQ.FT. DCI ENGINEERS PH:(208)459-8522 FAX: (208)459-9692 r ', HORIZ, HORIZONTAL W/ WITH 601 wEST RIVERSIDE SUITE 600 - HR HOUR W.C. WATER CLOSET THESE SQUARE FOOTAGE NUMBERS ARE APPROXIMATE SPOKANE,WASHINGTON 99201 ' HT HEIGHT WD WOOD OF OCCUPIED AREAS OF THE BUILDING PH:(509)455-4448 FAX: (509)455-7492 W/O WITH OUT 1 L0. INSIDE DIAMETER W.P. WATERPROOF INSUL. INSULATION W.R. WATER RESISTANT j INT, INTERIOR WT WEIGHT 1 INN. INVERT N1F.LDFD W1RF.FABRIC - --- Ixx raN u H/Dci ?r.l m $ o ZJ,� o•H o � � o N TIMBERLAKE VILLAGE i Za��U o riz�s� Da AFFORDABLE HOUSING APARTMENT COMMUNITY zom� WOP2 A TWIN FALLS ID Ulu? A �U SECTION 14, T. 10 S., Re 17 E., B.M. ZONING: C-1 H) C C C Q IL ABBREVIATIONS U ACP Asphalt Concrete Pavement EQUIV Equivalent P Power ADD'L AMIN not EVC End of Vertical Curve PC Point of Curvature AD Area Drain EXIST. PN Post Indicator Valve ADJ Adjacent ID Floor Drain PP Power Pole r ANSI American National Standards Institute FDC Fire Department Connection PL or It Property Line FDN Foundation PSF Pounds Per Square Foot Hiawatha VJay U v APPROX. Apprezimate(ly) e — Carrousel Cir:✓ 0 PSI Pounds Per Square Inch y C * 3 FFE Finish Floor Elevation Navajo Cir Y7 ARCH Archilect(urel) 1 v Y FH Fire Hydrant Pi Point of Tangency 3' p_. CoChise l:ir e L 3 BLD6 BuildiASSY ng FL Flanged PVC Polyvinyl Chloride �ElIZOkT9()T w1Vl� BM Benchmark FLR Floor PA Pont of Vertical Inflection _ BNDRY Boundary ON. Quantity RAD(R) Radius GENERAL CONSTRUCTION NOTES: BtrcAbrU9A ' FOC Face of Curb Safe g F.S. Finished Surface BOW Bottom of Wall(at finished grade) FT(') Foot(feet) RCP Reinforced Concrete Pipe Sagebr Ish Di BVC Beginning of Vertical Curve Cypress L't CN Cable N FIG Footing REF RRD eference 1.THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES. APPEARANCE ON THESE PLANS, i E o: ' CdeG Curb and Gutter G Gas Main HOWEVER,DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE UTILITIES AND/OR . G GB Grade Break READ. Required SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED PRECAUTIONARY MEANS TO LOCATE AND PROTECT ALL CB Catch Basin RET Retaining EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL 4th Ave£ CC Concrete Curb GM Gas Meter ROW Right of Way MEET AT THE JOB SITE WITH REPRESENTATIVES OF THE UTILITY DISTRICTS OR COMPANIES AND OTHER OWNERS WHICH MAY HAVE _ Paintbrush Dr = i _.o m CD Concrete Drive GIRD Grade EXISTING FACLIIIES AND TO DISCUSS THEIR PROTECTION. t" v 'ftti to Ln rr SHT Sheet Ironwood Ave a CF Cubic Feet(Foot) GV Gate Valve HE Hose Bibb SIM Similar2.THIS.PLAN MAY NOT SHOW ALL EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO CONSTRUCTION, — Cl Cast Iron SPEC Specification(s) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES.CALL THE UNDERGROUND UTILITY LOCATION SERVICE AT ,r; at.Aan e St 3 ' CJ Construction Joint HOPE High Density'Polyethylene - - - - _ a (H) Horizontal __SfA._.. Station... . .. .. .. _.. ... ....... "(208)467-8944A MINIMUM OF HORIZ 48 HOURS PRIOR TO EXCAVATION BEFORE YOU DIG. ANY CONFLICTING UTILITIES SHALL BE RELOCATED - - - ¢• CL - Class SQ Square PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACILITIES. - @ Center line HT Heigh 4' D HYD Hydrant S.F. Squore Feet 3.THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE _ a COP Concrete d Metal Pipe y 3800 odh Rd - ID Inside Diameter SS Sanitary Sewer CONTRACTOR AT THE JOB SITE DURING ALL WORKING HOURS. y h:imbeN Rd CONC. Concrete r 30 o. I.E. Invert Elevation SD Storm Drain CONST. Construction SM Standard 4.CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR AND EQUIPMENT TO CONSTRUCT AND INSTALL PROPER WORKING ORDER,THE CPEP Corrugated Polyethylene Pipe IN(") Inch(es) DESIGN SHOWN,AS DETAILED OR CALLED OUT IN THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE - - - Inv Invert TOE Tow of Wall,or Slope FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS CONTAINED IN THE STANDARD SPECIFICATIONS. CTR Centered) T Telephone Wire CY Cubic Yard IRR Irrigation Water a PROJECT: LOCATION O TBM Temporary Bench Mark 5.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS)IN ACCORDANCE WITH THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES Unnamed Street a DCVA Double Check Valve Assembly ISPWC Idaho—Standard for Public Works Construction MUTCD AS REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC,A TRAFFIC PLAN SHALL BE PREPARED AND SUBMITTED TO THE c,tln n LB "Pound(s) T.C. Top of Curb ( ) "nron h 'D rIl DDCV Double Detector Check Valve ENGINEER FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. - acrfrc R DEPT. Department LOPE Lined Corrugated Polyethylene Pipe TG or RIM Top of Grate a'rroad - —` W DEF Detail LF linear Feet TEMP. Temporary 6.WHERE NEW ASPHALT JOINS EXISTING,THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT Q MAPL Material TOP Top of Slope EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND CITY OF TWIN FALLS �' r z _ D.I. Ductile Iron SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION V MAX Mind— TOW Top of Wall DIA(0) Diameter AND THE JOINT SEALED WITH GRADE AR-40OW PAVING ASPHALT. Uj MFR Manufacturer TV Television Wire Wright Ave 3 DIM Dimension MH Manhole VC Vertical 7.ALL TESTING TO BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND CITY OF TWIN FALLS 2 Q DS Down Spout DWG Drawing MIN. Mechanical Joint VC Vertical Curve SPECIFICATIONS AS RECOMMENDED BY CITY OF TWIN FALLS FOR ROADS STANDARDS AND FOR SEWER AND WATER. ,rya MIN. Minimum VERT(V) Vertical THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL ALL DEVIATIONS FROM VI C I N Ir1�Y MAP N oC LL z EC Electrical Conduit Misc. Miscellaneous WM Water Meter THE ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUCTION INCLUDING LOCATIONS,INVERTS,AND DEPTHS OF UTILITIES ECC Extruded Concrete Curb N North(ing) w/ With SHOULD BE CLEARLY MARKED ON THE RECORD DRAWINGS. t (#) Number Wr Weight NOT TO SCALE EL= D NO g evotion 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT,MUD,AND OTHER CONSTRUCTION DEBRIS WHICH MAY ACCUMULATE ON w 0 COP Edge of Pavement OC On Center WWF Welded Wire Fabric PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. CLEANING SHALL BE ON AN'AS NEEDED" O/W Oil Water YD Yard Drain BASIS USING SWEEPING OR WATER PRESSURE AND WATER CANNOT WASH DEBRIS INTO EXISTING SWALES. CONTRACTOR MUST PROTECT Q LEGEND ALL EXISTING FACILITIES FROM DIRT/DEBRIS. 10.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND STORM PIPE TOP OF WALL/TOE OF WALL £95.6 CITY OF TWIN FALLS SPECIFICATIONS. z 192d� SHEET INDEX 11.ALL APPROVALS AND PERMITS REQUIRED BY CITY OF TWIN FALLS SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF fr J NEW&EXISTING CATCH BASINS CONSTRUCTION. ABSENCE OF THE PERMIT MAY RESULT IN AND IMMEDIATE SHUT DOWN OF WORK AND POSSIBLE REMOVAL OF THOSE --- _ ����////��J ITEMS CONSTRUCTED WITHOUT THE PERMIT. COVER SHEET-- --CO-0 W ^ W d9w SLOPE INDICATORS 3.1 2.1 J NEW&EXISTING DRYWELLS t� C"'k'i ��l 12.IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT—OF—WAY,THE CONTRACTOR SHALL NOTIFY THE CITY AND OBTAIN ALL THE EXISTING SITE SURVEY------------------- C1.0 �yJ m REQUIRED APPROVALS AND PERMITS. sates RIP RAP EROSION CONTROL PLAN— ---------- C2.0 O STORM MANHOLE !) Yet O 13.A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF TWIN FALLS CONSTRUCTION INSPECTOR PRIOR TO THE START OF _-----_ -- = CONSTRUCTION. GRADING PLAN C3.0 Y SANITARY sExTx PIPE SS SS� FILTER FABRIC FENCING 14.DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED 75%OF MAX. ALLOWED DEFLECTIONS,PER MANUFACTURER'S RECOMMENDATIONS. STORM DRAINAGE PLAN —-- C4.0 W �yq SSW 15.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL UTILITY PLAN C5.0 J /^� • SANITARY SEWER MANHOLE lJ OR O RAIN WATER LEADERS(RWL) TIMES. MEADOWVIEW LANE PLAN AND PROFILE C6.0 CO 16.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER AND CITY OF TWIN FALLS DETAILS C7.0—C7.2 Q WATER MAINS —W—————W————— CLEANOUTS(CO.)SS,AND RWL • ENGINEERING DEPARTMENT. 17.PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF TWIN FALLS CONSTRUCTION rx .._...,...----� —..a..._._t.-._...T INSPECTOR. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS FIRE HYDRANTS(NEW AND EXISTING)AND FDC • INTERCEPTOR AND BIo-SWALES DETERMINED BY SUBSEQUENT TESTING AND INSPEC110NS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY CITY OF TWIN FALLS FOR THE REWIRED INSPECTIONS. WATER METERS CEMENT CONCRETE u LL WATER VALVES ~ t000.00 o6 COORDINATES,&HEADERS FITTINGS WITH THRUST BLOCKS 4- ��—" `� Y STUBBED&PLUGGED LINE LL SURFACE WIR AND PIPE DIRECTION FLOW � � —� _ CONCRETE CURB ARCHITECT ENGINEER EXISTING CONTOUR LABELS —(asT)—'' TRW ARCHITECTURE DCI ENGINEERS 1509 S.ROBERT ST.SUITE 102 601 W.RIVERSIDE,SUITE 600 - 5\OVAL EyG, CONCRETE CURB&GUTTER PHONE:ID 83705(208)275-8904 CONTACT DAMON SMITH,P.E. o WA 99201 G\STEgfQ PROPOSED CONTOUR LABELS —�fin FAX: (208)275-0004 OR SCOTT RIVAS PHONE: (509)455-4448 - ,_� r FAX: (509)455-7492 5) 55 T.G NEW ASPHALT/CONCRETE PAVEMENT " „`.,,, � EXISTING SURFACE ELEVATIONS F.d F.S - SEWER WATER 'NON A•.SVI'` O 9TP OF CITY OF TWIN FALLS CITY OF TWIN FALLS PA55 /775�355T G1Re INLET�C ® - CONTACT: ROBERT VANOSTRAND CONTACT: MIKE SCHROEDER FINISHED SURFACE ELEVATIONS / PHONE: 208)735-7270 PHONE: (208)736-1540 DRAINAGE SWALE FAX: (208)736-2296 FAX: (208)736-1500 EMAIL rvo®tfld.org EMAIL, mschroed•tfld.org REVISIONS: i POWER PHON IDAHO POWER OWEST DRAWN BY. DATE' BELL RAPIDS ROAD PHONE (800)244-1111 a JJS 12/21/0'1 HAGERMAN,ID 83332 CHECKED: JOB NO: PHONE: (208)837-4859 EMERGENCY&OUTAGES CONTRACTOR NOTE °� mER: mat SHEET NUMBER: (800)488-6151 ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT C O O VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE—CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY (800)626-4950 SHEET TITLE: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO COVER CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. Qt;lCALL TWO BUSINESS DAYS SHEET BEFORE YOU DIG ----- -- —I cA d J � q �i- B ---- --- --- ---------- -- 06 u a w I U z li 15 I i I EASTWOOD SUBDIVISION IHASE 5 i Z° N I I _ W I I I Ac§ u I � I I I -------------------------I- - -I--1-- I- ---------- - I \ r-w____to"w---= =w----tew----1s"w-----w--��taw------W---- -- -- rl- - wr taw--- -v----��w - IW-----'W<---1&"W- -�-- .-M)v V ° I \ mow"--- VQ\---1aW---- -w----1aw-----w--.-1Anw...__._ _ � I OF TWIN FALLS TY SURVEY LEGEND _ J , ��� g ✓�y� \\ CIROADWAY AND UTILITY EASEMENT C PROJECT BOUNDARY O FOUND 5/8"IRON PIN OR AS NOTED a \ \\ `\ I I \\ \\\\\\ \\ BOUNDARIES FOUND 5/8"IRON PIN OR AS NOTED W - --W--- `�--- —�\ —_-- — _ 1\ —r,ll— ,— — N8s70'zo"W650..60'r-IRR-- iRR—= - IRR—— IRR-----IRR- JIR-----IRR--- —IRR= RR---- IRR-----1RR-- — ————— ADJACENT BOUND • \\ \ 1 I I — y--r y y EASEMENT LINE BRASS CAP MONUMENT CENTER LINE CALCULATED POINT RIGHT OF WAY ew POWER POLE --- EDGE OF PAVEMENT R METER L 0 WA TIE UT— UNDERGROUND TELEPHONE O 1111E REPORT EXCEPTION \ o OHP-- OVERHEAD POWER G g { \\ \\' �\ W— WATER LINE vry WATER VALVE o— CHAIN LINK FENCE ��-�� Q�Q FIRE HYDRANT \\ \\ \',-1 \ i 321 I I \\ \\ \\ x WIRE FENCE b`ya UT TELEPHONE RISER 13 II \ �1 _ \\ \\ _ EXISTING TREE NOTES 1. UNDERGROUND UTILITY LOCA77ONS SHOWN ON THIS MAP WERE III( \\ I I \\ { \\ \ \ OBTAINED FROM MEASUREMENTS TO THE MARKINGS MADE ON 3 \\ { \\ \ \\ THE GROUND BY THE UTILITY PROVIDERS AND THE TRUENESS O II 111 \ \\\ I \\ I \\ OF THE POSI710NS SHOWN ARE TO BE VERIFIED PRIOR TO CONSTRUCTION. U I \ \ 2. THIS PROPERTY IS IN ZONE "X"OF COMMUNITY- PANEL NO. 160058 005C, DATED MARCH 15, 1994, AREAS OUT SIDE OF uj THE 500 YEAR FLOOD PLAIN. v!� 7 0_ /WL J. IT IS UNKNOWN WHETHER EASEMENT RIGHTS FOR PUBLIC UTILITIES WITHIN THE VACATED STREETS, STILL EXIST. J 4. FIELD SURVEY CONDUCTED FEBRUARY 18, 2003 and MAY 10, 2003. J Q Ro \ \\y g88, / �Y �L \ 1 \ I \ \ REP Q Z \ ^^\\-- �- \\\ I N w 1_,L 3798------� � \ oZS- 1\\ 1 I I \ IW' rkY' \\ { ✓may \ 1 _ U J � � w III \\ 9P I I Po\\ UJ �, \\ •WELL\\ I a3 9 i ASSUMED BASIS OF BEARING m THE SOUTH LINE OF SECTION 14,T.10 S., Q 11 IIII \\ \\ 1 1 -40, I R.17 E.,B.M.BEARING S6911'56"E H s ~SON I O \ ! SURVEY PROVIDED BY: LL I ` \I-1 -EASTI \ 1 I ! EASEbiE _ I rA�,der on Surbe Grou , Inc.1 I \ 4 Land Sur�eA ng Services rc 1401 Sho eline Drive mend T 3 = I Bc'" Idabd M702 \\ \ I I "� I ti ((' )8881�7945 a. 7 DIE I I IT I I .\ I I I I illy SSUMED BASIS 1 L �/1T'O BASIS OF ELEVATION�N\ REVISIONS: I I I \ EXISTING FIRE HYDRANT AT \1 I I IIII \\ BOLT WITH TAGMARKED I�\ \ I \ 3802-31-78 I \ { GRAPHIC SCALE \-----3B05 ELEV-3806.83 I I I' I \ _ DRAWN BY: DATE: jib \ / I cos __ _ _ _ __ __ __ -- -- - _ CHECKED: @OI/01 \ ` _————_ _ /r —�— ( h FEET) CHECI�D: JOB NO: ° ` 1 inch= 90 ft DAS 06-42-04I —\— --- — ,�,I 1 -- CONTRACTOR NOTE 9HEETNUMBER; — _= ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT I"O — — — — — — — — — -� — — -_}- -- / 1 VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE CALL NUMBER KIMBERL Y ROAD \�o�� I ?D / I UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY GHEE 7ITLE: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 ___ / -J SImry1 �0.a) SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO EXISTING SITE t1413 CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. cnu FO Eu OU DI DAYSSURVEY — — — — BEFORE YOU DIG I \ III 1 i i i N� Q ~M o N } z oo r- v / o q o r L� Ln _ / EROSION CONTROL MAINTENANCE NOTES: o x o 0---------AIL------ ---- - L------ -----� L---- 7 CA NN \\ \ / 1. SEDIMENT BARRIERS SHALL BE INSPECTED IMMEDIATELY W4 AFTER EACH RUNOFF-PRODUCING RAINFALL AND AT LEAST z ti $ n •g a' �' -- -- E_ GREN TREE / / DAILY DURING PROLONGED RAINFALL 24 CONTINUOUS -_ == -'• / ��/ HOURS OR 48 HOURS IN ANY ONE WEEK. ~>�LL \ S --__- - --- fl---����°' ^-• - -=--A-�3 I °•� / 2. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT �vyj p 1.00 I s+w I 34 o - / // I OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. �-I'0' \ \ V) N N m N_ 3. SEDIMENT MUST BE REMOVED WHEN IT REACHES A HEIGHT OF 6 w \ V / / J \\ \ / INCHES UP THE BASE OF THE FILTER FABRIC BARRIER,OR THE I�< DEPTH OF THE CUTOFF DITCH OR THE SEDIMENT POND.ALL EROSION I - - - - -_-- - - - _ _ - _ CONTROL SHALL BE CHECKED AFTER ANY RAIN STORM. Q u ---------- - --- - -� - - - - - - -- - - - - /------ ------ - ------ --------- ---- 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER \ / / THE ESC STRUCTURE IS NO LONGER REWIRED SHALL BE I1Mi1 �\ 1` III N NI IIDRESSED TO I ` AND HYDRO/HAND O GRADE,RM TO THE EX.SEEDED AT THE SAME RATE AS THE POND. 5. ALL TEMPORARY AND PERMANENT ESC PRACTICED SHALL BE 1 MAINTAINED AND PREPARED AS NEEDED TO ASSURE CONTINUED PERFORMANCE R THEIR INTENDED FUNCTION, lT 1 Iw I II I I EASTWOOD II SUBDIVISION 4HASE 5 6. ALL TEMPORARY ESC MEASURES SHALL BE REMOVED WITHIN c u y 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED c II I I II I� I II M R AFTER THE TEMPORARY BMP'S ARE NO LONGER NEEDED. Q I I V p u TRAPPED SEDIMENT SHALL BE REMOVED OR STABIUZED ON SITE. a I II DISTURBED SOIL AREAS RESULTING FROM REMOVAL WITHOUT II u p PERMISSION OF THE ENGINEER OR INSPECTOR WHICH RESULTS I V I II IN CONTAMINATION OF THE DRYWELLS SHALL BE THE CONTRACTORS L-------------------------I-�- -- -L------- _ - ___ 1 _ SOLE RESPONSIBIUTY TO REMEDY. REMEDY MAY ENTAIL DRYWELL CLEANING _ _ --------- NG OR REMOVAL AND RECONSTRUCTION.77- ' - 1 \� i EROSION CONTROL NOTES: 1. AN EROSION/SEDIMENTATION CONTROL(ESC)PLAN \ / IS REQUIRED FOR THIS PROJECT. IMPLEMENTATION OF THE ESC PLAN,AND CONSTRUCTION,MAINTENANCE, t \ I - '•�. -CITY OF TWIN FALLS AND UPGRADING OF THE ESC FACIUTIES ARE THE l'ym _p \ � � gg 3g ROADWAY AND UTILITY EASEMENT RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL I J 1 15 OF sJ \ CONSTRUCTION IS COMPLETED AND ACCEPTED BY Q 111� --�--- I UT1uTY \\ I T THE CITY OF TWIN FALLS,OR UNTIL VEGETATION IS ESTABLISHED . \��� \\ � THROUGHOUT THE SITE,AND ACCEPTED BY THE CITY TWIN FALLS, \ x x ��. - NB97020 6�.80' WHICHEVER IS LATER. x.. 2. APPROVAL R THE ESC PLAN DOES NOT CONSTITUTE APPROVAL •.;.� ;•;•;•;•;•;!•;;,;,;_;.;_ ANY OF THE PROPOSED ROAD,STORM DRAINAGE,GRADING I FF R UTILITY DESIGN ELEMENTS SHOWN ON THE ESC PLAN. UTILII\� I - 37 -= '--=-= 3. THE EROSION/SEDIMENTATION CONTROL MEASURES SHOWN F�E�3794.74 III \ \•; I I I EASEME T I I I I I•� --- I ---- 'l =_3795.80 / ARE THE MINIMUM REQUIREMENTS OF THE ANTICIPATED SITE CONDITIONS THE CONTRACTOR SHALL INSPECT AND {{I1 II FFE=3795.38 ,•. TAIN THESE ESC MEASURES DAILY,AND SHALL MAINTAIN AND UPGRADE THESE MEASURES AS NECESSARY _ TO PREVENT SEDIMENT LADEN WATER FROM EITHER FLOWING 3795.88 l I \ e3794.05 OFF SITE,OR INTO NEW/EX.STORM DRAINAGE FACILITIES, Z II �)\ T O I .. - - - o _a o�� o / SUCH AS DRYWELLS,CULVERTS,R RAVEL GALLERIES. \ '' 'y 1 -' ' '' o o - o 4. CONTRACTOR IS RESPONSIBLE FOR INSTAWNG c I THE ROCK CONSTRUCTION ENTRIES AT ANY AND ALL �J (�. I LOCATIONS USED TO ENTER R EXIT THE PROJECT SITE. v r, L... 5. ANY ISTURBED AREAS,EXCEPT FOR POND BOTTOM 15 - - .. AND SLOPES,WHICH WOULD BE LEFT BARE FOR MORE - - - - THAN 7 DAYS AND NOT INTENDED TO BE REWORKED WITHIN IIII UTILITY x 30-45 DAYS SHALL BE SEEDED WITH A FAST STARTING NATIVE rO, II - - EASEM NT '- --- -_ � � DRYLAND GRASS SUCH AS ANNUAL RYE,R APPROVED EQUAL V - II II II FFE-3796 42 III --- 1 `II Imo. I I I I AT A RATE OF 60 u35./ACRE. 6. GRADED PONDAREAS,WHICH WOULD BE LEFT BARE 7 p - -- -- _-- -3795.05 FOR MORE THAN 7 DAYS,SHALL HAVE A MULCH APPLIED L $ m AT A RATE R TWO THOUSAND 2,000 POUNDS PER ARE. NE 72' h MULCH SHALL BE A VIRGIN W001 CELLULOSE FIBER SPECIALLY � U� _ �AENT+ • S� �� �, I PROCESSED AS A HYDROSEEDING MULCH AND CONTAINING NO J -- - II > C I EASE ° \\ GROWTH R GERMINATION INHIBITING FACTORS. IF POND 1 C Q I CONSTRUCTION HAS BEEN COMPLETED,INCLUDING DRAINAGE J III TE-3796.92 -- Q I 1 I TF-3797.60 \\ - --- STRUCTURES AND HAVE RECEIVED FINAL INSPECTION APPROVAL, ILL / I. I THEY SHALL BE HYDROSEEDED. BASED UPON DIRECTION FROM 11 I 10 \ ---- THE INSPECTOR,P.TACKIFIER MAY BE REQUIRED. UTILITY .i. �... �. �v 1 \ :� •: ASEMEN ��` �o � ��- �� 7. DUST CONTROL: AN APPROVED METHOD OF DUST CONTROL, -----�-{ 00000 PLAY AREA o0 000�� pp PROJECT. d �.' � MEETING THE REQUIREMENTS OF LOCAL REGULATIONS, � _ « THE LCONTRACTOR DSHALL BE RESPONSIBLE FOR ANY C � Fl-E=3795.63 MATERIALS WHICH SPILL ONTO LOCAL STREETS DURING THE TRANSPORTATION OF THE EQUIPMENT. SHOULD A SPILL (� I •,I �. II �_� ' OCCUR,THE CONTRACTOR SHALL REMOVE THE MATERIAL BY v I I F• - x ALLOWED TO ET,DRY,OR BE WASHED INTO A DAY. NO MATERIAL DJACENTTHE END OF THE IY' �- I BE STORMWATER FACILITIES. W _j \ - I - I '� a I � �. 3 ✓sj 8. GEOTEXIILE FABRIC IS TO BE PLACED ON THE RIMS OF 1 �a �' -� \ DRYWELLS,CATCH BASINS,AND INLETS UNTIL SUCH TIME M D w 1 1 L ,o 0 0 0 o AS THE VEGETATION ON THE SITE IS ESTABLISHED AND L.L.1 m I o 0 0 0 0 10 0 0 0 0 o c' o o o `� \` °I• \ THE THREAT OF SEDIMENT DEPOSITION INTO THE DRAINAGE SYSTEM IS MITIGATED. I ( \ I \ 9. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, Y DRYWELLS,AND OTHER STORM DRAINAGE STRUCTURES FROM W - - BEING CONTAMINATED WITH SILT BY INSTALLING FILTER \ FFE- FFE. I _ 1 I\\\UUT1L' FFE=3797.92 FFE= `� '� FABRIC OVER THE METAL FRAME DURING CONSTRUCTION AND J \ 1 3797.67 3798.17 I EA$C•M T FFE�3797.42 3796.33 FFE 3795.83 ;•:•:•`•:�:.i:.i:_:.:,:.:.:� x KEEPING IT IN PLACE UNTIL THE STREET HAS BEEN PAVED / I-: :•.•. ..•.I AND CLEANED. co I - -1 I \\ ` I Q 1 I I \ -1 •�. ��\ \ �.•'- 10, 10.ALL SIDE SLOPES WILL BE TURF GRASSED AND IRRIGATED. `- - - - - - - - - - - - - - - `r 0 \ 10 smozoEM � a - ��sm� :gym - - eo1\ UTIUTY 1 \ O EASEMENT / ~I � a. I If f \\ 1 i _`0 REFERENCE NOTES: 10 INSTALL CONSTRUCTION ENTRANCE PER DETAIL 1/C7.1 If \ \\ ;y �III/� \ ( WELL \ I I y\ I ® INSTALL TEMPORARY FILTER FABRIC FENCE PER DETAIL 2/C7.1 I ® LINE DRAINAGE STRUCTURE UDS WITH FILTER FABRIC TO PREVENT THEM 11 1I' \\ \\\ 2 1 i \�Oj FROM BEING CONTAMINATED WITH SILT. If If W ss\CKAL 5TfgEO \ TINGEXIS \ W 1 4 HT11LII 0 !� I \ I Z ASEMEN 09 Tf OFLu $ < \\\ I yONA.sM 1I \ 0 \\ j \\ o W I 1 REVISIONS: I a GRAPHIC SCALE 10 0 1. ]0 \ IIII \ I \\ DRAWN BY: DATE: DA6 0G-42-041 III II III x \\\ \ 1 '.• \\ I 1 inchN FEET)ff. CHECKED: JOB NO: 11 I I CONTRACTOR NOTE SHEET NUMBER: III i 111 1 -1' I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT C2.O I UTILITIES ARE R OWN AS INDICATED ONO RECORD EMAPS A D SURVEYS FURNIHED BYED ONE-CALL NUMBER SHEET TITLE: I IIII \ BASIS E VATION'bN j / I \ OTHERS.WE ASSUME NO UABIUTY FOR THE ACCURACY R THOSE RECORDS AND (800)626-4950 I �\ EXISTING YDRANT AT��I / SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO EROSION CONTROL BNG AGMARKET I� \ I CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL TWO BUSINESS DAYS I 02-31-78 \ PLAN :I I \ I BEFORE YOU DIG _ V=3806.83 I .I \ i 1 - - - - - - - - -` ------ ---------- - . _ \\ 55 , II 6 II II I II Z. o a w I 1� � 11 II I II II I II I C.7'z� �I EASTWOOD I�SUBDIVISION PHASE 5 p w o��m F -I U� > --------------- I_1_ --------------- N _ p --------------j GRADING NOTES: A�� U -___ - - - Y� - 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE MATH APPLICABLE REQUIREMENTS OF I I ,,I \\ --J�, THE CITY OF TWIN FALLS STANDARD SPECIFICATIONS.ALL COMPACTION OF SUBGRADES,ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE CITY OF TWIN FALLS STANDARD \ I I \ SPECIFICATIONS. 2. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EX.ELEVATIONS AT THE SITE'S BOUNDARY, c \ \ s I - _-_'- \\\ '•9 CITY OF TWIN FALLS EXCEPT AS SHOWN OTHERWISE ON THE GRADING PLAN. WHERE 'c CONFLICTS EXIST,THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR IIII \ -------J ��•L �. 15' _J�9J ROADWAY AND UTILITY EASEMENT C I -- \ TO PROCEEDING. l0 J79xao \\ J79aoo I UTILITY \\ \ d II \ I I 1 EASEMENT J79J 6o \\ J79G \\ in J79a80 3. NO QUANTITIES HAVE BEEN CALCULATED TO DETERMINE VOLUMES OF EXCAVATION AND - - I J J79AI5,.o. M997o"209Y6:80' \ EMBANKMENT ON THIS PROJECT.THE CONTRACTOR MAY WORK WITH THE OWNER AND _ •K r x y y+y y ARCHITECT TO IDENTIFY ONSITE BORROW SITES OR WASTE SITES. / \ T" - - - - - - - - - - - - - - \ - - - - - - r CONTRACTOR SHALL QUANTIFY EARTHWORK QUANTITIES. 8 I _ imoo g r - T - - - - r. ............ 3 III �"'" \•'•'• I'' 10 11 - ��,,�Itt1•_•.•:1 99 F F:•:!•i:•:•:• ''•'•::. erg; 4. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN '''•' �" _ \ ''- '•� --'-'.-. AND SHALL NOT INFRINGE ON ADJACENT OWNERSHIPS. �s1 V: EASEMENT -:• j FFE=379 4 J79J09 7 -I. I - I►/ -3 95.80 /d791.64 f4;f 5. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED 1/2:1 (HORIZONTAL, AND SOIL CUT .i79fi.69 \II I 2J ( NTAL•x SLOPES SHALL NOT EXCEED 2:1 HORIZO VERTICAL),EXCEPT AS SHOWN OTHERWISE IN THE U FFE-3795.38 \ } AI II:a / J79J J78J5B '. IIII I I ''..• ,° I ..: I I . I J79d b l .� �� PLANS. �I m 7� I 6. FILL SLOPES ACROSS THE PROPERTY SHOULD BE DESIGNED FOR A MAXIMUM SLOPE OF 2:1 L ,\ F I 3795.88 \ 0 III I - =yL- I ';J7WI5o j (HORIZONTAL VERTICAL),EXCEPT AS SHOWN OTHERWISE IN THE PLANS. _�- . lo _ 3794.05 - - o STAKED BY AN ENGINEERING OR SURVEYING FIRM F.S ,n 7949 ITC. 1 �, _ �- J .9 iC. © .c 7. AND 9 92 J793 ALL CURB AND GUTTER,STREET GRADES,SIDEWALK GRADES,AND ANY OTHER VERTICAL A _ -, - _ °3794 .s7 r.G. S .s FS J7sJ -� OR HORIZONTAL ALIGNMENT SHALL BE I .,,J 0� 379438 /�1 T 379 28 '�.j 7F9S4 4 .S .SfS h ,�' F.S 379J J •�" _ R� � ', _ -� CAPABLE OF PERFORMING SUCH WORK. 3.1f.S III 37ss10 r.G // ® - �I y�+ J r.G s _ A1y J- p,�Y- J794.2o T.c - _ S \ B. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING THE I I 3794so Fs .Jii9 4 Fs I IT.c J794.�I s "IA u 3793 a. ®- Fs 379J20 \\ CONCRETE.TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. 79570 794 3794. FS�_. F.S 379JI 3795.17 T.c. G M, I b Tc. 15 ` ® 379z7o G. rc \\ 9. CONTRACTOR SHALL CONFORM TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY r s I �' I o 3794.67 FS �. ',;• iC. .S I UTILITY 4 �� � 2 3794.15 T.G 379J40 T.G - J7 GO TC94� J7EASE I NT 3 J7�C -- I 3 S.SB F.S 137 5p J79J65 F.S 3792.90 F.S FSJ17 x \\ STRATA,INC.DATED MARCH 10,2006. J 553 I 10.FINISHED SURFACE AT BUILDINGS SHALL BE GRADED PER DETAIL 2 THIS SHEET.UNLESS SHOWN 11 II itI^- FI-E=3796.42 1 - I r.G s p10 �j \ez Fs J7 os s I, j s - 37 4.os Fs 379455 cc 4 3793oa-.-"\ I \\ OTHERWISE(ENTRANCES ETC). 0 IIII �' NE$ 2 I \ J79405 F5. F�3793Zi- FS I FS �p a-3795.05 -I REFERENCE NOTES: z ROA WAY 11 t,:, LTo �� \ I' _-_ 11 -- I IL9o�` - r iQ SIDEWALK FLUSH WITH ASPHALT, TYPICAL i 1 I EASE ENT I 379458 T.C. T.G .1. \\ sx J79406 FS: I g 1 \ ® \ \ ® NEW EXTRUDED CONCRETE CURB PER DETAIL 3/C7.1.,TYPICAL. I I I F�3796.92 •� siss.ifi �' F + _I I \.: I r F'F�a3797.80 \ \ \ I` Fs I -p`\ t0' < AI \. \ J>97oD \ J7957o r.G �' _.4>94 r ® NEW SIDEWALK PER DETAIL 5/C7.1. \ 1796.25 3795,88 1 .- Qp �\ U 1OTY •, \\ \, \ -379529 FS 3794.&1 S \ I I \ I II \• ASEMEN \ - Fs5o2 �O�F i•� \\\ ® NEW ASPHALT CONCRETE PAVEMENT PER DETAIL 4/C7.1. `O -----� { 4 U II I PLAY AREA 13796.a2 a °• _ o `� �' ' -- 379sm rc. 1 j \ ® NOSE DOWN CURB FROM 6"REVEAL TO FLUSH CURB(FLUSH WITH 3796.54 fLR. e.,,379s.52 r.G Ig �, SIDEWALK AND ASPHALT)OVER LAST 6 OF CURB LENGTH. J798.J0 T.C. r UJ 96.02 T C 1 I J7S'.28 • 3 9S7 379520 F.S 379523 T.0 p� \\ 3797520 �1 J79740 it 379568 79.78 FS 2"°" e f 796 Fs tc s Tc'. �� 13794� \ FFE=3795.63 \\\ ® CONCRETE WHEEL STOP PER DETAIL 8/C7.0,TYPICAL uj 379ZB0 F.S 1 ®' 379B.I8 T. .. o FS IFS 796.7P- I Q 79768 FS J796.6J T.C. 7 "� 4 F.S TC ® F.S 1 \ J797/4 T.0 J7 zs rc s s 7515 J7sz9s r.G J7szJ7 T.a \\ I I \\ 8 NEW STARS AS REQUIRED.SEE DETAIL 5/C7.2. (D z 3796.13 F.5' J797. F.S r o J 96.87 F.S ® 3796.38 TG 379578 F.S3794.60 T.C�, �,D�,{8I �L x \ J796.64 F.S FS 42 F. J796.17 _y 379598 F.S 3794.10 GG I----' " LLJ J79830 AF _ 7 7 TRASH DUMPSTER PAD SEE DETAIL 7 C7.0. 2 _ _- 'pys _ 3 s4.o J7s4.0 \ ® CONCRETE / J797.80 F.5 FS7.14 J 7. G 797 J379 02 ilk 3 49 J79540 FC -FS- _ 7 3 47 ® I .`. �1 w{ o S c. s5 s I ® NEW SIDEWALK SCUPPER OVER STORM DRAINAGE DITCH PER CITY4 3 FS �000 \ 6 \ J7 F. - - J 37 s S J79 47 J79 90 3 51 F o ® �' OF TWIN FALLS STANDARD DRAWING S-6. J < ' -�°__•��,,.G i s Ql�t INSTALL DRIVEWAY APPROACH(WIDTH PER PLAN)PER DETAIL o 0 0 0 9/C7.0. NOT USED. I o.N1 \ 3794 NEW BERM PER DETAIL 11/C7.1. \\ FFE= FFE= I\ 15' 1 3797.67 3798.17 I "� TILITY FFE=3797.42 FFE-3795.83 x \ ® NEW CURB CUT FOR STORM DRAINAGE PER DETAIL 6/C7.2. 3796.33 I•'•'•' � 1 \ Q / EA$EM TI... \ \ � \ I .' � R,• •� ® NEW LANDSCAPE WALL(HEIGHT LESS THAN 2')SEE LANDSCAPE _ I ^ \\ \\ PLANS. Z 10' T---- \- - - - - - - - - - - - ® '4.f .S. F.L. FLOW LINE \ J 10' \ 58970101650 --, � = -----a.- � a�� T.C. UTILITY 'T-_-1 \\ \\ `r m w \I _ EASEMENT \\ ` O co �:.� \ J\\ F.S. CURB G \ . CUR CUT W \\ PAVEMENT ' WELL. SPOT ELEVATION DETAIL T q \\ I I ^I^ 0 Z I j I ^4oT I SCALE: NTS I I LLj i I ', i i � � BUILDING O LL EXISTING 4-urnur FINISHED r \ \ ' ASEMIIEN ELEVATION OOR \ 6. o \ tr \ 2%MIN. 8 a \ 1 -4- AWAY FROM 1 \ \\ BUILDING MIN.'',e... ... �yz����'.:" I I \\ �•� '. i •J I i n \OVAL GRADING AT BUILDING GISTf�/ \ II IIII \\ I SCALE: NTS 'o rf OF \ I MON A.SM IIIII�x � �� I I •;I I Iv IIII 1� I �I I I 1 IIII I \ I .I I I I \\ I y 1 - REVISIONS: \ BASIS E VATION-bNI I I I \\ EXISTING f YDRANT AT I III \\ BPLT H AGMARKED 02-31 GRAPHI -78 u C SCALE J^ DRAWN BY: DATE: %\ �•' Q1 r_ rij - ^ ^�-----_ --�Y_ •.I\-.� _ __ __ -_ (IN FEET) JJ8 11/lIALT inch= 30 1t CHECKED: JOB NO: _ �® '/ @� DAB mb-4P-®41 1 r - `-- CONTRACTOR NOTE SHEET NUMBER: - - - - - =� - - - - - - - - - - C3.0 UNDERGROUND SERVICE ALERT I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND / - - - - I VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE NUMBER �O¢ �• ���\KIMBERLY ROAD �.\�Oj\ / I UTIUTIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTIRE: / I OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 SNWIM.E(aaa) SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO GRADING - - - - _ - CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL TWO BUSINESS DAYS PLAN -- - - - -- BEFORE YOU DIG I y I \ / - - - - - - - - -- _ _ _ f j STORM WATE RETENTION \� i/ u N a/ s Q I fA O O W POND A COMBINED \ \ 1 z N N VOLUME REQUIRED=6,348 C.F. \ I IIII < y o 0 VOLUME PROVIDED=6 364 C.F. \ SS I V I N N I p c a k BOTTOM AREA=1,152 SQ.FT. 1 I 11 I p I zaZ' ' I BOTTOM ELEVATION=3792.50 II I BERM ELEVATION=3793.50 1 w' I 1 I SIDE SLOPE_: 51, 'I EASTWOOD V SUBDI VISION 4HASE 5 o NOTE: TRENCH LENGTH IS 55 LF FOR I I I I I I V V!NORTHWEST POND AND 50 LF FOR EAST POND. Cn i 1 p I W 0 IL--------------------- ---I-1- -- ---------------II I T- -�- : ------ ----------C-----------II - h 4 A A u 3-50LF 36"PERFEAATEo \\ - ---_ - - - -- _ _ _ _- --------_-------' STORM DRAINAGE NOTES: HOPE,CAPPED AT BOOTH \ - STORM-WATER RETENTION POND E STORM WATER RETENTIO POND Dop I - ---37 1. STORM DRAIN PIPE SHALL BE PVC SDR35,UNLESS SHOWN OTHERWISE ON ENDS PER DETAIL 2/\C7.2 t`\ TREATMEt11T VOLUME REQUIRED=3,604 C.F. VOLUME REQUIRED=5,256 C.F. THE PLANS. TREATBOTTOM T VOLUME PROVIDED=3,54 C.F. 2. INSTALLATION OF ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE \ I\ VOLUME PROVIDED=5,318 C.F. J BOTTOM AREA=270 SQ.FT. I BOTTOM ELEVATION_3793.50 BOTTOM AREA=N- 78 90FT. \ CITY OF TWIN FALLS STANDARD SPECIFICATIONS. BOLTOM ELEVATION=3789.90 � � �III� \ I I BERM ELEVATION=3794.�- BERM TION=3790.90 ITY OF TWIN FALLS DRAINAGE EASEMENT - I 15' SIDE SLOPE=4:1 -sus SIDE SLOP =411- 3. ALL PONDS SHALL HAVE A 4:1 SIDE SLOPE FROM THE BOTTOM OF POND C �-I� ROADWAY AND UTILITY EASEMENT UTILITY NOTE: TRENCH LENGTH IS 55LF RATHER THAN TO THE BERM ELEVATION. C ASEMENT DRAINAGE EASEMENT 'S NOTE: TRENCH WIDTH IS RATHER THAN 17LF. Ip -- - 5-50LF 36'PERFERATED TES t� \ \ HOPE,CAPPED AT BOTH 5--601 _ - y Y y X ,\ ENDS PER DETAIL 2/C7.2. _ - 5-50LE 36"PERFl7tATED .-- .- - ���'� \ '•\ t .� ---"� I HOPE,CAPPED AT BOTH2 HOPE,CAPPED AT BOTH C7.2 - - \ --1 :{/I ENDS PER DETAIL / \ f -- •-•--- N' ENDS PER DETAIL 2/C7.2. � J IIII '' T ( =3795.80 FFE-379 FEE=3795.38 I ' 111 II ' I I -\ �xDRAINAGE 11 FEE= �. II •- �- t 3794.05 I �� I i IL uT15I EASEM T I I F•FE=3796 42 _ � - � I I _ I _plo - II 8 �I --- ---- I I_�., �.�\ \�� -. 0 s tE=3795.05 RO WAY 11 Q `EASE.-ANT t� \ s I ��FfEr3796.92 1181 FF€=3797.60 \ \ � 1 tO, �I I \ � • FUTILITY ASEMEN 1.----- p0p I i _ I •. PLAY AREA U I I d `p" Ol FEE=3795.63 L H I I � �� L 1 . I I I I � �\ Il <..;�:: I x \� S_+•`L�b 7 \ \\ Z c,od 6. LL 0000 J - 2// -- $4y a u_ FFE= • \ I I IITI DRAINAGE INAGE EASEMENT FE_ ' ui 3797.67 3798.17 TILITY ,F EAEM T =3795. . ^^L.L 5-501F PERAEBOTH Q HOPE,CAPPED 80TII AT Orn 1 \ a \ ENDS PER DETAIL 2/C7.7. 10, UTILITY EASEMENT •, .I _ I STORM WATER O"r NITION POND F II VOLUME REQUIRED=2,878 C.F. STORM WATER RETENTION POND C m FUTURE SIDEWALK 1 'I L•+•.I'. I!" I V I� LIME PROVIDED= 2,929 C.F. VOLUME REQUIRED=6,180 C.F. O I I i\ J • I BOTTOM AREA=950 SQ.FT. VOLUME PROVIDED=6,243 C.F. \ _ \ BOTTOMATION=3897.00 BOTTOM AREA=1,265 SQ.FT. REFERENCE NOTES: BERM ELEVATI 3898.00 BOTTOM ELEVATION=3792.40 Y SIDE SLOPE=4:1 BERM ELEVATION=3793.40 O NEW CATCH BASIN WITH SOLID LID PER SIDE SLOPE=4:1 DETAIL 7/C7.1. W III \ WELL L_�_J I I NOTE: AT 36"PERFORATED HOPE REQUIRED ONLY 10" ®STORM DRAIN IMPROVEMENTS SEE SHEET C6.0. J I PERFORATED PIPE. NOTE: TRENCH WIDTH IS 35LF RATHER THAN 17LF. I_(_ON ©D REMOVED WHEN ROAD IS EXTENDED) I IIII \ \ Lu ,3BO I NEW UNDERGROUND GRAVEL INFILTRATION GALLERY PER DETAIL 2/C7.2. W I I , ®NEW CATCH BASIN PER DETAIL 7/C7.1 TO DIRECT STORMWATER INTO J I FUTURE SIDEWALK INFILTRATION GALLERY.RIM ELEVATION FLUSH WITH POND BOTTOM. i I Q Lu I I -� m NEW DETENTION POND PER PLAN. L I SE I ®NEW DITCH PER DETAIL 7/C7.2 O EwsnNc I I Oil �' m NEW 12"STORM DRAIN PIPE LAID FLAT. o Lu 4:114-elms g � \ j ASEMEN 6L Q v\ LK w� r I �SSVONAL Q�GIs I I oq rf OF I I I o s N I A. - I I \ BASIS E VATION"04 I I I \ EXISTING I YDRANT AT REVISIONS: IIII �\ BPLT M rH TAGMARKED I� \ --3805 jr 02-31-78 I I GRAPHIC SCALE 06 /�/ IXUYM BY: oA7E: IN FEET) /!I/01 !_--_-__ -3a06---.___--- • / � IZ �J 1 inch= 30 ft CHECKED: JOB No: CONTRACTOR NOTE DAS 06-42-041 -- -' '- -L \- - _-� _ _ I \�-T SHEETNUMBEA: ROAD I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT > KIMBERLY -->-.\�O,_. -I // VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER C4,O( UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY pOO)62V C A(1SO SHEET TITLE: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND p( -'4J / - - - - --� -----� ---J - f ���� SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO STORM DRAINAGE - - _ CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY CALL TWO BUSINESS DAYS PLAN BEFORE YOU DIG \ V \ \\ f 1- - = - _ �{ �� r UTILITY NOTES: 1 G IS FOR PRELIMINARY REFERENCE ONLY.CONTRACTOR MUST VERIFY LOCATION, o g g \ \\ INFORMATION SHOWN ON THIS DRAWING ------ - - - - - - - DIMENSIONS,AND QUANTITIES OF TRENCHES,CONDUIT AND VAULTS WITH ABOVE ISTED UTILITIES BEFORE BEGINNING �N / CONSTRUCTION.CONSTRUCTION SHALL BE BASED ON ACTUAL IMPROVEMENTS REQUIRED BY UTILITIES. II tl II I 2. IF REQUIRED,PROVIDE TRENCH EXCAVATION,BEDDING,AND BACKFILL FOR CONDUIT OF UTILITIES LISTED IN NOTE 1.PROVIDE p cn�xpJ N N MIN.48 HOURS NOTICE TO UTILITY COMPANIES PRIOR TO CONSTRUCTION. (�2 N N 3. CONTRACTOR SHALL CONFORM TO CITY AND STATE SAFETY REGULATIONS. z a u ,C, I t Li•I I I I 9 1 I 4. ALL ROADWAY CROSSINGS SHALL BE A MIN.SCH.80 CONDUIT. CONTRACTOR SHALL COORDINATE ACTUAL SIZE NTH ALL I- I UTILITY COMPANIES. EASTWOOD SUBDI VISION HASE 5 II Z,- F F II I I i I i N 5. SANITARY SEWER GRAVITY PIPE SHALL BE ASTM D3034 SDR 35 PVC. W c s�N 6. WATER MAIN PIPE SMALLER THAN 12'SHALL BE CLASS 350 D.I.AS SPECIFIED ABOVE. I�1 I yy i L----------------- p I pQ 7• FITTINGS FOR WATER MAIN SHALL BE CAST IRON PER AWWA C110 OR AWWA C153.FITTINGS SHALL BE CEMENT MORTAR U --- ----H- L _--I---- - � LINED AND SHALL BE MECHANICAL JOINT UNLESS SHOWN OTHERWISE. - - _ _ _ --------------------- ----------_---iE 8. COVER FOR WATER MAIN AND SERVICE LINES SHALL BE 2.5 MINIMUM(PIPE CROWN TO FINISHED GRADE). SEE CITY ____� I p IA�Ai _ _ _ F STANDARD PLAN T-1 (DETAIL 1/C7.2). W----'-W a - - 1\\\11111 - -W..�.-...�»`_- W- I + W r-.--I--19"W- -_.--W--'--'i$'W-_--- ,W.-_--_.- }6t --M/----}frW- -W ..__- I I I w_----1H3 w +e-W-- --14----�," 18 W------ W----1H}W__ _._--W_--�a,W-_---- 9. A MINIMUM OF 18"SEPARATION SHALL BE MAINTAINED BETWEEN INVERT OF WATER MAIN AND CROWN OF SEWER MAIN. I 15' I SEPARATION OF WATER AND OTHER UTILITIES SHALL CONFORM TO CITY STANDARD PLAN W-2. I o I USE NEW MANHOLE TO UTILITY I I I •;"I CONNECT TO EXISTING EASEMENT 10.CONTRACTOR SHALL INSURE WATER SERVICE LINES AND NON-POTABLE WATER SYSTEMS MEET THE REQUIREMENTS OF IDA 01 I li l ya SEWER STUB. II I CITY OF TWIN FALLS PA 58 TITLE 01 CHAPTER 08 542.07.06. p -'J ''' I 15' ROADWAY AND UTILITY EASEMENT 11.CONTRACTOR SHALL INSURE DOMESTIC WATERLINES ARE CONNECTED TO EXISTING POTABLE WATER PIPES. THE ENGINEER HAS C •, I 4s UTILITY (°. ATTEMPTED TO SHOW THIS CONNECTION BUT THE CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. _W W-- --W--- - �; I EASEMENT SEWER NOTES: a - a- NH970'TO'W6 ao' _ ,�----IRR _IRR-I- -iRF� - - - c� I- - - >{I �• IRR,-"-`X-IRR------IRR------ --IRF-----IRR'------IRR------_ _ I 1. ALL SEWER CONSTRUCTION PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TWN FALLS STANDARD 1H� SPECIFICATIONS. - - I - - - > - - - - - - - - - - - - - ........ -- a •.�� �. 10, I .••� I I - W 2. ALL SIDE SEWER LINES SHALL BE 8"OR AS INDICATED ON THE PLANS. EAUTILITY I SEME 4 I i �:::::::::':::::.: FFE=3794.74 - --- -- 3. ALL SEWER MAINS AND SERVICE LINES SHALL BE LOCATED TO MEET STATE AND CITY SEPARATION REQUIREMENTS. d I!l FFE e3795.80 FFE=3794.24 CONTRACTOR SHALL COMPLY WITH ISPWC STANDARD DRAWING SD-407. FFE=3795.38 �I - III•'( / I I x • 3 9 8�I 1 ',I I•� ..'• / I 4. ALL SIDE SEWERS WHICH THE CONTRACTOR IS UNABLE TO MAINTAIN A MINIMUM OF 18"COVER AT WATER MAIN CROSSINGS OR z SHALL MEET THE REQUIREMENTS OF CITY STANDARD PLAN W-2. 5.88 P: I U 5. SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034,SDR 35,OR ASTM F 789'MTH PUSH-ON JOINTS AND RUBBER GASKETS U gg • »+, -I - -- o - _ _ _ h o FFE=3794.05 CONFORMING TO ASTM D 3212 AND ASTM F 477.PROVIDE TRENCHING AND BEDDING PER CITY OF TWIN FALLS STANDARDS. T - I- o�oo�o �•�- H. L 6 NEW 15 _ �' � �� ALL MEET THE REQUIREMENTS IF ASTM C 478,MANHOLES SHALL BE TYPE 1-48"MANHOLE UNLESS IIJJ ,,,��II . PRECAST MANHOLES SHALL � j m IR.E. -EAS ENT, .I `..41T GROUTED FROM THE INSIDE LIFT HOLES SHALL BE GROUTED FROM THE INSIDE AND 0 C 443 AND SHALL BE --- OTHERWISE SPECIFIED ON THE PLANS.JOINTS SHALL BE RUBBER GASKETED CONFORMING TO AS • OUTSIDE. _ 7. SIDE SEWER SERVICES SHALL BE PVC,ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETTED JOINTS. I I x ---- ----- I 15, ®I 713 J+ -.------ - -- e. =o 004 -- W W -_ 8. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF TWIN FALLS STANDARD CONSTRUCTION SPECIFICATIONS FOR ALL I (E)- 786.9 .. ' - --- UTILI S 8 S - � I EASEM NT _ _ � I J"�• �+•PS WATER AND SEWER MAINS. FFE=3796.42 - s f, r I 139 lF OF S'S.S.PIPE � ` _ _, � I i � x �IhV IM-379.8 --- I I �1 -�--- I "Iw " 1 WATER NOTES: , I 5 Um I 1 _ ---- - t- .�`. _. . WA NES 4 A ( APPROVED)WITH RESTRAINED JOINTS AND CEMENT 1 TER LI AND LARGER SHALL BE DUCTILE IRON CLASS 50 AWWA C151 -I I 0.004 E. W)-3789.76 =3795.05 - - MORTAR LINING PER AWWA C104. FITTINGS SHALL BE-AWWA C110 DUCTILE IRON WITH MEHANICAL JOINTS.COMPONENTS .. -- - f INCORPORATED INTO THE POTABLE WATER SYSTEM SHALL COMPLY WITH ANSI/NSF STANDARD 60/61. 7 �I I ROA WA I N w E.(S)=3790.06 _ Q �, v L EASE ENT' ..:. I� t� 7e Ir OF e's.&PI I µ, _ T" 2. ES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 2.5 FEET TO THE FINISHED GRADE,UNLESS OTHERWISE NOTED. - 1 L90 o SL=G.004 WATERLINES FFE-3796.92 I 3 $_ I ! I I W-_- I PROVIDE TRENCHING AND BEDDING PER CITY OF TWIN FALLS STANDARD SPECIFICATIONS. + FFE=3797.60 I t0 AI '! RIM=379 i �� 3. GATE VALVES 3"AND LARGER,SHALL BE RESILIENT WEDGE,NON-RISING STEM O-RING SEALS. VALVE ENDS SHALL BE UTILITY �I / •. „ ^ LE.(N)= 1p ��-- I MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA C509-PROVIDE CAST IRON TWO PIECE SLIDING COVERS ASEMEN NldMil .` • •moo©o ° - - :I 1- ®I FOR ALL VALVES. PLAY AREA Q °� I 1 ___ E 15' , a _ AIDI I I 4. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-94 AND THE CITY OF TWIN FALLS SUPPLEMENTAL SPECIFICATIONS. ALL O I _I_ HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. _ } �TIJTILI A ENT,TYP.I 8 - .. - .-_ d� _._-W- W --W_- I� -F - - �.^ - / z -`'--I-------- FFE-3795.63 5. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED G AR 18"ED UNDER THE FINAL GROUND W ( I •; I � - � � I -- _-_N,__- I SURFACE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE,METAL CORE OR BACKING MARKED WATER, WHICH CAN BE L.W �- 1� EW 1g' ---_- - W -g^H+- O_ 1 ---__. DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BF.TERRA TAPED"OR APPROVED EQUAL. IN ADDITION TO TRACER 7 _ ----_-__ TAPE.INSTALL 14 GAUGE COPPER WIRE,WRAPPED AROUND THE PIPE,BROUGHT UP AND TIED OFF AT THE VALVE. L -- - Tyr UTILITY EASEMENT,T,TYP. b �I j I T vfi 6. WHERE CONNECTIONS REQUIRED"FIELD VERIFICATION,"CONNECTION POINTS'MLL BE EXPOSED BY CONTRACTOR AND FITTINGS w ij^ ti S o I o o I VERIFIED 48 HOURS PRIOR TO DISTRIBUTION SHUT-DOWN NOTICES. J I j , ^-. o c,o q I I I I 7. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED,THE EXISTING VALVE MUST BE PRESSURE Q oo°a� o ' W --- . o L- o TESTED PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST,THE CONTRACTOR SHALL MAKE THE NECESSARY o ; .. '=y o• ,^ •. PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL NEW VALVE. I u- ® 8. WHEN FIRE FLOW WILL BE INTERRUPTED,THE CITY OF TWIN FALLS FIRE DEPARTMENT SHALL BE GIVEN A 24 HOURS NOTICE OF TIME I � I � Q z 3 FFE= I I I AND LOCATIONS AFFECTED. W 0- - 9. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED 75%OF MAXIMUM ALLOWED DEFLECTION,PER MANUFACTURER'S 3797.67 3798.17 1L TY FFE=3797.92 FFE= / ` RECOMMENDATIONS. FFE=3797.42 :•i::!:::::: :is II TEA MENT 3796.33 FFE=3795.83 x / I'•R'-`- ''•''''':':':':I 10.THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS(VERTICAL AND HORIZONTAL),TEES,CROSSES,PLUGS,AND VALVES.SEE 1::::.::....:.:.:. :1 DETAIL / tT_ �_ '�� I - - - - - - 10' 11.LOCATION OF EXISTING WATER MAINS AND SERVICES SHOWN ARE APPROXIMATE ONLY BASED ON INFORMATION PROVIDED BY THE 1" j m 10' 'am�a s - - - - - - - - - - - - - - - - - ,J SURVEYOR AND THE CITY OF TWIN FALLS, CONTRACTOR TO VERIFY ALL LOACATIONS PRIOR TO CONSTRUCTION. J _ I a 5987010 E 650.70' UTILITY .� I � :•�\ ,a,m� � -A EASEMENT .LL LL.••` �_.� �\ i ATE VAL\tf S I m 12.NEW WATER LINES SHALL BE TESTED AT NO LESS THAN 175 PSI FOR MINIMUM OF THREE(3)HOURS IN ACCORDANCE WITH CITY OF W 1,� TVIN FALLS STANDARD SPECIFICATIONS. w \ REFERENCE NOTES: O m F� ­�. Z I I © NEW 8°WATERLINE. �FI����� ( E 2�, ,� �MS w� ,� ,,�P,,J 5� �NEW 10"X 8"TEE CONNECT TO EXISTING 10'WATERLINE. I I V © NEW FIRE HYDRANT PER DETAIL 9 C7.1. / ®NEW 6"IRRIGATION LINE. ui WELL o : +j �+: I D L t. ,n� -a I ® NEW 12"X8'TEE,CONNECT TO EXISTING 12-WATER LINE. ®PER WATER NOTES ABOVE,WATER LINE SHALL BE PLACED 2.5'(30") } W \I l SS ® NEW SANITARY SEWER MANHOLE PER DETAIL 10/C7.1. BELOW FINISHED GRADE OF POND. \ ® NEW 8'SANITARY SEWER LINE. Q o OH •1�ti I ® NEW FIRE DEPARTMENT CONNECTION(FDC)AND 4"LINE FROM FDC TO BUILDING,PER DETAIL 5/C7.0. m NEW 4"FIRE SPRINKLER SERVICE.BACKFLOW PREVENTOR INSIDE BUILDING. Lj,= Q i I •�EXISTII �OJ I A r f a•'� ® NEW POST INDICATOR VALVE(PIV)PER DETAIL 6/C7.0. O ASEM�y�•'T�I` -� _` <0 NEW 12"X 4"TEE,CONNECT TO EXISTING WATER LINE. I tiR 113 F1 I NEW 4'DOMESTIC/SPRINKLER,'. i I Ia i ® SERVICE LINE. Q $ I i i 'r = Q NEW 2"DOMESTIC SERVICE LINE WITH A METER PER DETAIL 3/C7.0. - x a i 61 I'� I I I I I ® NEW 6"SANITARY SEWER SERVICE STUB AT 2%MIN. 17 I ® SANITARY SEWER CONNECTION PER DETAIL 1/C7.0. T ® CAP NEW WATER LINE. 13 ® CAP SEWER OR IRRIGATION MAIN AT PROPERTY LINE. AL •I 8 ® NEW SANITARY SEWER MANHOLE PER DETAIL 10/C7.1.SEE SHEET C6.0 FOR PLAN AND PROFILE. �14pOM �SEREo% jI ( NEW 8-SANITARY SEWER LINE.SEE SHEET C6.0 FOR PLAN AND PROFILE. y� j ® NEW CLEANOUT PER DETAIL 6/C7.1. c ® NEW GATE VALVE PER CITY OF TWIN FALLS REQUIREMENTS.TYP.VALVE SIZE SAME AS PIPE. Oq�o OF \�\�Z' T ® NEW 90'8'ELBOW. N A.S. I I•• I I ® NEW 11.5'8"ELBOW. BASIS .-E NATION ON CONNECT TO EXISTING IRRIGATION LINE. USE(2)4513ENDS AND THRUST BLOCKS. EXISTING I YDRANT AT N REVISIONS: �BPLT H AGMARKED I I I ® NEW 8'x4'x8"TEE. 02-31-78 II I E V=3806.83 I I .cl I ® NEW 8'x8"x8'TEE. GRAPHIC SCALE 3 I I SEW 2-IRRIGATION SERVICE(FROM 8-IRRIGATION LINE)PER DETAIL 1-4 OF TWIN FALLS CITY STADARDS. u s 1 40 NEW 4"SERVICE LINE TO METERS.USE 2'X 2"4'TEE TO SPLIT LINE TO EACH METER. DRAWN BY: DATE: ------ ----------/ \- ��/ �_� __ __ __ ( ua FEET) KE @/!I/0'i ------------------- I \ � � ' /;.✓ ` CHECKED. JOB NO: WV CONTRACTOR NOTE '���- fG DA8 06-42-041 SHEET NUMBER: I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT SH ET"BE _ - KIMBERLY ROAD - ro I V VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTITLE: N- -J M71�(aaa� OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND ... (�OO)6ZV-4(1J5O ----- SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO UTILITY CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL TWO BUSINESS DAYS PLAN v - - BEFORE YOU DIG f/�ci��J v�oo go a a oao � � / I ZNJ8' / I �r.i� �. /•Q II I' II—I — — I / �/I//�,,.^�//,//-.:-.i- l /�,./�' .� �WLc mo IF DRIV z .E� T -- S = IB �IDWALK N Y i� ' L WIDTH=30 OVER SIDEWALK " STA=5+1 OVER DIl� DTH It 00 I------------- L CENTER OF-DRIVE CENTER OF DIVE .o � IZIeAl, ••1.5 TAPER ....-. _- ---�-- __..---'--- I �...E-� — — -y-——� --�-� ——r—— —/ C——-- / ——— �—e-— e — � / ———"— ——— ————— ——dP - _ lfl � I^"'/ •-- f�Yti��l CURB CUT AND / --------I- --�I i I / F,1 / / I / SIDEWALK D E E E LLUJJJ I 1 I / K:—O m OVER DITCH (n J MAN OLE -3 j 00 F © rn y Z MANHOLE 5-4 I / (�STA=5+30 m. / w �/ + STA 6 9,8.8,gT �' 07 ————f f f Z-( IT1 STA 4+43,9 RT r O !� - FUTURE MEADO VIEW LANE f f f 2 46.91 v 3+60 I 4+00 �, NooD1%F8"E _ �I llitOe m K-I / © s+ 0 2s CO f E E f I / - -�---� - I - '�' _ / ' C I f f f �/ I 362.09' / � i V ` c` SS N 0�148"E ® D IV N0017148 E / I I • '�_ I I T7 f6 I L_f—f J SS —Q S211�- ———c`JI2Jl� =SS= Zll -S —SS ———�l�l IRRI— ,8 SS _i _ �i_ - I O I a --------�---- ----- �AAAHOg -�— �oi-- -- — --- --- —W— —i— 8 W— --- — ----822W -- �'W— -- / 8 Vd ... . , ND D 4'rT -- - O J / / e CENTER OF DR6 I BEGIN TAPER SIDEWALK SIDRE�WA — CENTER OF DRIVE N f X a�/ (JT / / I ,.. A-3+51 2,24 RT CENTS DRIVE / / STA 5+00 OVER DITCH OVER DITCH STA=5+92.52,1 .6 R R1 f�N / WIDTH=30 I STA-5+10 I STA=5+50 WIDTH=20' STA 8+83.87,11.'29'RT O g -- "--1-1 ----� —1----�"f=-- -- ---//----- �/— ---I / -- STA D_t.z4 _— ---------'- I- MH#5-2 T- I ���P-�- � OHP --°-"�� / � — �-- — ��� — — I ' ���. — — — I— f— - �-- — — — rQD $ ter / z� I I IS+ Z� SS 9\\\X Il STA =3+00 PW ELEV= 3799.06 c�c z A.D. _ -1.50 C w K= 66.67 PLAN VIEW w 100.00' VC =«' Z °�� PVl STA = 4+10 o o Il ELEV= 3795.21 ! , A.D. =2.44 �! K= 49.17 +8 U CID VC 0 m 0 PROFILE VIEW ui .'1; 1"=2'VERF. -2.00 �I Lu ~ LL 3800 REFERENCE NOTES: > Z o h — }� ^ © NEW ASPHALT PER DETAIL 10/C7.1 (STANDARD 48'COLLECTOR j ,3So STREET/BALANCED STREET SECTION)AND DETAIL 8/C7.2.64 ` -- Lu ® NEW STANDARD CURB AND GUTTER PER DETAIL 8/C7.1. � EXISTING GRADE ® INSTALL DRIVEWAY APPROACH(WIDTH PER PLAN)PER DETAIL 9/07.0. � 1 ® NEW CONCRETE SIDEWALK PER DETAIL 4/07.0. cc 3796 ^A n m MATCH EXISTING GRADE. NE V TOP BACK OF CURB(TBC)ELEVATI N3 -m ® NEW MANHOLE PER DETAIL 10/C7.1. LLI LIGHT).TEMPORARY BARRICADES PER DETAIL 3/C7.2.(NO FLASHING ® m ® ADJUST ACCESS LIDS TO FINISHED GRADE(ASPHALT). WRAP CURB Y AROUND ACCESS LID SO ACCESS LID IS ONLY IN ASPHALT. EXISTING CMP STORM SL_O=�088 F7/Rr -� ® NEW CURB CUT FOR STORM DRAINAGE PER DETAIL 6/C7.2. 3792 ® NEW SIDEWALK SCUPPER OVER STORM DRAINAGE DITCH PER CITY OF M TWIN FALLS STANDARD DRAWING S-6. co 10" EN. WATER MAIN ©LOCATION AND DEPTH LOWER EXISTING CMP SO TOP OF CMP IS 30"BELOW FINISHED GRADE. ARE APPROXIMATE CONTRACTOR TO FIELD VERIFY POSITIVE DRAINAGE UPSTREAM AND DOWNSTREAM OF CULVERT AND CONTACT CITY OF TWIN FALLS IF POSITIVE DRAINAGE CAN NOT BE MAINTAINED.MAINTAIN EXISTING SLOPE OF CULVERT. 8" SEWER 193 LF ® 0.50X NOTES: u- 3788 EX. 8" SEWER 176 LF - 1. SEE DETAIL B/C7.2 FOR ROAD SECTION. LL j STA. 2+45 8.99' RT --.. 2. INFORMATION ON THE EXISTING MEADOWVIEW LANE(TO THE Q I.E. N- 3789.17' EX 8" SfWER 6 LF NORTH)WAS OBTAINED FROM RIEDESEL&ASSOCIATES,INC. CAP SEWER MAIN STUB. '- �' -1,30% - AND HAS NOT BEEN CONFIRMED BY SURVEY.CONTRACTOR - TO VERIFY PRIOR TO BEGINNING WORK. '-- 3. CONTRACTOR SHALL ADJUST ALL SURFACE FEATURES OF INSTALL MANHOLE 5-5 EXISTING AND PROPOSED UTILITIES(VALVES,MANHOLES, STA. 2+50, 9 RT ETC.)TO FINISHED GRADE. RIM EL= 3800.02' INSTALL MANHOLE 5-4 3784 I.E. S- 3789.53' STA. 4+43, 9 RT I.E. N- 3789.43 RIM EL.=3794.90 INSTALL MANHOLE 5-3 S�ONAL I.E. N= 3788.46' STA. 6+19.00 8.8' FIT 015TfR �'Q.. RIM EL.- 3792.83' 4 I.E. W= 3788.66' I.E. S= 3787.48' EX. M NFIOLE '5-2 I.E. E- 3788.66' I.E. EX. N= 3787.18 STA. 1483.87 11.29' RT o REMOVE EX. SEWER MAIN PLUG RIM E= 3792.17' y vS AND INSTALL MANHOLE LE. N 3786.23' O rf OF I.E. Sim 3786.33' 9 yoN A, DATUM ELEV 3780.00 REVISIONS: GRAPHIC SCALE w U ,0 m DRAWN BY: DATE: 2+00 2+46.91 3+00 4+00 5+00 6+00 6+29 7+00 (IN ee>;r) JJS 12RU0T 1 1IIDh= 20 fL CHECKED: JOB NO: CONTRACTOR NOTE °A6 �'42'�'I SHEET NUMBER: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT O VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEET TITLE: OTHERS.WE ASSUME NO UABIUTY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 MEADOWVIEW LANE SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTIUTIES IN AREAS CRITICAL TO PLAN AND CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL TWO BUSINESS DAYS PROFILE BEFORE YOU DIG 'J AP, -T 4 T Elev.Stake F4 c3 1 g C "ran oQo Back of Sidewalk y i y oo ,� Temporary Steel Fence Q Sidewalk "iv Back of Sidewalk Post to Preserve Location �r�p1, ," G N N NOTES: \ 5'-8' Varies 5'-B of Box.Post Furnished W 4"plastic sewer service line and Installed b Contractor. C�1 D o 0 Minimum slope = 1%or 1. The concrete for thrust blocks shall be a five(5)bag mix with 2500 PSI or greater strength. V See#9 Y �Z N ry 1/8"per foal 2. All thrusts blacks shall be constructed of approximately one-third cubic yards(1/3c.y.)of \ �' C+ vvt" concrete not less than six inches(6")thick, x Service Lin 7 y a ki Prefab/;soled 'Y"or 3. All water lines shall have o minimum cover of thirty inches(30"). Meter Z C,iE U o O 2-45' Elbows Topping Saddle located 4. All water lines shall be ductile iron Class 51 or eater, x &Box See 09 17"Meter Box Ravens m J pa n to half of 5. No trench bocktill shall be laced until the 9r 12"-18'to Meter Box Product Inc.or v n P pipe T Tapping Saddle p pipe and fittings are inspected by the Engineer, \ Tapping Pit >3 Prefabricated 'Y"or I Required 6. The pressure and leakage tests shall be completed in occordonce with Section 410.04(3)D. Meter Pit �'approved equal. Z lL Furnished by city and k in top Saddle located 45• Elbow 7. All work shall conform with the City of Twin Falls TI Sondord Specifications Sections 409- \ \ \ \ placed by contractor. Z 0 R M N I din!op of pipe I TRENCHING&BACKe f and 410-PIPE INSTALLATION. _ LrT,y \ IL_ T B. Thrust blocks may be formed with plywood to prevent concrete from covering flange bolts Corporation Stop N W _-_- or drain holes(typ.). •••v:a• z.e:: ::..:<.., p`�' -- Prefabricated 'Y" sWcturalL Main Doe or Topping Saddle steel-1/2" FOR SERWCE IJNf Ekv.Stake Sid ewal Ater Meter&Meter I'"4 ', Required or more 1"to less than 4"lines W Sewer inteece tor- i Sewer lateral - _- thick See Note No. 8 T-1 24"min. -Setter famished and U Z"�.r P the Trench width may be installed b the Cit <W - 10"D'o.or larger less than 10'Do. - - Soa Std.Dwg. 18"min,or larger.For For Subdivisions&New Developments, inside the box Y Y 4"or larger Foes see water supply lines copper tracer wire ' The Contractor shall A A Df PROFILE VIEW PROFILE VIEW r\ a Slid.Dwg.T-1. ('.e. 12 g in.f a d stainless steel, dig meter pit&service \; stiffener(i.e.for 1"to 2"copper 34" fine trench 34'deep Connection for Connection for A TYPICAL TRENCH DETAIL Contractor shoo be furnished by the from finished aurtace. INTERCEPTOR SEWERS LATERAL SEWERS FOR WATER SERVICE LINES water lino to building N.T.S. N.T.S. F N.T.S. connected installed and by the PLAN VIEW PLAN VIEW SIO Contractor IM NN FOR THRUST BLOCKING MainTLin. / NOTES: Tees&Plugs 45'Bends Reducers& Connection for Fitting gs 90 Bends & w NOTES: 1. The owner shall construct all taps into existing sewer and install the Nzes Ye% 22 t 2' Bend sewer top line from the sewer main to the building to Include under NEW OR EXISTING Connection for - MAS A A B 1. The water taps, meters,tail pieces end connectors shall be furnished Level Undisturbed 16"Toil Pien4e&CompressionE streets and right-or-way. PUBLIC SEWER NEW PUBLIC SEWER - - 4" - t c" 1- 0'-1 and installed by the Crty.The Contractor shall furnish, and the City or Compacted Soil fitting for 1 copper size2. All lops to existing sewers shall be located in the upper half of the N.T.S N.T.S - - - '-7" I'- - will install the water supplylinen,cropper tracer wires and stainless steelby Cordroctor. pipe famished y the Citypis. V_ " - st'dfenem.The Contmator will install meter box furnished by cfly. Corporation Stop Valve Paek Joint for 3/4"or i"copper size (L3. Sewer tops and lines to buildings shall be installed by private con- 1 - " 3-10 - 2'-9" - - i 2. An elevation stake is required on each aide of the meter box of the back of sidewalk Fumiehed&placed by tractors quolified to do such work. i " - - - _ _ _ line.The box elevation is the same as the back of sidewalk. the City plastic pipe is furnished by the City 4. No trench bocktil shall be placed until the sewer lop has been i- i 4'- , •• - " - 3. A water service line shall be installed for each potential user of the system in new TYPICAL WATER SERVICE CONNECTION spected and approved by the Wastewater Collection Dept.(735-7270). NOTE: This table is based on 150 PSI main pressure and developments when new water mains are installed. C 5. All sewer to s entering a manhole shoo be below the manhole base Pr 4. The icatic water line hall be two feet 2' longer than the service line trench to IN SUBDIVISIONS & NEW DEVELOPMENT B P 9 2000 PSF soil bearing pressure. Wrap all fittings with p ( ) 9 and above the top half of the sewer lateral. allow for expansion and contraction. �u 6. An a Pdyethylene. N.T.S. approved se lapping saddle shall be required for all new laps to 5. The building water lines shall be installed by a private contractor qualiRed to perform existing sewer loterols. STANDARD SPECIFICATIONS 409 AND 410 such work. STANDARD SPECIFICATIONS 409,410.02(B)AND APPENDIX B 7. Ali sewer trenches in public traffic ways shall conform to Standard REVISIONS cn'Y OF Tw[n FALLS CITY OF•rwlx gnus 6. No trench 6aek8tl shall be placed until the connection'e'nspeeted and ppraved. Growing No.s T i,T 1A and T-18 for trenching details. ENGINEERING DEPARTMENT REVISIONS ENGINEERING DEPARTMENT 7. Trenches 'n all public right of ways shall Conform to Standard Drawing Pb.a S-9,T-1. REVISIONS CITY of Twin FATJP ' 6. An owner constructing a n NO PDAT CHANCE DESCRIPTION ENGINERRING DEPARTI19NIT J g public sewer system m o subdivision or STANDARD NO APP Dnr CHANGE DESCRIPTION STANDARD THRUST BLOCK IT and U-1. P CIDJ/0E DBSMUP27ON •�,2 development shall construct a sewer too and service for eo h Potential t. Gv 5/92 PREFnE NOTE CHANGED t, cr 1/9 NOTE B ADDED 8. For 1-1 2"Water Taps and larger Contact the City of Twin Falls Water Department for STANDARD t 2. GY /9s ADDED NOTE s. SEWER SERVICE ! / p 9 ty P t, U `N user and extend 't to the property one /2'Reber 2. GY 5%0 e1.2000 TO 250o INSTALLATION more information about City materials 36-2275). WATER SERVICE 3. GY 9a STD.SPECS.NOTE CONNECTIONS E. Q 9. See Std.Dwg. S-9. s. cv / 6'-z2 I/2,a=I-o E•OR WATER LINES 9. The pit width shall be thirty inches(30 far Imes one inch (1•)to w 33 A. - TWIN s ID E.two two inch S2')or forty-eight inches(48 for lines larger than two inch (20. s. CONNECTIONS 4. WIN FALLS DEC. 199 APPROVED: Dwa.NO. 1O.WOtef supply lines shall be"hi h densi eye ( pp a. _ ID 1.C- 5, APPRoveo: DWc.No. s. --� ------ g typal eth ne" HDPE Drisco a ModN S100H •^ - e. 6. Ultm-Line conforming to Copper Tube Sin CTS)-OD ASTM D�737-SDR9 (PE 3405) 6' f0. APPROVED: DMG.NO. U _.-__ - _._. _- Z CITY ENGINEER °�_8 _. _ T. cerY ENc nE T-2 and 200 PSI. e. . T. IF 9 0 ADD STEEL P08f CITY R W-1 Q ■ SEWER SERVICE CONNECTION i THRUST BLOCKING WATER SERVICE CONNECTION 3 SCALE: NTS SCALE: NTS SCALE; NIS LOCKABLE HANDLE---- Edges shot[not have more than a 1/4'rod is 5 Fool . ... _ FINISHED GRADE ._.. .. 7 1/4"Per Fool Slope Req'd. a C \SIAMESE CONNECTION 2 1/2"(PORT * C °•'/r••%• •• "./ ,r •, °•,•";•• //\•°�•• To PUMPER CONNECTION)PER TWIN FALLS 2"Gravel Bose composted to 95% �/f FIRE DEPARTMENT REQUIREMENTS. CONCRETE of gravel proctor typ. •° GRADE ____ COLLAR(TYP.) O Soli compacted l0 95%of the soil proctor typ. --- -------- ---- ,.VALVE BOX FOR CHECK VALVE Soil bocktill required with a 2s slope 02.0pq12). to 90% of the soil proctor typ. (see section 402.03(12). GALV PIPE IL SIZE PER PLAN 5'-0 TYPICAL SIDEWALK SECTION � ( ) DUCTILE IRON POST I. Reber.'Jertital ((Sill to". N.T.S. 1n 6"SOFT SEAT CHECK VALVE 0 CS x Horizontal one top NOTES: aand one bottom. 1. Expansion material shall be required every fifteen feet (15')and '^ when adjoining any previous controls work (see Sid. Dwg E-t / TO BUILDING SPRINKLER SYSTEM w VJ nod Sid. Specs 401'02). C J 2 Expansion ater'al shall be required behind the sidewalk G Typ, r wherever there will be or is o driveway,walk or structure (see /�� \�/\�/\�/\�/\ CL MAIN Sid Dwg E-1 and Sid 5pecs. 401.02). /��//��% ° ��//��//��/��//� _� 3.All cracked or broken sidewalk shall be retested except os //�// ° - //�//�//�//� a).There shindicated all be allowed one(1) random crack perpendicular % /� // / /\/ /\// / /%// / //\�/\ //�\��\\�\��\// / / / / / / / / / / / / / / / / / / GATE VALVE FOR (2)-3/4"4°U" ExMMufor;.[ to the curb and within the middle one-third (1/3)of the \//, �/ �j��j�� j�// /�j\�%\ \��/\� �/\/ INDICATOR POST ANCHOR ROD ^a^ Requires five foot (5')sidewalk section per three hundred linear feet RESILIENT WEDGE GATE VALVE AWWA W 0- (300') of sidewalk. 3/4'BALL DRIP IN 2 THRUST BLOCK C-509 ULFM APPROVED FULL WATER CONCRETE VALVE PEDESTAL 1'-6"Typ, b).There shall be no sections less than twenty-Rve square feet CU.YD. GRAVEL PIT WAY C-R COATED(TYP.) (25s. when sidewalk is removed and/or replaced. � � 0 4. Gravel mayy be three-quarter inch(3/4")max. or one and one a°• , half inch (1 1/2") max.graded gravel (see Sid. Specs. 412). ry. E n E `t.��• LL \` •• STANDARD SPECIFICATIONS 401, 402 AND 403 FIRE DEPARTMENT CONNECTION F.D.C. 5 POST INDICATOR VALVE s z \ ° Reber:V Horizontal a��ll ® op. I CITY OF TWIN FALLS one midd One tap, REVISIONS ENGINEERING DEPARTMENT //•� ��� One middle and one NO.APP OAT CHANGE D65CRi1"NDN SCALE NTS SCALE NTS -°--^•I A bottom. I: aY a a naTE 4. T GR. STANDARD SIDEWALK Typ 1 1/2"TYP 2. GY 2 a NOTE O.(ADDIDITIOONS DETAILS W W d. STD.SPECS.NOTES M B"min. 4. GY a 9 5'DIN.ON 2ND DETAIL TWIN FALLS D DEC. O O ca TYPICAL SIDEWALK WITH RETAINING WALL 5. GY a a OR ALT.REBAR APPROVED: OWC.No. _ N.T.S. e. GY 3/ EDCEs-1 a RADfU9 c C Y. CY tE o CNC.DETAIL h NOTES CITY ENGINEER S-1 STREET SECTION NOTES ' • � C. a Right-of-Way Varies u .--.. - ---- 1. Street widths to be in accordance c Varies Varies it the City of Twin Falls by th o3g' s o, a,• u UJ Street Width o City�Engineet Pion or as modified by the PUBLIC SIDEWALK4 ��F F� 'I'b¢ '`�• o Face of Curb Crown Lip of gutter c 2. Standard 36' Residential Street J SCALE NTS -2-c Section shall include: / �Y1 �� a I Flow Line 2.5%� 2.5% a 2"Pant aMixmat-1 2"or 3 4" LLJ The.dashed linos represent 2"-3/4" Leveling course \\ o change in slope only.This 6"-, 1/2"Bose course Q o See Note 4 NOTE: 3. Standard 48'Collector Street Section \ is NOT a caniroction or Asphalt e expansion joint. 3/4"leveling Course 2.5%cross-slope measured shall include: 1 1/2, Base Course from Lip of Gutter to Crown. 3"Asphalt mat-3/4" Plant f"Yw Compacted Subgrade Mix Only L.1� 2"-3/4" Leveling course sso \A TYPICAL BALANCED STREET SECTION 9"-1 1/2"Bose course O PG All other Street Sections to be N.T.S. determined by the City Engineer. f PP 4. 3/4" Leveling course may be substituted 6"PORTLAND CEMENT CONCRETE - v A"( 0,'.-way Slope Tangent LL for 1 1/2"Base course in standard v ` Expansion Material to Gutter Rawlins V Y�F, 45 p 36 Residential street sections, alleys N (See Note 6 a a a 4.OF 3/4°MINUS CRUSHED Expansion Material �GP�'OR I } 5.Jt /2'c Bose'name may be substituted 4 e SAND AND GRAVEL BASE COURSE (T p. Both Ends) �e _ 2 Sit,e-.. o Right-of-Way Varies w far 3/4"leveling course for all S-4 yy sections. Std. Dwg. E-1 •SlSidaD Sidewalk j Ck % SUBGRADE Sid. Dwg. S-1 2"Minimum Com Varies Varies potted Grovel ells Y Street Width r 6'-0" � Varies Vries Varies x f -1 p Face of Curb Crown Lip of gutter a I Flow Line ---2.59. a CONCRETE TRASH COMPACTOR PAD NOTES: TYPICAL DRIVEWAY APPROACH SECTION 2.5%- 7 1. All driveway approaches require special approval of the City Engineer before construction. N.T.S. �� 2. Approach width for standard driveways: SCALE : NTS RONAL esidential t2-36 test Asphalt NOTE: -=SrGIST Joint Use 20-40 feet 3/4'.Leveling Course from2.5%cross-slope slope measured yQeF�GlSifq Commercial 30-40 feet from Lip of Gutter to Crown. y^r Qfu FO Truck 40-65 feet w/City Engineer Approval 1 1 pa Base Course 3. Special arterial street driveway a Compacted Subgrade p y approach may be allowed or required when traffic conditions arrant rapid entrance and exit movements. STANDARD SPECIFICATIONS 401 AND 405 4. Drivewoy approaches over twelve feet (12')and less than twenty feet (20') may have one TYPICAL UNBALANCED STREET SECTION 1 contraction ant. REVISIONS CITY OF TWIN FALLS N.T.S. STANDARD SPECIFICATIONS 401, 402, 403, 411, 412 AND 413 9y. OP () joint. ENGINEERING DEPARTMENT O F OF `r 5. Driveways aver tweet tee[ n joint s have contraction joints ever fifteen fee[ ,5' REVISIONS CITY OF TWIN FALLS •� Ys Y ( ) 1 Y ( )• NO.APP A CHANGE DBSCPoPITOx 9 SQUARED ENDS (20'-30'driveway CODLfOC[lon jaink shall be Centered). 1 of 0/0"a AEao ,A.To.' STANDARD.DRIVEWAY ENGINEERING DEPARTMENT 410N A 9� 10" 0 0 6. All driveway approaches shall have expansion materiol either at the book of the curb and z APPROACH WITH N0. P A CHANGE DESCRIPTION TYPICAL.STREET gutter or at the back of the approach end shall conform to Sid.Specs. 401.02.(If the 3• DETACHED.SIDEWALK I" SECTIONS driveway does of exist, expansion material shall go behind the curb). 4 TWIN F ID ov z004 2. 7. Na ....ked or broken sections of driveway approaches shall be less than thirty-five square 5 1 DWG.No. S' q, TWIN FA ID rS- feet(35 af.). e. D APPROVED:T. CITY ENGINEER D-lA 5'PLAN vcrrY Nc1xE R REVISIONS: 5-9 1/2" DRIVEWAY APPROACH s TYPICAL STREET SECTION io 1"DIA.HOLE(TYP.OF 2) SCALE: NTS SCALE : NTS 6' ORAFAJ 8 DATE: 3° CHECKED: JOB NO: 1'-0 3/4• V-3• 1'-2- V-3• r-o 3/4• CONTRACTOR NOTE DAS 06-42-041 SHEET NUMBER: ELEVATION ALL EXISTING UTIURES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT ��•O VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEET TITLE: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 WHEEL STOP SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DETAILS SCALE; NTS CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL TWO BUSINESS DAYS BEFORE YOU DIG bft,b-1-1 I �oog � LANDSCAPE AREA 10" t V J $ I I �3 BARS CONINUOUS R a/Z N JOINTS IN FILTER FABRIC SHALL BE SPLICED SITE EXISTING FIELD AT POSTS.USE 1"STAPLES,WIRE RINGS,OR r�� rl-1 2 e� ROW EQUIVALENT TO ATTACH FABRIC TO POSTS AND WIRE. /�/� 5'DEP1H OF zedEX.GROUND 2THROUGH JOINT 6" Zl'-O"MIN,4"-6"QUARRY 2"X2"BY 14 Go.WARE d. d' ACp MESH SUPPORT FENCE OR 1 a A 1 EXISTING GRADE yo SPACES EQUIVALENT,If STANDARD \ �-1 (n STRENGTH FABRIC USED O'S �6" !v moo \ GRAVEL BASE COURSE \ 2:1 F \. \ n\\ \�� i +FILTER FABRIC V ROW I MIN a a a a d SUBBASE A G 100'MIN \ 1' S BOND EXTRUDED CURB TO 1'R 4"-6"QUARRY SPALLS " r n MIN.8"x12"TRENCH AC WITH EPDXY CEMENT (TYP) BURY BOTTOM of EXTRUDED CURB 3 BERM t t FILTER MATERIAL IN 6'MAX. 1 5' SCALE : NTS -- 111611 - 24' 8"x12"TRENCH BACKFlLL TRENCH WITH SCALE:NTS m NATIVE SOIL OR 3/4"-1.5 C l WASHED GRAVEL [_ POST SPACING MAY BE INCREASED 10 8'IF WIRE BACKING IS USED 2"X2"WOOD POSTS, 2,5"-CLASS III ASPHALT CONCRETE TOP COURSE N STANDARD OR BETTER • • - d •NOTE: NON-WOVEN FILTER FABRIC 4"-3/4"MINUS CRUSHED �\ OCO 4sa5 EQUAL)MATERIAL d d d d _ SAND AND GRAVEL BASE COURSE IN R T V IN CONTINUOUS ROLLS. ( Tl �(1� T 10"PIT RUN SAND AND GRAVEL J 7J SUBBASE COURSE CONSTRUCTION ENTRANCE E SCALE: NITS TEMPORARY FILTER FABRIC FENCE DETAIL SUBGRADE SCALE: NITS ASPHALT/CONCRETE PAVEMENT SECTION 0 " t SCALE: NTS g �Qrelessesseeli ttth777 2'-0' �- 2.6" 3' 2'-6. �6„ 2•_0„ 13 FINISH 6, SQUARE 8"X4" UT SURFACE CAST IRONRON-OLYMPIC FOUNDRY No.M1007 B I I - CONCRETE each id 4lord ,r �j A �A io 3„ rI 3„ each side welded 4"THICK CONCRETE SIDEWALK STOP REINF.AT EACH SIDE PAD •! - it II__ to angles OVERLAP REINF.6"MIN.-DO NOT IT. PREMOLDED JOINT FILLER MATERIAL WATERTIGHT z-<s 3 t/2"x 3" CAP 12"d D.I.CIE 52 Lip of Gutter 2"BASE COURSE 1/2'R TOOLED JOINT 2-12"No. 4 bars 2 ears 3 1/2" FIBER JOINT soon side' 6 x 1/4"x 2'-6" - / Welded to angles SECTION A=A Z 1 2 PACKING 6"SEWER PIPE ` 1/2"R TOOLED CONTROL JOINT. PLAN N.T.S. LENGTH TO FIT 4'-0" 4•_0„ _6" 1'-5" 5" 2-12 No.4 bore. 45'BEND 7 3/8" Top of eurb I-{ COMPACTED SEWER PIPE WYE 6"MIN.THICKNESS Lip of gutter Flow line O -I I1-1I I-III-III-II1-11I-111 III-11 I1I-I11-I1 -III-III-III-III-III-III-III-III-III-I r r , SUBGRADE. CONCRETE SADDLE I _ (5-0"MAXIMUM SPACING IN SIDEWALKS) (50'-0"MAXIMUM SPACING IN SIDEWALKS) .v aUJ TYP. CONTROL JOINT TYP. EXPANSION JOINT _ Trowel smooth W C G J PRIVATE SIDEWALK r5 TYPICAL CLEANOUT s ELEVATION N,rs.SECTION e-B _I Lei. EN SCALE; NITS SCALE NTS N.T.S. STANDARD SPECIFICATIONS 401 AND 406Er REVISIONS c OF TWIN FALLS Q Z ENGINEERING DEPARTMENT NO y DAT CHANCE S.sC NOTES 1 ' ' //�� NOTES: 1. aY ea STD.stets.NOTES - STANDARD CATCH BASIN W a- i, The outlet 2.CY 1/98l I1ROf'BBL01Y PIPT ' pipe shall be placed as directed. s. 2. Pipes may enter or leave box from any direction. M1. TWIN FALLS ID DEC. 1990 3. Minimum pipe size shall be twelve inch (12") e, nFPROVEU: Dwc.no. diameter and shall conform to Sld. Specs. 410.02. I 7. CITY ENGINEER -__ STANDARD CATCH BASIN 7 SCALE: NTS J m ::) m NOTES' FIRE HYDRANT BENCH MARK SYSTEM Concrete for monholas Std.manhole ring&cover 1. All fire hydronls shall hove the following features: 1 outside street eeptions see Sid. Dwg. No.M-4 A.3 1/2 fool bury minimum The City of Twin Foils bench mark(TFCSM) I Asphalt for manhole Y B.2 each 2 I/2 MST threaded nozzles Shall be signified by o 'B" slumped on O In street section C. 1 each 4 1/2 NST threaded nozzle bolt in the bonnet of the fire hydrant- I '„u work by City Forces 1 I SOH ''., ---- ---- Total D.Dry-barrel type 6"hydrant I I �. grade adjustment including E.Hydrants ah011 be oil lubricated r! g rings and grout/mastic not F.Break-away protection Cily of twin Falls bench mark tog(TFCBM) Vida 1'-0".No more than M furnished k inslnlled by City 6" manhole Distance to Tongue and ggra0 %'S 3 grade rings an new installation. s p e C.Colors:Red barrel,white 2 1/2"covers manhole wall JdinE royyuirotl. r 2' 0" "s H.Fire Hydrant valve shall be resilient wedge fi"min. Sewer service $ Joirda shall be soled p with Ram-Nek�or equal) I, Main valve construction shall be bronze to bronze 12 mox. connection J Manhole Cone Q or brass to brass _ LL __ grout may be used on 1 'f one jjoint for putting 2'-0"minimun J. Main slue closes with color pressure 0 - - the Ild to street grade, I •;�•� 3'-0"maximum 2'-0" NOTES: K.Approvol of the City Water Superintendent 4 1/2"Steomer nozzle -- - in height r1� 1. Standard thirty-six fool(36') residential street shall 2.Acceptable types of fire hydrants are: Center of flange r LL 6" I'-6" include two and one half inches (2 1/2")compacted A.We"Qua Co.,Model name: Pacer 100 2 1/2"nozzle Future stub-out or 'f 1 novel base 12° Sidewalk Fir.hydrant Ilonge/ 5r g under curb and gutter. B. Mueller Co., Model name;Super Centurien A423 /'break-owo bolts lateral connection ,, 4; 1"R. 2. Standard forty-eight loot (48')orteriol street sections C.Clow Valve Division,Model name; Medallion Min. / Y All channels eha11 have --------- --------- O 1"Bolter shall include six and one half inches 6 1 2" compacted Curb&gutter a l'-0"redlus ( / ) P 3.The hydrant bottom flange shall be accurately 3"min./8"max. I 1/4"R. OV.I bosa under curb and utter. .. ' ) Manhole barrel 9r 9 I I 'I 4' 0"leveled and plugged with o metal cop anti I + - Undisturbed I I varies In height-1 1/2" 3. Composted gravel lose antler Curb and gutter for all 9 the hydrant is placed. soil l sat In concrete hose other street sections to be determined by City Engineer, /' ii ' 1/4"R. 4.Curb and gutter nineteen feet (19') long or less 4•A mechanicol-joint valve shall be used which Bottom flange requires one expansion f material Dint.Curb and shall be tied to the main with Ready Rod.it c p O J Cost vo uve box or gutter twenty feet (20')to forty feel(40'), requires flat bolted to the flange on the main. Pavement I Drain hole-If located in this Z islet must be on area, cinder block support `v O Grout required 6"" Grout required ' two expansion (2) material joints. Curb ort0 gutter forty 5.Thrust blocks consist of the following; street side of curb PP t Top of Ba oocrete block may be omitted. • MANHOLE BASE SECTION A-A 0.1 Ft.per FL p feet (40')and larger shall have ex anaion material A. i/3 C.Y,of concrete rat less than n._ r /� P __ _;' I`1 p 6"thick, thrust block A __ L09249L_base joints at forty loot(40) intervals (see Sid. Dwg. E-t varies I E N.T.S. a q: c o•°;o ° and Sid.Specs. 401.02). (See Sid.Specs. 403.03(6) B. a 5 bog mix which has o min.of P NOTES: tO 3'R ' rO •" for extru0etl curb). 3000 PSI 'I 1, Base elevations at manhole barrel shall be the some as the L Comported 3/d"or 1 1/2" 5.For concrete streets sea Sid. Dwg, C-7. 6.Concrete thrust blocks shall not cover -I - -------.----- top of the highest pipe. -- ____ I • I gravel base to bottom of street 6.No section of curb shall be leas than four feet (4') __ .. . .� --f•� section (see notes) in length. flange bolts or drain hole (See Std. , T,, 2. Channels for future stub-outs shall be lined with plastic and g- -�-d'r ----- -L 7, Backfill behind curbs shall conform to section 403.03(115). Dwg. T-2). Drain sum 1 2 C.Y. of uniform r ..�� Concrela thrust filled temporarily with grout. Sewer service TYPICAL CURB AND GUTTER SECTION 7.AU hydrant related piping shall be I rock or pgrovel filled to ,1 ml block,keep 4"-6" 3. The minimum invert elevation for stub-Data and lateral connection ;>"'•';r,•.,t� i r`. :� f' Future stub-out or Class 51 ductile iron. 6"above drain hole. ^.� from flange. connections shall be at the centerline elevation of the mainline J s„.q; N.T.S. 8.If for any reason a fire hydrant with Tee from Cinder block su orl (See Note No. 6) pipe or at the elevation which matches the top of the lateral �:� «.. toterel connection .:S\GNAL o Bench Mark is moved or worked Mein line Fire hydrant valve PP with the top of the mainline pipe,whichever is higher. '` ;": boSTfgf, must be on street Drain hole-If located in this 4. All sewer service lines entering the manhole shall be below Compacted q�' O .on.the Bench Mork Tog must be Bolt Tea to Gate ((lange side of curb area, cinder block the top of the bass and above the Centerine of the r -0" •\� removed and turned into the City to flange),or two (2) five- N.T.S. support is required. existing pipe. subgrade Manhole base If Twin Falls Engineering Department. eighths inch (5/8") Ready 5. Grout seal all pipes entering the manhole at the barrel. TYPICAL TYPE 1 MANHOLE SECTION varies in height with e STANDARD SPECIFICATIONS 401 AND 403 9. No used lire nydronte shall be uses Rods on opposite sides of STANDARD SPECIFICATIONS 410, 410.02 1 B 1 6. The Contractor shall provide If stub-out.ae required N.T.S. size of pipe Z p CITY OF TWIN FALLS without written permission of City Pe u'redm lee to gale are (OITY)OF TWIN FALLS by the Cif Englrsa. STANDARD SPECIFICATIONS 408 09rf OF REVISIONS ENGINEERING DEPARTMENT Engineer, No crocked, broth,or q REVISIONS ENGINEERING DEPARTMENT 7• The c0➢Cr 0 bases of manholes may be a five(5)bag mix REVISIONS CTrx OF TWIII FALLS q NO.APP CHANCE DESCRIPnON defective fire hydrants shall be used. NO APP BAT CHANGE DESCRIPTION and Conform to all Other standard Concrete specifications in ENGU;EERWG DEPARTMENT MpN A,9M' 1. CY a 44 Bb GRAVEL STANDARD I. OY s CHANGEB a.1r.DISTANCE STANDARD the General Notes. NO CHANCE DESCRIPTION E. s 9 ADDED NOT a. CURB AND CUTTER E. GY a o ADDED THIiUSr BIACK FIRE HYDRANT 8. Preformed manhole bases may be used by submitting shop- t. Cx ea ADDED Nore a STANDARD a. OY 8 ADDED NOTE 8. 3. GY a 9 IN.To s'MR. & VALVE BOX drawing*to the City Engineer. All deviations from this R. CY 98 TOP OR BASE NOTE TYPE'' 1 MANHOLE 4. CY B ADDED NOTE 7. Tw[N S {. CY!0 ONAR flip.Ex 9ADEA P.N.VA TIVIN FALL I drawing must be clearly noted. 9. CY 90 ADDED NOTE 9 s. CY 9 STD.SPECS.NOTES APPROVED: DWG. NO. e. OY 0 9 MAX.To 6 uAx. APPROVED: DWG.NO, 9. Manhole steps will not be allowed. 4. CY BB ADDED NOTE ID TWIN DE B 6. CY B CHANCED M1M1'TO de' 6. GY 0 AD➢ED NOTE B 10.When using offset manholes the lid and ring shall be on the e. 9 00 ADDED EASE D019. API'ROV®: Dw6.NO. -_ 7. GY l 99 ADO_➢A03.03 a TO 4 CITY ENGINEER _ _ 7. OY 0 CfIG,NOTE:I-G. CITY ENGINEER F-I up stream aide. S. OY Op CHa.a apes 7O B" CITY ENCUNEER M_1 REVISIONS: CURB AND GUTTER �1 SCALE NTS TYPICAL FIRE HYDRANT s TYPICAL MANHOLE 10 : SCALE: NTS SCALE : NTS DRAWN BY: DATE: JJS 12/21/01 CHECKED: JOB NO: CONTRACTOR NOTE °AS "`2"®41 SHEET NUMBER: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT •I VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTITI.E: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DETAILS CONSTRUCTION CONTACT THE UTIUTY OWNER/AGENCY. CALL TWO BUSINESS DAYS BEFORE YOU DIG �ar4� 1 I_ 'N h V 7 POND BOTTOM Sty',J m o a o }331j�1$<N - - W 00 0 Plant Mix Peleh Mot'I. 6"max. mechanically r��0 ] o °O 00 compacted to 95%max, density(See Sid. - - py z N Dwg.T-16 for concrete street and Sid. Owg. �i m Took Coot S-4). (Nat squired for gravel surface). -I IF_-II"LI I 'I � BACKFlLL `j" Existing surface material Existing surface material is I� =�-I-� C 12 Tack Coat Exist Asphalt 1 I' -III= 1- 2"min. (See Existing Ground Existing Ground note 7) Exist. Base - FILTER FABRIC 8 -ami-_ = Material >_ C W��- e b.,`e. E m xE $L:pro$m i, 0 10°0 CORRUGATED O U) N PERFORATED HOPE See Note No. I I c g a E 3 o E E-v 3- NATIVE SOIL PIPE AT 0.0%SLOPE °f •E e�%4,Grovel Base Course ;••°� u c -S s 6'moximum E�- 'E ; 6"moximum '�o o ao V u a backfill material w u o c backfill meierial E�w "o 1'_p 6"maximum - m d m M _ FILTER FABRIC-MIRAFl U e w m min backfill materialmir, wE is ¢i u Std. trench' T o� ,I '4 Std. trench oau , n 140 OR APPROVED EQUAL < - n > Sid. trench o E > width $ `" > width °OiO-s o UNDISTURBED NATIVE SOIL �� �% �i g g 3 3 4 ax`n backfill 'a a E 3 4 max. backfill x E>, 3/4"max. bocklill �x E>, VARIES P PEA' GRAVEL BACKFlLL 2'TO 3" 11111 1�1� mot'I. a "._ m O ot'I. n o m£. n Omoi'I. e o u 8 8�£c WASHED ROCK FOR DRAINS OR 11 1 'o'o: O °- ce v, a"1 �•� °'^' alE E o o a 36"PERFERATED HDPE BETTER F (EVENLY SPACED)NUMBER OF I,I SECTION A-A 1'-0"min. or exist. - -Boddieg shall be shaped PIPES PER PLAN. base thickness, which to 10%pipes overall ever is greater. height (see Sid. Dwg. m TYPE 1 "T" TRENCH SECTION T_IA) TYPE II TRENCH SECTION TYPE HI TRENCH SECTION N.T.S. N.T.S. N.T.S. 36"PERFERATED HDPE(EVENLY CA1CH BASIN FLUSH GRAVEL BACKFlLL 2"TO 3" E SPACED)NUMBER OF PIPES PER WITH POND BOTTOM WASHED ROCK FOR DRAINS OR NOTES: PLAN' BETTER STANDARD TRENCH WIDTH d 1.All work in public traffic ways is subject to approval by the City Engineer, 10. Water crossings that are within eighteen inches He shall be notified one day before any excavation is started. No backfill (18°) of the edges of sewer pipe shall have 3/4" _ 6" pipe U shall be placed until on inspector is available to inspect and test the the non-portoble line encosed with six inches 2 + pipe diameter A backfill material. (6")of concrete ten feet (10')each side of e" - 10 pipe = 3.0' 2. Type'i "T"Trench Section shall be used when crossing a public or private the water line. See Standard Specifications 12" - 16 pipe = 3.5 CLEANOUT PER DETAIL o rood, street or driveway section. A rood, street or driveway section is 410.03(5). 18 - 21"pipe = 4.0' defined as the area under an existing asphalt or gravel surface plus four 11.Grovel base may be three-quarter inch (3/4") p4"- 27"pipe 4,5' 6/C7.1 TYP. feet(4')beyond each edge of the asphalt or grovel surface. max. on a thirty-six foot (36') wide street or 30" - 36"pipe = 5.0' 3,Type II Trench Section shall be used between the edge of o developed less, oiherwise t shall be one one-half Standard Manhole = 6.0' o o p C rood,street or driveway surface and o line running parallel with and ten inches(1 1/2")max. feel(10') from the edge. A rood, street or driveway shall be considered +' developed if it is graded and open to ^ablic or private travel 17'UNLESS NOTED ON U a� 4. Type III Trench Section shall be used outside of any type one or type two STANDARD SPECIFICATIONS 409, 410 AND 412 PLAN * 3 3 araas. CITY OF TWIN FALLS 5. Rock shall be excavated to of least standard trench width. REVISIONS ENGINEERING DEPARTMENT 6, intrench need not be constructed for trenches less fhon seven inches(7") NO APP AT CHANGE DESCRIPTION 0�0 3 L+ in width. I. GY 84 ADDED NOTE 10 STANDARD }� Is66 7.The Plant Mix Section shall be two inches (2")more than existing but it 2. GY 1 95 TACK INSTEAD OF PRIME TRENCHING DETAILS Q need not exceed six inches (6") in depth. 0. GY I go DELETED NOTE 7 10"0 CORRUGATE o O 8.All trenching shell conform to OSHA's revised standard for excavation. 4. GY 9 ADDED NOTE 11 'TWIN FALLS, ID DEC. 1990 PERFORATED HOPE 5. CY 87 CHANCED NOTF.7 APPROVED: DwG.No. PIPE AT 0.0%SLOPE e. CY 00 10.-'NGN-FUTAOI.E" -- 7. GY 0 CHG.1.0'To 2'+PIPE DIA. CITY ENGINEE �'.."I A - - 50'UNLESS NOTED ON PLAN TYPICAL TRENCH SECTIONG SCALE: NTS STORM INFILTRATION GALLERY 2 SCALE : NTS NOT USED 4 7- -. .. .. SCALE:NTS ` ZD c� NOTES G fSEE NoiE b 1. M Wsknem hey be zinc pl led,gelvan'vee or stainless steel.All O a UN steel angle and tubular stem aneE be eat-roses nlgn aarnaa stoo6 DE'aLL'B"c'O'� (LI Ma E,NEI all' petered m901vanlud, 91EgNIX _ - - eOLT 0 tip FNT WASHERS 2 Install one lightweight siside o t Type ri l.de Intensity o rils warring tens aRAHGE AND VIHREtra � ight �Ar hors- roes '' ReR..ECR.E SHEETING fa the warning Mautworca.Imtell two Type i es one"ad (g NE(Nuir- AsrM wave-Tm3la RasNoo waming y,Afro theli light when Trnoode aesmingto TREAD DIM UI MEET - - EDGE OF ASPHALT the NIX NUTpw.l .efi}.� OR]R(SEE NOTE a) tocbse amedwey ej mo the l9ht To Me be so ft detadingta UNIFORM BUILDING n on this planRdanurers reoommeneadons or as.he ems b mown REQUIREMENTS .a o. ', MmAcx Lx.YWTwo PANEL o 4 � Q TOPm e.Axlaraoe ng orage and White SOG&REINF PER PLAN .e O 3 EMpes an berdaaaa mde anal)be n a rd a �./ o p �� '�� n ft dkehve stripes(sloping downward at an angle of 45 degrees d ° d c ° h 0 B. � ®r. Nthe a'mman aaRe In to Paea) ' 1 1 0 0 - W p 9. a eTeu.I Iff1.1i x I lit'x yr 4. The Type 3 barricade design shown on ihls plan meets Na crash UJ lest Tequbements of NCHRP 350.Ahernate designs meY he ap w N A/ .a o J sANoaads its REQUIRED 1A .' proved If they cerwor,to ate NCHRP 350 crash test efforts •afy -' '�""-' J To aTA nw llm I" ® Z~ _III III ITT- d 4 d C'� h J Q ltYP I AU Loos F-W.I LTr x L iw.9r S. thgron a$ign b mounted on the bammade,It snail be searey,bolted o 9� x'V�®18"OC STEEL ANGI E eo at least two plywood panels.The top Of the sign shag not be yl ILL WARNING LWHTATTACHMENT DETAIL higher than the toppanel of are banicade ��¢ ° Lj� J 6.tNhen saMpage am uSEd In freeing weethm,urea IsmSzer snail be W C�-� Z mixed with the send Ina quenuly To prevent the sand free freszlr�g. R g 1 -III- `P 1.5' 2' Q e•xrx rTuauua arEaL "' t,_ -ICI 2 EA.#3 REBAR DOWELS ^ rxrxrxLrr rvauua wARxwc IN:Nr yr., W 0- sTraLVATxPREARII.IEo -III- x 12"LONG. 1, xoLFs AT NwNr t" gm./ areEL AnoLs Q ®18"OC EW T aUPPaRT ANGM FRONT OF `4 x CADE •I 'J'.. mDRuaTwo Ter ouw.NOlts TxRoucx t" eAnmcnse s e•xr.r g 'I- 1 -III 3/4°KEY - 3.0'MIN Q i' aMR GOE SUPPoRTANGIE r III TO SWALE qqgg rvauLwtaTEaL (2)#4 BOT t411� 1... _ f`)Ma'•18vT r to srEFL rLFx em.T s ,'1 SIDEWALK PER ARCH 12 ::> (p ae'-L8x9' ANGLE RESTS QN '�q {M sTeEl xax eaT .33' 'a' to as wMBLEAe d'-PMIN..r.CM4C TOV OF6aLT1 `.1. yp (�nAT VM51ERa 6" d d °. �]p'I (1)Me•-]SSTEFi HEX NUTtTYPJ (1)arr.•La 6TEEl NUT 2' rm.P.l r'a• `'g PORTLAND 'I CEMENT D CONCRETE m m ATTACHMENT DETAIL"A" NOTE: CONTRACTOR TO INSTALL PIPE RAILING TO MEET -'•'fE�' '*'If DETAL"r" UNIFORM BUILDING CODE REQUIREMENTS AND PAINT(COLOR BY OWNER). o C wAILMNO uOrLr '""'"' "^^""°� ° 4 STAIR DETAIL 5 CURB INLET s W TOP OFIwuucnoe a' "''I. auP,aoarAxaLE r-. // b SCALE Is ORlu.rv;o La-DIAM Holes TxaouaH SCALE: NTS oleo TLRE>? aARRrc:naEswlroaI ANGLE T- smo / 1lrOVYHatEa nT •O• S-a' >r MATW SNEAS ELEVATION (g W-11.111E SIDE _-M PI NMIR•RYP FEL HIX TYPE 3 BARRICADE EASEMENT EASEMENT '. ATTAcfIMRNT DETAa•E• LINE LINE 72'EASEMENT U_ CENT LINE LL TYPE 3 BARRICADE 3 36' 36 SCALE: NTS 11.5 48'FOC TO FOC 11.5 5.5' 6' 6' 5.5' SIDEWALK PLANTING STRIP 6" 24'NEW PAVING 24'NEW PAVING 6" PLANTING STRIP SIDEWALK 2% EXISTING GRADE "_ • 2 5% F- - -2.5$ NEW DITCH BOTTOM - �I 3:1 MAX. l� y VERTICAL CONCRETE � I - � 1 I � I VERTICAL CONCRETE CURB AND R CURB AND GUTTER 8" 3°ASPHALT o MIN. 2" "MINUS LEVELING COURSE RIP RAP IF REQUIRED,SEE NOTE 2. NOTE: 9"Ir BASE COURSENA SM`�� ROAD SECTION CHANGES FROM 5+00 MIN. COMPACTED SUB-BASE TO 98%MAX.DENSITY i ? TO 6+29.SEE SHEET C6.0 FOR COMPACTED CTED 2' TAPERING TO EXISTING ROAD. NOTES: REVISIONS: 1. DITCH SHALL BE SLOPED AT 1%MIN.SEE GRADING PLAN FOR KEY ELEVATIONS. MEADMIEW LANE ROAD SECTION WITH SEPARATED SIDEWALK $ 2. INSTALL RIP RAP(WELL-GRADED,2"TO 6° TS DIAMETER ROCK)WHENEVER DITCH SLOPES SCALE' ' EXCEEDS 1OX RIP RAP SHALL BE i'DEEP AND BE AT LEAST 4'WIDE CENTER RIP RAP ON DITCH. DRAWN IW: DATE: STORM WATER DITCH CHECKEEDD: JOB NO:Q �/21/01 SCALE:NTS CONTRACTOR NOTE Dew 0 0" SHEET NUMBER:EA: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER " UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTITLE: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DETAILS CONSTRUCTION CONTACT THE UTIUTY OWNER/AGENCY. CALL TWO BUSINESS DAYS BEFORE YOU DIG r YJ� 1 I I 11- - I w a a' a I I I I I a o a. ( a�5'-0" - -ml-U. 36,-0" 15,-0, Q SET TACK - -------r`SE1*PACK o n — ` — — — — � o — — — — — — — — — — — — — — P. fi b _ < d CONC.SID WALK e WHERE OC RS CITY OF TWIN FALLS ROADWAY AND UTILITY El SEMI NT < < .q a B"CMU w LL ll=II��= j= (UNDEVELOPED MARIA pa LOCATION SIM. EO2'KKs N89°10'20"W 650,80' �` ° 6'-0"TAIL 8" _ SPLITFACE CMU WALL TYP 3 SIDES ACCESSIBLE SIGNAGE SEE DETAI 8/A5.4 �J BUILDING 600 '� 8 222DING 500 8212 10 112223 ��.0 OLL 6"PIPE B SEE L) nil d TYP,OF 2 SEE �J DETAIL 3/1.1 L B"CMU WALL 6 ; LOCATION®SIM 1 R R �- / gg HEAVY DUTY CATE -- " 5 (�. lam. 10 n BUUILDING 400 5 HINGE(TYP 3 PER GATE) -- '� 4224 I �I I'- � '•L, o 2"-X 8'LONG GALV. I X 6 CEDAR FENCE POST(TYP) BOARDS(TYP) 8 g�g g3g ®,0'-O,�O.C. - - - SIMPSON'PGT2' 2X4 CEDAR I 7 PIPE GRIP NAILERS(TYP) TIES(TYP) "JJ �� 120 TYP. TRASH ENCLOSURE g�MDNITY 42 S M LAITY ��� o ® Z -G 20-0" 24_0" F drm rgnr L 4d 5 AY ARE 2 ��-- 5 z 7 82241NG 300 _r40-LOSURE 4.71 rycYP SN I,2� CO-CONCRETE of 14 15 D i EN LOSURE O F I FOOTING(TYP)2 I U -0-2 O8 7RW j ! LU D RU��p1N 1 J~71 \ ; 1 0 323323G,°0�- S $-36 (I� z 0 FENCE DETAIL gg ' ,���✓ Bg�1LONG 200 `'/ W _ &112" 2F�L �G 0 (yo 2332 • / 8 Q �_ J1 I q LOGO 62' 0" Z - l L. !'4cce 5 W 0- SITE P N P�� f Pis mf AtiI�Acc 1s,ess s Q o i4ccess isle w1oX s/o�ae ( yg Timberlake Village r'=3o'-a' F (I�y1`�r/Zi.�f> z an Apartment Community — J FLAGPOLE ,��"� PARKING REQUIREMENTS KEYNOTES co WEDGES tF ET COR ^C� A'i7 I. EXISTING PROPERTY LINE. j 2 SPACES PER DWELLING UNIT REQUIRED Y F 1 SPACE PER 300 S.F COMMUNITY BUILDING(COMMERCIAL ADMIN.BUILDING) GRADE 2, NEW PROPERTY LINE, 53 DWELLING UNITS 67 X 2 = 134 REQUIRED SPACES 3. REQUIRED FRONT SETBACK, COMMUNITY BUILDING 3130S.F, /300= 11 REQUIRED SPACES CONC,GROUT CAP MONUMENT SIGN - TOTAL= 145 REQUIRED SPACES 4. REQUIRED SIDE YARD SETBACK. SLOPED TO SHED co WATER 4' 6"-GALV.STEEL PIPE V — ° TOTAL=162 SPACES PROVIDED 5. REQUIRED REAR YARD SETBACK Q1/2"=7'0" 6. TRASH ENCLOSURE,SEE DETAIL 1/A1.01NOTE: FILLED W/CONC. PAINT METAL TU8 YELLOW INSTALL STEEL 0 SIM,PRIVIDE SLEEVE f CONC,BASE Z STONE MONUMENT SIGN,SEE DETAIL 6/A1.01 PIPE MIN,8"FROM AND PADLOCK FOR REMOVABLEFACE OF CONC. BOLLARD LIGHTNING ROD POLE CAP DRY SAND B. STAMPED CONCRETE LOGO TYP. O CONIC PAVING SLOPED _ AWAY FROM PIPE — I • 9. PIPE BOLLARD SEE DETAIL 3/A1,01 U— WEDGES ACCESSABLE ROUTE 10, 10'-0"WOOD SHED WITH 6'x7'OVERHEAD DOOR. a _ 11. FLAGPOLE. SEE DEATIL 7/A1,01. III—III ° III—III— d • n 12, ACCESABLE SIGN SEE DETAIL 4/A1.01 _k —III III— UN11ED STATES FLAG HANDICAP UNITS 13. STEP FOUNDATIONS, ;,,• III— " —I I�- I HTNING PROTECTION IIII I, ^' II II- ALUMINUM IIMF LIG -- a III I CONC.FOOTING FLAG POLE FOOTING DETAIL GENERAL NOTES 15— PIPE&WELDED THRU 1, CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EXISTING UTILITY LOCATION PRIOR °w� 4 a0 TO EXCAVATION. o I I, III—III 3/4"=1'-0" i o I � — 11- 2. CONTRACTOR TO PROTECT EXISTING UTILITIES,ROADS,STREETS,AND STRUCTURES AND REPAIR BACK TO ORIGINAL CONDITION WHERE REWIRED TO MATCH EXISTING. J a¢ CLO 3'-0"0 APPARTMENT BUILDING ¢W GRADE 6-0'®COMUNITY BUILDING 3. COORDINATE ALL SIZE WORK WITH CIVIL DRAWINGS.0 ��m BOLLARD DETAIL -P� mIl' 0" FIEVISIONS: 08-4-200087RW FLAGPOLE FOOTING 2-0 SEE DETAIL B/A1,01 FLAGPOLE SURFACE MOUNTED W/ - BOLTS AS REQUIRED 7 BY MANUFACTURER DRAWN By. DATE 1/4"=1'-0" GKS/JRM 8107M CHECKED: JOB ND: T.R.W. 2006-02 SHEET NDMBFR A1.01 SHEET ME: SERPENTINE BIKE RACK SITE PLAN 9 ti o 0 0 p� —r_ r a r 8'Fdll X%tYFmee`1pImY —r r ^— «ce OC O C y — _ —r v W_j r. —•_z T- r a " — a _ ". •— a a— — — — — —r— — — —y—"— F4 � N N r�`x"' " N mob-, O O l`r r ,` ` l 3 � r ra..yra.`rrr` " a , r aya r r r".a.a.a.".r r.rr ryW4yai Ra BUILDING 500 / 1 BUILDING 600 2222 < 0 322223 /I- 4 8 SU PTER"COLD a I CT r COTENIT A la " .`rrl W� C MMON j 6 M W RMWO PANESE BARBERRY r r. SUTT TI G D BUT ERFLY " 8 R HAIR • POTE TILLA OMMON U H i r I O! JU 15 IPER 5 ORMWO D 1 r C_ BUILDING 400 C JAPANESE BARBERRYCOMMON BUTTERS COLD WORMWOOD JAPANESE ARBER Y pOTE ILLAOLD 4224 a Ed OTENTILLA COMh ON a u F r J�Z WORh WOOD BAR HARBOR ± 17 COMMON JUNIPER r`" " WOR WOOD 1LDI 8 JAPANE I� 62SE BARBERRY \�\ C y BA P «« 15 5 BUTTERS GOLD , pwg 'OTENTILLA 7 ` Pnislon[Man9tt r`"rr r a r a r L a.r ` " `" r r` " r ` BUTTERFLY ° ant B H oQ '" 10 r " " a JAP NES B RBE RY a It 6'FPt HN piml " r aamwtn�� r TENT I GACOMMUNITY ROOM 42 COMMUNITY BUILDING O L a a LmILE Erue/imMseE,oP "R�$ •`� _ C r, . BAR HARB k a a — JUNIPER y y + r�Fr a 6'Foot Xign F tt T�eA. HARBOR C.a JUNIPER 08-04-1008 iR 12 15 JAPAN BE BARBERRY C l D `r" COWO MWOOD --- BUILDING 300 COMMON COMM N ` SUFFERS COLD 7 'I WORMWOOD WORM DOD TTERS COL POTENTILLA f TENTILLA ST.JOHN'S ST.JOHN'S a WORT WORT C V CO MON BUTTERFLY l ST.JOH WORT C MM N WO MWOO BUTTERS GOLD GUSH I W RM ODD (0 WORT POTENTILLA JAPANESE BARBERRY JAPA ESE B R ER Y r a a JA ANESE BARBE RY BUTTE S GOLDS R HA BOR POTEN 14 15 J NIPER 10 [] MMON JAPA ESE B BERR R Way I ' ' �p^� JAP ESE BA RRY r ORMWO JUNIPER r , vJ U_ z W y yr 1 0 B2�1�pLNG 100 Wry yayya`. r rayr .ay a Uj 0 2 R 3323 BUILDING 200 Q BUILDING F2 DIFG 0 8 2332 rr I cc J 6�1oet�n r�rpxm...r r , r . r r r r r r r r r r r r r r r r , r , r , r r r , W OB-04-2 8 LANDSCAPE PLAIN GENERAL NOTES J 1. CONTRACTOR TO FIELD VERIFY PLANTING IN EACH SHOWN PLANTER LOCATION. 2. PROVIDE IRRIGATION SYSTEM DESIGN IN ACCORDANCE TO PLANTING REQUIREMENTS AND .t' ' ,D o 20'-0 n SPECIFICATIONS. �y�r GJ� 41 0 CC PLANT MATERIAL LEGEND LL L" TREES: 2" CALIPER SHRUBS: 2 GAL. NOTES: DECIDUOUS TO BE 15'TALL A. 2"DEEP SHREDDED BARK OVER WATER PERMEABLE WEED BARRIER EVERGREEN TO BE 7' TALL 0 (79) RED LEAF JAPANESE BARBERRY FABRIC AT ALL PLANT BEDS. (Berberis thunbergii Alropurpureo) 4'-6' tall & wide B. TREES&PLANTS TO BE LOCATED AND APPROVED BEFORE PLANTING, 7 AUSTRIAN BLACK PINE ADJUST AS NEEDED TO AVOID CONFLICTS WITH IRRIGATION SYSTEM. (67) COMMON WORMWOOD Pin us nigro) 40' tall, 3"-6" needles Q (Artemisio absintYlium) 2'-4' tall, silver-grey leaves C. STOCKPILE NATURAL TOPSOIL ON SITE. {19 ST. JOHN'S WORT D. QUANTITIES NOT SPECIFIED TO BE DETERMINED BY LANDSCAPING (6) SCARLET MAPLE l ) CONTRACTOR i0 CONFORM WITH SPACING REQUIREMENTS, (Ater ruldrum) Hypericum Gondosub? 12"tall,24'spread, E. IRRIGATION SYSTEM TO BE UNDERGROUND AUTOMATIC SPRINKLER WITH - 40' toll, 20'spread, red twigs semrevergreen shrub,wide yellow%awers POP-UP HEADS,AND AUTOMATIC TIME CLOCK. SYSTEM DESIGN BY 68) SUTTERS GOLD POTEN71LLA CONTRACTOR FOR FULL COVERAGE OF ALL PLANTING AREAS WITH NO (21) AMERICAN SWEET CUM Potentilla fruticosa'Sutter's Gold') SPLASH BACK ON BUILDINGS OR STRUCTURES. (Liquidamber Styracifluo 'Festivol') 12"tall,3'spread,yell"flowers F. EXISTING TREES TO HAVE NO PAVING WITHIN 5'-0"OF TRUNK TO N to 60' tall, spread to 25' PROTECT R007 SYSTEM. PRUNE TO REMOVE DEAD MATERIAL&INSTALL w~ 7 o (50) BAR HARBOR JUNIPER w o ¢ (Juniperus horizontolis'Bar Harbor')12"tall,10'spread FENCE AT DRIP LINE OF TREES DURING CONSTRUCTION THAT 17) FLOWERING PLUM G. LANDSCAPE MATERIAL PROVIDER i0 CERTIFY THAT ALL PLANT Prun us bleireiana)25' tall &wide 39 BUTTERFLY BUSH MATERIALS ARE FREE FROM DISEASE AND ARE NOT TOXIC,POISONOUS OR ¢¢ rc o purple leaves, fragrant pink flowers ) -'¢ LO Buddleio davidiF)4'loll OTHERWISE A NUISANCE TO A PERSON OF AVERAGE PLANT ALLERGY (25) IRISH JUNIPER SENSITIVITY, TPa (Juniperus chinensis"stricto') NOTE: OTHER PLANT SPECIES MAY BE SUBSTITUTED BY LANDSCAPER IF �o y t7-20'to dark green,narrow column PLANT SIZE&SPREAD IS MAINTAINTED AND LOW MAINTENANCE,DROUGHT TOLERANT,WIND RESISTANT SPECIES ARE USED. REVISIONS; 08-01-M8 TRW W SOD DRAWN BY: I DIRE GKS I11 i ' CHECKED: 07001 TJUW' JOB NO,, 12" DEEP "WOOD CARPET" BHEEr NUMBER ENGINEERED WOOD FIBER A 1.02 SHEET TITLE LANDSCAPE PLAN r7�oo � g SUTTERS GOLD SUTTERS GOLD v.3 aMo 00 POTENTILLA COMMON BUTTERFLY POTENTILLA SUTTERS GOLD ry BAR HARBOR JAPANESE BAR HARBOR BAR HARBOR COMMON COMMON BUTTERFLY POTENTILLA JAPANESE JAPANESE WORMWOOD COMMON vi o JAPANESE N 0 JUNIPER SUTTERS GOLD JUNIPER JUNIPER BAR HARBOR BAR HARBOR WORMWOOD o y 0 B ST.JOHN'S JAPANESE A+ w SUTTERS GOLD POTENTILLA JAPANESE JUNIPER JUNIPER o BUTTERS GOLD POTENTILLA BUTTERFLY BUTTERFLY BUTTERFLY POTENTILLA B BUSH /1111E� SUTTERS GOLD \\ 0 . • POTENTILLA JAPANESE JAPANESE BARBERRY BARBERRY JAPANESE JAPANESE BAR HARBOR JUNIPER B TTERF BU " BARBERRY BARBERRY SU RS GOLD AR H RBOR � SUTTERS GOLD MMON B TTER Y COMMON JAPANESEBARBERRY UNIPE BUTTERFLY BUTTE FLY PO NTILLA ST JOHN'S POTENTILLA RMWOOD JAPANESE - SUTTERS GOLD BUSH WORT BUTTERS GOLD WORMWOOD COMMON ST.JOHN'S POTENTILLA BUTTERFLY POTENTILLA BUTTERS GOLD WORMWOOD COMMON JAPANESE ST.JOHN'S BUSH BUTTERFLY WORMWOOD C OMMON BUTTERFLY WORT BAR HARBOR BUSH JAPANESE WORMWOOD JAPANESE BARBERRY JAPANESE POTENTILLA ST.JOHN'S JUNIPER BAR HARBOR COMMON BUTTERFLY JAPANESE JUNIPER BAR HARBOR WORMWOOD JAPANESE BARBERRY JUNILJ IPER BAR HARBOR SUTTERS GOLD L SUTTERS GOLD 0 JUNIPER m POTENTILLA POTENTILLA C JAPANESE BAR HARBOR 'C COMMON BAR HARBOR BUTTERFLY JUNIPER BAR HARBOR I BAR HARBOR BAR HARBOR JUNIPER COMMON BAR HARBOR JUNIPER 0 BAR HARBOR COMMON JUNIPER BUTTERFLY JUNIPER BUTTERS GOLD JUNIPER d JUNIPER WORMWOOD POTENTILLA SUTTERS GOLD BAR HARBOR BUS SHRUB PLAN BLDG.2332 SHRUB PLAN BLDG. 323323 POTENTILLA BUTTERS GOLD SHRUB PLAN BLDG. 322223 SUTTERS GOLD POTENTILLA POTEN7ILLA NTS NTS NTS O BUTTERFLY - L) .. U JAPANESE SUTTERS GOLD JAPANESE BAR HARBOR POTENTILLA SUTTERS GOLD L @� JUNIPER COMMON WORMWOOD JAPANESE SUTTERS GOLD COMMON WORMWOOD P01TTl11LLA U BUTTERS GOLD 1117-71 BARBERRY POTENTILLA JAPANESE COMMON WORMWOOD OQ POTENTILLA BUTTERFLY BUTTERFLY SUTTERS GOLD JAPANESE BARBERRY BARBERRY COMMON WORMWOOD JAPANESE BUTTERS GOLD BUSH POTENTILLA JAPANESE BARBERRY BARBERRY POTENTILLA JAPANESE 13 BARBERRY COMMON COMMON WORMWOOD WORMWOOD SU IRS GOLD BAR HARBOR BAR HARBOR PO NTILLA UNI ER JUNIPER BAR HARBOR BUTTERS GOLD JAPANESE BUTTERS GOLD JUNIPER AMERICAN POTENTILLA JAPANESE JAPANESE BARBERRY 1ARPrPRYPOTENTILLA CRANBERRYBUSH BARBERRY BAR HARBOR z JUNIPER BUTTERFLY ST.JOHN'S ST.JOHN'S BUTTERFLY D C WORT ST.JOHN'S ST.JOHN'SJAPANESE BAR HARBOR COMMON BAR HARBOR JUNIPERRBOR WORT NIPER WORMWOOD JUNIPER PUTTERS BAR HARBOR IRS GOLD POTENTILLA BAR HARBOR 'I� ! JUNIPER POTENTILLA JUNIPER TIERS GO SUTTERS GOLD JAPANESE O JAPANESE POTENTILLA POTENTILLA BARBERRY BARBERRY JAPANESE JAPANESE BARBERRY BARBERRY SHRUB PLAN BLDG. 2222 (500) SHRUB PLAN BLDG. 4224 SHRUB PLAN BLDG. 3223 W r p NTS NTS COMMON WORMWOOD V NTS w cli PAR HARRnR / RAP HARRa � .J _J J SUTLERS GOLD � Q POTENTILLA BUTTERS GOLD COMMON WORMWOOD JAPANESE BARBERRY POTENTILLA JAPANESE BAR HARBOR BAR HARBOR Z JAPANESE BARBERRY JAPANESE COMMON WORMWOOD AR RRY COMMON WORMWOOD JUNIPER JUNIPER ^ COMMON WORMWOOD ST.JOHN'S I..L COMMON WORMWOOD R BAR HARBOR BAR HARBOR JUNIPER WORT JUNIPER a + PUTTERS GOLD + V 0 POTENTILLA ' BUTTERS GOLD BUTTERFLY POTENTILLA BUTTERFLY WORT S P TILLA SO � SUTTERS GOLD JAPANESE BUTTERFLY POTENTILLA SU IRS GOLD SUTTERS GOLD Uj P NTILLA COMMON WORMWOOD SUTTERS GOLD POTENTILLA JAPANESE W POTENTILLA BARBERRY JAPANESE COMMON WORMWO D SUTTERS GOLD BAR HARBOR BARBERRY o CmC C MON WORMWOOD O POTENTILLA JUNIPER ST.JOHN'S • " 0 BAR HARBOR 1 yW Y JAPANESE BAR HARBOR JAPANESE JUNIPER J BUTTERFLY JAPANESE JUNIPER BARBERRY M BUTTERFLY BUTTERFLY BARBERRY W JAPANESE BAR HARBOR JAPANESE Q BARBERRY JUNIPER BARBERRY Q SHRUB PLAN BLDG. 2F222F SHRUB PLAN BLDG. COMM22 SHRUB PLAN COMMUNITY BLDG. Cc NTS NTS NTS O U_ SLITTERS GOLD JAPANESE JAPANESE POTENTILLA BARBERRY COMMON WORMWOOD BARBERRY PLANT MATERIAL LEGEND COMMON WORMWOOD SUTTERS GOLD POTENTILLA TREES: 2" CALIPER SHRUBS: 2 GAL, NOTES: _j DECIDUOUS TO BE 15' TALL A. 2" DEEP BAR HARBOR FABRIC AT AI JUNI ER EVERGREEN TO BE 7' TALL (79) RED LEAF JAPANESE BARBERRY ((Berberis thunbergii 'Atropurpurea') 4'-6' tall & wide B. TREES & °moo JI 0(7) AUSTRIAN BLACK PINE ADJUST AS N NET ST.JOHN'S Plnus ni ra 40' tall, 3"-6" needles 67) COMMON WORMWOOD BUTTERFLY 9 ) O t C. STOCKPIL 0 3 SUTTTER A� woRr Ar emisia absinthium) 2'-4' tall, silver—grey leaves D. QUANTITIE J�a 0 COMMON WORMWOOD 19 ST. JOHN'S WORT t 6) SCARLET MAPLE � ) CONTRACTOR � � COMMON WORMWOOD �Acer rubrum) Hypericum frondosum) 12" tall, 24" spread, E. IRRIGATIO �"' 40 40' tall, 20' spread, red twigs semi—evergreen shrub, wide yellow flowers /Ir POP—UP HEA r 68) SUTTERS GOLD POTENTILLA CONTRACTOR BAR HARBOR 21) AMERICAN SWEET GUM ' �Potentilla fruticosa Butters Gold') SPLASH BACH GENERAL NOTES SUTTERS GOLD JUNIPER �Liquidamber styracifluo 'Festival') 12" tall, 3' spread, yellow flowers F. EXISTING POTENTILLA BAR HARBOR to 60' tall, spread to 25' PROTCT R001 REVISI NS: JUNIPER BUTTERFLY - `�, (5O) BAR HARBOR JUNIPER t. CONTRACTOR TO FIELD VERIFY PLANTING IN EACH SHOWN PLANTER LOCATION. — (T (Juni erus horizontalis 'Bar Harbor 12" tall, 10' spread FENCE AT DR JAPANESE 17) FLOWERING PLUM p ) P G. LANDSCA 2. PROVIDE IRRIGATION SYSTEM DESIGN IN ACCORDANCE TO PLANTING REQUIREMENTS AND — BARBERRY SPECIFICATIONS. Prunus bleireiana) 25' tall & wide MATERIALS Al purple leaves, fragrant pink flowers 39) BUTTERFLY BUSH t Rddleia davidii) 4' tall OTHERWISE A SHRUB PLAN BLDG. 2222 (700) i SJun IRISH JUNIPER SENSITIVITY. DnnwNer: Dare: ' (Juniperus chinensis "stricta') NOTE: OTHER PLANT SPECIES MAY BE SUBSTITUTED BY LANDSCAPER IF GKS 12128107 12'-20' tall dark green, narrow column PLANT SIZE & SPREAD IS MAINTAINTED AND LOW MAINTENANCE, DROUGHT CHECKED: JOB NO: NTS TOLERANT, WIND RESISTANT SPECIES ARE USED. T.R.W. 07001 SHEET NUMBER: A1.03 SHEETnTLE: LANDSCAPE DETAILS v,00 M o0 rA,g N N h •�" N N 112'-6" 28'-3" 28'-0" 28'-0" 28'-3" SEE.SHEET A3.01 FOR ENLARGED PLAN) SEE SHEET A3.01 FOR ENLARGED PLAN SEE SHEET A3.01 FOR ENLARGED PLAN SEE SHEET A3.01 FOR ENLARGED PLAN 6'-6" 15'-6' 6'-3" 6'-3" 15-6" 6'-3' 6'-3" 15'-6" 6'-3° 6'-3" 15'-6" 6'-6" A2.71 2 2 A2.71 1 1 A4.01 2 A4.01 CONT.RIDGE VENT(TYP) 2 NOTE: ( I ARCHITECTURAL ASPHALT SHINGLES 2 2A 2A 2A 2 OVER 15�ROOFING FELT OVER 15/32" o 0 APA RATED OSB SHEATHING OVER •' I , "i 5 PREMANUFACTURED SCISSOR TRUSSES WITH R-30 BATT INSULATION(TYP) 00 A4.03 0 0 N MANUFACTURED ROOF TRUSS 0 24'O.C.SEE N _O MANUFACTURER'S DETAILS&ENGINEERING o 0 0 0 C C \ 0 10B'-O" 1 a 8 T.O.PLATE '� •I I - I •i e , O 1 I I I 40 "i 2 � 2 I I ( I 2 100'-0" T.O.PLYWOOD L I' R-19 BATT INSUL. +' , 1 1 G _�- 96'-8" 'F T.O.F. a 1 A2i71 •p FIRE ISER A4.01 R A4.01 4'-3" 7'-0" 7' 0° 3'-fi" 3'-6° '-0° '-0" 3'-6° 3'-6' 7'-0" 4'-5" LJ4--" 4'-0' '-7 4'-5" 7'-0° 3'-6° 3'-fi" '-0' -0'3'-6' 3'-6° 7'-0' 7'-0" BUILDING SECTION 1 MAIN LEVEL FLOOR PLAN 2F F PoKTAS4E FIR,- EJCTI�y(?lsHEl�'` - z /Z6Q u�R�D o� R4:z F[_cOR zz nz'-s' cGc G 28'-3" 28'-0" 28'-0" 28'-3" O 6'-3" 15-6" 6'-3" 6'-3" 15'-6' 6'-3" U UJ -------- ----------- -.�r� z --------- --------- 2 A4.01 2 A4.01 r -. _ -- --------------- 2A 2A 2A ---- '--- ==__- _____ LL --____- _________________ I -- --------------- -------- ------ Cr z -- _________ A4.03 ===______-_-_-_-________===c=======Nz _ led -Ing is L�,.n y subject installation ll the Tap roved Spacial shown on th la p antl Dsite pl n. -- __�_---_-_ --- -- =-=.__- -- - ----__---- W a- ytlrent Installation approved S cialO vision sand Deif rnals: �- - Yw_ -----____ __ _________ ________________ `�(' stall portable fire extinguishers as indicated on the plans.Install one additional portable fire _ _�^�� �� guisher on the second floor landing area inavisible and accessible location. -------------------�_______ ��_���� / \ --���- ----_------------__ end fire sprinkler plena to the State Fire Marshal for review.Submit all sprinkler test documents _�=_-_aN=,.,,,,._:-H z� _~___- _x= 1 _ _ - to the request for a final inspection. _____________ _______ __________ _ _�R_-`�=�yq rapid entry(knoz Box)system is recommended for Immediate fire department access to the --------- ---- -}---- �- ____________ _ -_= facility riser room(s).An application may be obtained at Stations during normal business hours. _____ ___ __ • +'°" - •j z a building fire alarm system is provided,the local water flow shall be connected to the alarm ---------'-'---===- ----------= L!J-=-" "-'-___='- '-__ -=====--- -_=_-_-_--- m.Plans for the system shall be submitted to the State Fire marshal for review.2)All of the fire --_-_-_-_ --_-_-_-_-_-_---__-_- _-_-_-_ I I _-_-________ ____ test documents shall be submitted to the Twin Falls Fire Marshal prior requesting a final _____ _ __ __ _ ____ 2 __ _ __ _ __ __ _ _ U) ctlon. _ -___-_ - ___ ____ _ _ _________ _ -- W Uj stellsmoke tletectore In each sleeping room,One the ceiling or wall outaitle of each separete _____ _ _ ___ing area and-one one on each story.2)Detectors shall be interconnected, 1 �- -------- ------____ _ _- - _____'-_--- _ _____ _-- ______ __-_ ______ _________ _ I __------=-- _ __ --____ Z - ---- ------_- ----=------_-------- -----_-- Y '�. Fees LLI 1 Q A4.01 A4.01 Q 7,-0' 4'_5" ['-7 4'-0"�4!-O"�'-714'-5' 7'-0" O A4.02 U_ SECOND LEVEL FLOOR PLAN 2F222F Q 7/8„=T-a KEY NOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: (2003 IBC 2308.9.3) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT 1/2'COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2"LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. w *' Z 0 3'O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH �r,STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. o 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN -+EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8"DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDERANCHOR BOLTS. PROVIDE 2"X2'X3/16'THICK PLATE WASHERS AT EACH BOLTED DONNECTION. THE STAIRS ARE UNFINISHED. 0 N FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2°X4". 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT COILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR i1 SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. (2003 IBC 2308.9.3)1/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131"SHANK X 2 1/2"LONG)NAILS 0 4"O.C.AT PANEL EDGES AND 0 8"O.C.IN PANEL FIELD, VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REVISIONS: 4'-0'(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES Caill SHALL BE TWO(2)2°X4'MEMBERS NAIL LAMINATED TOGETHER. 2A. BRACE PANEL-INTERIOR WALLS 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING (2003 IBC 2308.9.3)5/8"TYPE,X'GYP.BOARD EACH SIDE OF WALL NAIL TO STUDS,SILL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE'NTH WALLS PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7'O.C.SILLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'ANCHOR BOLTS AT 48"O.C. NAIL SHEATHING 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN Bi DATE: TO DOUBLE STUDS AT HOLDOWNS AND END OF WALLS WITH(2)NAILS. SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN UNE WITH THE WALLS SEPARATING 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECKED: roe No: 3. FIRE EXSTINGISHER CABNETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL PANEL,3/8°TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. T.R.W. 07 001 GENERAL NOTES 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH SHEET NUMBER: AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.01 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. SHEETTITtE: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. FLOOR PLANS 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATIONS. 2F222F 4. STEP FOUNDATION. SEE SHEET A1.01 FOR LOCATIONS. SPA t," OEM ;7 4 Arch itectu rc- November 10, 2008 City of Twin Falls Ref: Timberlake Apartments: stem wall reinforcement In review of plans and structural engineer, the structural foundation details were adapted from a project that required 4 foot tall stem walls and required more reinforcement than the 2 foot tall stem walls being used typically for the Timberlake Apartments project in Twin Falls.The taller walls indicate 345 horizontal and the approved and revised reinforcement is to use 245 horizontal. Attached is a detail to describe this and intended to be typical for the entire project for 2 foot tall stem walls. �sR ms P' rp� ¢Mt r �4TY Q' I ~PL _ TR N'Architecture Chtd. 1509 S.Robert St. Suite#f 102 Boise,Idaho 33705 Phone:208.275.8904 Fax: 20'Q75.0004 NCARB Registered Architcit•Idaho•Nevada•Arizona•1"'yoming•t;tah•New Mexico 2X6 P.T. SILL W/ 5/8" DIA I ANCHOR BOLTS @ 48" O.C. 'n #5 REBAR 5?�4~ O.C. k9E OF A(2 BARS �; ON Ass LtGEhS f Fi R REINFORCING40 AACF!tTG,' GRADE ;•.• f.R 1710 ;�� /jI/-'�(/-'�/ #4 REBAR VERT. @ !E 4 a 24" O.C. ALTERNATE _ - HOOK IN FOOTING 6 _II! I{ l � II A-2.02 —I I I`I 41" I= I �I (2) CONT. #5 REBAR — r j Ej I II � I 4~ � g~ g" g^ IN FOOTING DETAIL Fo vv 4^ CON'C. SLAB W/ CLASS FIBER REINFORCING SLOPE 1 4 PER 1'G 114 G a BL ri o_o 112'-6" p A ry N _ 28'-3" 28'-0" 28'-0" 28'-3" CA o 0 •� N N . :'SLOPE o off W �'.'' •'i 1 4 PER 1-0" P� r t 2 2 2 ,:... ::•!xi SIM. A-2.0 SIM t'.:: III=III-1!I r----- -------------- ---------------------- ---------------------- ----- -------------- ----- ---------------- -------------------- ----- =1 I ----- - '• ' - a ! I , , I I I;,, I I--i--!---!--i- 1--I---I-- --- C) i i------------------- ----M------------------ --------------------- I 2 in ! ! 9 ! ( I I I � __ SIM. I ; I 1 2 ".•�.; M. ----------- ---------------- ---- --- ------------- ----------------- --- J 1 1 °IIII I I- --- -- --- -- --- -- --- - -- --- -- --- -- - ----------------- I I �M.A-z.o II ; I I I I I I t• I I I -- ------------------------------- ----------------- I I I I 9 __ I I I I I I I T'I I I I I I I I I I f 1r- I I I I I I I I I i I I ! I I I I`; I I I I I I I I I I I M L_1{_�I I I "'` - I I I II "'�" I I I I I I I I I I I I I II I I I I I I I I ; ! I I I 1 1 9 1 I I I I ! TO 9Li -_ • 1 - I I.o i i 4 0�1 Q 9 1/2"iTJI z10 O y6" I I I I - - ! ! ! ! ! ! I I I l i i - ; ; 9-1/2'TA 210 016° i i C 6 O ; I I ! I I I SPCE 0.1 I I 1 I I I I I I I ; i BLOCKOUT FOR SPACEL A-z.02 , •C I 11= 1 1=I I 1 i I BOCK T FIR CR WL I I O.C. A- oz c L+---�-- ---•---I---L- ---�--- -}---�--a- k-= ------------------ -------------- -- --- -------------------� ! `° - -- -- ---�- --- --�-- `-- a-2.02 I ----------------- - --------------------- - ----------- a s 2-0 - ---k== === ' ----------------------------------------------------- FOOTING __________________ ! IIIII ! Il k r,--- �--�--- --�---�---F--�- I 3' I I I I I I I I 3 Lv DETAIL I I ! i i ! ! ! ! ! ! ! ! ! i i i i i i i ! ' ! A-2'2 ! ! I BLOC OUT oR RAWL' I I I I I I A_2•oz i i I I � 1 ; BLOCKOUT FOR CRAWL 9 AC I I ! ! ! ! SPACE. E S 1 I , L-I- _ �---r-- E1'- ---L--T--T--- J E------------------- ---- I J ----------------- -- --- ---7 �1 I I I I I I I I I I I I I I I I I 3 I I I I BIIOCI*T FIR CR"WL I I I a-2.2 II I 1 I I I I I I I ! ! ! I I I I I I I I 3 I I , SP CE. I I I BLOCKOUT FOR CRAWL A-2.02 I L --- -- SIDING I A-: I ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SPACE. 1 _ '-_-_-_�-_-_-'--_-_'--_-_� -« ---I--_-�-_-_-I•--'1-- I--_ _ 'F--_�-_ I I I I 1 r-------__-J 1 L 1/2'.APA RATED SHEATHING L ---------, =k-=f---k--j-_-- -_- _--,_ -_-f-_--`--�---`- `-- ---`--$_- ! ! ! ! tf I ! ! ! ! ! ! ! ! I ! I i i i r---------------- -------------- ------- ------------- I I�`0 EACH SIDE - - -- t--f---E--j-- t--J---f-- I I I I I I I I I ----------------- -- -------------- ------ ----------J r ---------r r r -I 77 I I I I 4------------------------------------- -2X6 P.T.SILL W/5/8'DIA �I ; I II ! ! T iI I I I ! I i i j 1 1 1 I I LOCKOUT�OR RAWL ! ! ! I 3 ------ -----------1ANCHOR BOLTS 0 48"O.C. I I I I I I I I BLOCKOUT FOR CRAWL A-2.02 2 13s REBAR HORIZ.0 24"O.C. I , I I I I �m. ! I 11 II II II II ACE. -- J L_______.___L SPACE. i i ; A-2.0MI OF(3)BARS 1 `�--+--I'--�---t--- 1---«--�--�--- -- ---«-- __________I I I I I 1 ' _ _ ______________________________ _ __ SIM ONC.SLAB W/GLASS , - - -- --- -- --- -__- _ ___. FI R REINFORCING 2 I iI ! ! ! ! ! ! I I I I I I I I I ! i r __y___`__J___`__ J___ __ __ ___ __ ___ __ ___ i____ ___ ________i _______________-________________________ ____ ________t t f t - . $ I k . . II I T T T T 1 1 r__j ' I r ----GRADE A-2.02 1 1 1 1 1 1 1 1 I I I I I 90j1/2'iIll 210 9-1/2"Td 210 O.C. C , 1 I I I I I I I I I I I O ! 1.`: --- I ! i r---------- ----------ri , -III , y4 REBAR VERT.0 ------ 1 2 i i i ------- ------- i I I ! I I I I 1 I I I I I ! I ! 12 ' 1 I A2.D2 8'-4" I I I I I I I :• 24'O.C.ALTERNATE I 1' 1 I I 1 1 1 • '.: • I , , I I I 1 I 1 I SIM. 1 I I I I , , a HOOK IN FOOTING ! ! ! I I I I I 1 1 --- -- -- -4-4--- REBAR --- =III •.•�•: III=, I , I I I I , r (2)CONE. REBAR i 1 i i i i 1 I 1 1 1 I I 1 1 1 1 A-2.02 i i _ B5 IM. IA ___________ rj I I II II II II , O I I I II II L_______________ I 2 I I I I I I ♦ -I L 1 ____________ _____________________ _JJ LL 1 II 11 I 'I N I I II ii• 1( !-I a.•' \ ^ ;. 1• _ __ ` ,_ ____, I I P I II II I r__ _JJ L_ ___________ _________ L o I1 I I I I I I I I O I •III 3 '. f -- ________________ II I II 1 I 'o 1 I I I - O k-41 1 io 1 I I I I I; M• IIII-- -- ------------------- - ------ - 8,-0" -r i tA-2.0 Li i i i -'-- --'--' i i i i i L i 2 4' 3" U B. 8" 8" u I i i i i t ; L1' A-2.02 I ' ' ______ _JJ LL_ _____ ____ _____ _____o_ _l I r� _____ JI t _ J L.I.J Q f l 1 1 , 1 1 i ____________ _rJ L� 2-D' LJ I I,I 1 1 1 1 // 11, 1 1 1 1 I L________________J (D Z FOOTING DETAIL 7'-0' 2 7 1 2 Uj A-z.oz �',"I J 1„= 1,_p„ I 1 I..� LL ol 28'-3" 28'-0" 28'-0" 28'-3" Q z 4"CONC, SLAB W/GLASS WWW SLOPE FIBER REINFORCING 1 4 PER 1- °d r "° BUILDINGS 2F222F - FOOTING & FOUNDATION PLAN KEY NOTES _ _ ° III III-III SCALE: 114"=1'-0" 1. SIMPSON"STHD14"STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS'MTH J I-III -8• I-II=III MANUFACTURER. Lu � ir IIII-!I- 2. 8"x 16'FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. W � w -I I I-I I I-I I I=III-III SET MINIMUM 8'BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS 0 III-III-III-III-III 4'CONIC.SLAB W/GLASS EACH VENT. FIBER REINFORCING Y -III-jlj=jl=j SLOPE 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. 1 4 PER 1- :. 4. SIMPSON'PCONCR POST BASE. ui a0 5. 24"x24°x8'CONCRETE FOOTING NTH(2)/4 BARS EACH WAY. 6. SIMPSON'PBS66"POST BASE. III-III= - III-1 Q FOOTING DETAIL -I 11- _ ,,,I�' 7. SIMPSON"PBS46"POST BASE. Q 7 8 36"x36"x8"CONCRETE FOOTING WITH(3)14 EACH WAY. rr 9. 18'x24"FLOOR CRAWL SPACE ACCESS. FOOTING DELL TAIL 10.STEP FOUNDATION WERE OCCURES. SEE SHEET ALOI FOR LOCATIONS ILL (2)16D 016'OC. 5 1"_�'-o" GENERAL NOTES Q (2)16D 016"OC. 16D O6'OC. (2)160 016"OC. 16D 06"OC. � 16D 06'OC. 4X4 PRESSURE TREATED WD 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 3/4"T&G PLYWOOD 3/4'T&G PLYWOOD 5/8"TYPE'X'GYP BOARD 3/4"T&G PLYWOOD INTERIOR PARTITION 3/4"T&G PLYWOOD COLUMN W PBS44A POST SUB-FLOOR SUB-FLOOR / 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. 2X4 0 16'O.C.STAGGERED 2X6 0 i6°O.C.W/R-19 SUB-FLOOR WALL WHERE OCCORS. SUB-FLOOR BASE&BC4 POST TOP R-25 BATT INSULATION SOUND BATT INSULATION BAIT INSULATION SEE FLOOR PLAN. 2X4 0 B"D.C.STAGGERED 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE Noma R-25 BATT INSULATION SIDING R-25 GATT INSULATION R-25 GATT INSULATION SOUND BATE INSULATION 1x AZEK PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. 2X6 PLATE 1/2"APA RATED SHEATHING 2X BLOCKING 2X6 PLATE FLOOR JOISTS EN FLOOR JOISTS 2X8 P.T.SILL W/5/8'DIA FLOOR JOISTS FLOOR JOISTS EN 4"CONC.SLAB W/GLASS ANCHOR BOLTS 0 48"O.C. 1'TAPERED EDGE rn EN #,5 REBAR HORIZ.0 24"O.C. 2X6 LEDGER W/(3)ROWS FIBER REINFORCING MIN OF(3)BARS 16d NAILS 0 16'O.C. p CONC.SLAB W/GLASS r SLOPE Fl R REINFORCING WHERE m .1 4 PER 1-0 0 URS •' ": '•�''. GRADE (3)#3 REBAR FIRE BLOCKING NOTES U p� 4 �p r _ TIES 0 3"O.C. �d _ /3 REBAR TIES FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: DOUBLE 2X6 TOP PLATE 2X6 LEDGER W/(3) �'�'l' DOUBLE 2X6 TOP PLATE °' 'd• I=I!1 0 12'O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT 16D/STUD HANGER BY - - - _I� y THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. 2X6 0 i6'O.C.PONY WALL ".,f 2X6 016"O.C.PONY WALL 2X6 0 16'O.C.PONY WALL III- 4 - 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH G 5/8"TYPE'X'GYP BOARD JOIST SUPPLIER , 2X6 P.T.SILL W/5/8°DIA EACH SIDE -III-1 I -I - - AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. /4 REBAR VERT.0 2X6 P.T.SILL W/5/8'DIA 2X6 P.T.SILL W/5/8"DIA 2X6 LEDGER W/(3)ROWS (4)�4 REBAR 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ANCHOR BOLTS 0 48"O.C. - 24"O.C.ALTERNATE ANCHOR BOLTS 0 48"O.C. ANCHOR BOLTS 0 48"O.C. 16d NAILS 0 16"O.C. _ _ VERT.BENT AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. REVIS ONS: VAPOR BARRIER .~.I HOOK IN FOOTING 5/8'TYPE'X'GYP BOARD I - °�'',; �.° I 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A VAPOR RETARDER _ VAPOR BARRIER VAPOR BARRIER EACH SIDE -III-III•J' '.... PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. I (2)CONE.�5 REBAR a��' -1= (2)CONE./5 REBAR (2)CONT./5 REBAR '}•.•�', 2 --- •��:;°I I I-I 11• (2)CONE.�5 REBAR -III-III , -III- ()A4 REBAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR EA.WAY SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. Sri r':�• _ .. ... !�. � 0 ..J• - - DRAW�BSV: DATE: "r _ I.I I II I II', - - = DRAFT STOP NOTES • 12�28IW =1 11=1 11=1 1=1 I_I=1 =li I I T 1=1'' - = - '-1 11=1 I I I I=1 11=1 I =J I T 1=1'' '-1 11=T 1.iI, I T1='' CHECKED: JOB NO: 1ILf� -':6"� III-III- III-III- 1 6 3" T.R,W. 07001 8' B" - 2•-0' 2'-0" 5" 8' S" 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING SHEET NUMBER: MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE F LINE WITH WALLS A-^.0 A 2'-0" SEPARATING INDIVIDUAL DWtI..IJNG UNITS FROM EACH OTHER AND FROM OTHER AREAS, 1GJ 2 0" 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED FOOTING DETAIL FOOTING DETAIL n FOOTING DETAIL FOOTING DETAIL SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND R LINE WITH THE WALLS SEPARATING SHEETTITLE a:7 FOOTING DETAIL INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL FOUNDATION @-LTL1 PANEL,3/8°TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. PLAN 1"=1'0" =1'-0° 1"=1'-0" = '-0" v 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH 1"=1'-0° AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. 2F222F h 1 112'-6" X O O m O N�00 Vi N O O n n 28'-3" 28'-0" 28'-0° 28'-3" N N 4 ® 4 4 �. 4 GABLE END TRUSS--- ROOF LINE© © © ® Q� 4 I I I I I I I I I I I I ' b II111 � IIIIIII III III ( IIIII 11111111 i N ®� 0° , ( I I I 210 JI° ( I I I I I I I I I I I I I ( ID ( I I I I I ' ' ° ® q I I - - [�� I I I I I I I I ✓� — 11111 II II ' I IIIII " — N m GABLE NO TRUSS GABLE EN TRUSS GABLE END TRUSS C L,SyAW C • I I I I I 1 I I I I I I I � illlll IIIIIII 4 ( IIIIIIIIIIIIII a ( I I I ' ' I I I I I I I I I I I I ( ( I I I I I PT4WD IIIIIIIIII �' 6"` IIIIIIIIII 4XPT� III I I I I I I I I •G —A• •� e L a� ROOF LINE 2XIO DF-L L 2@16" O.C. gg 2 HOC. OQD b 28'-3" 28'-V 28'-0' 28'_3" SECOND FLOOR FRAMING PLAN 2F222F z 112'-6" O 28'-3" 28'-0" 28'-0" 28'-3" ! , 1 l T1 IT1 IT1 > T1 + > T1 > Tl > Tl l T1 l z I I I I I I I I I I I I 1 ® ® b I W -I- I I I I I IGAjE E�7D�RU�S-� - - -- - -- -- - - -- - - -- - - -- - - -- - - -- - - -- -- GI BL�EN�TI�DBBI I I I I I I I d.E III,LI-S1 I IIIII IIIII ( IIIII I I I I I IP.E.I TRUSSES 1 1 1 1 1 1 1 ! I I I I I 1 1 1 1 1 1 1 I I I I I I I I SSES I I11 241 O.. I 1 4'I0.G P RU I I I I IIIII ! z (RIDE IIIIIIIIII ( I I I I I I I I RIDGE( I I Q __{__f_y__}__f_y__{__F_y__}- I '1 I I' _{-_._y__{__H_y__{__H_y__}__F•-y__{__f� � � ; IIIIIIIIIIIIII ( III RICE III III I ( III IIIIIIIIIIIIII , ! IIIIIIIIIIIIII IIIIIIIIIIIIII ! W Cn c ; IIIIIIIIIIIIII ( IIIIIIII z4_ ( IIIIIIII IIIIIIIIIIIIII . m w I I I�IGAB E E D -- ( I I I I I I I I I I I I I I I I 1 GALE(ENtlI TR SS ; O� SI I I I I I I I I I I I I I I z b ! __1.1.1__1_J__1__1.1.1__1_T_1__1; w Y b I M 0 Ir 28'-3" 28'-0' 28'-0" 28'-3" O LL LL ROOF FRAMING PLAN 2F222F Q 1/8"_v-o„ KEY NOTES FIRE BLOCKING NOTES HANGER SCHEDULE BEAM SCHEDULE OA SIMSN ITT9.5 OR (3)1 3/4"x9 1/2"MICRO-LAM KANT-SAG TH017950 AT NAIL W/(3)160 COMMON 0 20"x 30"ATTAC ACCESS W/30"MIN.HEADROOM SEE 10/A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 9 1/2"TJI's TYP. NAILS AT 12"O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT B SIMSON MIT49.5 OR (211 3/4"x9 1/2"MICRO-LAM NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTALKAN vi O ® 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH OIST-SAG TH0359S0 NAIL W/(12 168 COMMON w�7 0 ° JOIsi HANGER NAILS AT 12'O.C. ® NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS z 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ©SIMSON MIT49.5 OR (2)2x12's G] SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER .5i KANT-SAG TH035950 ©NAIL W/(3)16e COMMON CHORDS. THE STAIRS ARE UNFINISHED. JOIST HANGER.PUT HANGER NAILS AT 12"O.C. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD AON a DOWN INVERTED OR UPSIDE (2)2x10's) PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS �' O N DOSIMSON BC4 POST CAP ONAILSWAT(1 OO.CCOMMON GENERAL NOTES SOUNDFIRE LTRANSMISSON CONTROL SHALL HAVE FOCKING MAY CONSIST OF 2X LUMBER FIIRE BLOCKS OF ATT INSUL GYP.BD.WALLS HAVING ATION. 1. GERED STUDS FOR § 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERIWSE. wi 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT STOP NOTES REVISIONS: 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. NOTE: 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEIUNG ASSEMBLIES OF BUILDINGS HAVING TO FRAMING CONCEPTUAL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS TO BE OR TRUSS MANUFACTURER SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR 1RUSS MANUFACNRER 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING DRAWN BY: DATE: INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. TRW t7/28/07 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL NOTE: PANEL,3/8'TYPE 2—M PARTICLE BOARD OR OTHER APPROVED MATERIALS. CHECKED: JOB NO: USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH T.R.W. 07001 AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. SHEET NUMBER: A2.03 SHEET TITLE: FLOOR&ROOF FRAMING 2F222F '41 nomc ,FN ci cl! 7 118 ml[lj6l' --------- lw-o. ------------ T.O.PLATE —---—------------ —-—-—- -— T.O.PLYWOOD TO PLYWOOD Y -------——-------- ..SCHEDULE —-------- F ------—--------- I " ---- --------- Fa. c c LEFT ELEVATION REAR ELEVATION TYP. ,—Ffl NO 'TPA— ,fM §94=11% c 2 r.= 108'-11 3/8" - --—-—-—-—-—-—- T.O.PLYWOOD ill PLYWOOD i Z 100'-0" T.O.PI YWoOD PLYWOOD_ SEE SCHEDULE T I�SIHIIULE T.O.FOOTING ---—---------- ___j____ I FOOTING 0 0 LLJ F- 0 z — RIGHT ELEVATION FRONT ELEVATION TYP. ui 1181,=V-011 LL F-- < < Z LEGEND ui Q Ile ASPHALT SHINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR : "DRIFTWOOD" VINYL SIDING: ALSIDE INC.ODYSSEY COLOR: "VINTAGE WICKER' PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR: "ANTIQUE vJ PARCHMENT" ui CULTURED STONE:STONE PRODUCTS CORP, COLOR: "SPRING STREAM STONE' LJJ co M Cc 0 KEY NOTES LL 1. WINDOW SHUTTERS 2. 2'-0%2'-0"INLAYED SIGN W1 PROJECT LOGO. 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 4/A4.01. o�o GENERAL NOTES 5 m; o, 1. KEEP ALL ROOF PENETRATIONS 5'-0*MIN.FROM DWELLING COMMON WALLS 2. STEP FOUNDATION. I LI RE ISI NS: DMM W. DgTE TRW 12128V CHECKER JOB NR 07001 SHEEP NUMBIR A2.04 SHEET ME EXTERIOR ELEVATIONS 2F2 22F moo `� c 2 3 N A4.01 A4.01 a 9(A N pd 106'-6' N N SHEET 21'-11%" 2T-11 27'-11Y4"ACCESSIBLE UNIT(WHERE OCCURS) 22'�0" i v�i " p" I'" NLARGED PLAN) I5UE'-4" 12'-0` 6'-2%4" 15'-6" 6'-23'" 6'-2Y4" 15'-6" 6'-3" 10'-" j 3'-3" 1 2 I I 2 A4.01 2 2 I 2 i 2 i I 2A 2 I 2A I I i 2A IIL I 2 1 A4,03 I -F7 A4.03 I 00 00 � o •o C LID j I j I a 2A 2A - j A4.03 si � I .I j �'+ 2 2'-4� 3'_0• 6-0" - ' 1 3'-6" 3- -2" 1 8'- 1 T-2"ji 3'-6" 3'-6" 1 II _+U -10h -10Y2 '-1 6, 6,_, ,_0. -O 5/B'type'x'Ihr con :An 3 3'- @walls&ceiling A4.01 A4.01 A4.01 MAIN LEVEL FLOOR PLAN 4224 „s = -N z LU CC A4.01 A4.01 A4.01 7 G 100'-0" f� 22'-0" 28'-0" 28'-0' 22' 0" 22'-0" 56' 0" '-0'I i 1 7'-0" 10'-0" 5'-0" 6'-3" 15'-6` 6'-3' 6'-3" 15'-6" 6'-3" 5'-0" - LU 7'-0" I � Q 2 12-6' 2 I 2 I V z _ o I 2 2 F 2 2 2 i A4.03 Q w J I I I � J v tO 2A 2A i 2A , ,J �- Q LL A4.03 i I z I L U CL - DO �TD ri DO Q �- •� ---_. O A4.03 J Z i J 10 m W = A4.03 m ch 2 i u1 12'-0" a'-o '-10 7'-0' r " 6 8' 11 r-o° -10 5�9"type'x' hr constru to 0 22'-0" @walls&ceillrn 56,-0" I j 22•_0" j 1 2 3 O A4.02 A4.01 A4.01 A4.01 1 e SECOND LEVEL FLOOR PLAN 4224 Q bsing Issued subject to Ne/allowing SPaolal Provlclons antl Defensa; i)Install fire hytlrente as shown on the approved site plan. I 1)Install portable fire extinguishers and cabinets as shown.Install ono additional cabinet and extinguisher on the second floor apertmant entrance area in a visible and accessible location. 7)Send automatic(Ire sprinkler plans t0 the State Fire Marshal for review.Tha system shall be KEY NOTES FIRE BLOCKING NOTES in%talletl according to the appravatl plane.Submit all teat dooumentatlon to the TF Fire IV r hel pricrto a request for the final inspection. a A rapid entry(knox sox)system is recommended for Immediate fire department access to the FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: facility riser room.An application may be pbteinetl at Station i during normal business hours. O BRACE PANEL-FRONT WALLS: fo ua fire alarm sy%tam i%provitlad,the local water flow shall be connected to the alarm system.Plana (2003 IBC 2308.9.3) 1. N CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT -, for the system shall be submitted to the State Fire marehel far review.2J All of the fire alarm teat 1/2"CDX PLYWOOD OR 7/16"WAFERBOARD WITH BD COMMON(.131 SHANK X 2 1/2"LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. o J 0 W o 5 documents shell be submlitetl to the Twin Fells Fire Marshal prior requesting a final Inspection. O 3"O.C.AT PANEL EDGES AND 012"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH i t)Install smoke detectors in each sleeping SNDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. sleeping ) 9 room,one an the ceiling or well outside O(eaoh separate 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN % p g area an one on oath Story.2 Oetactom shall be interconneaetl. EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8•DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER J r ANCHOR BOLTS. PROVIDE 2"XD THICK PLATE WASHERS AT EACH BOLTED CONNECTION. THE STAIRS ARE UNFINISHED. EDGE a FRAMING MEMBERS RECEIVING EDGE NAILING LING SHALL BE 2°X4". 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR NONCOMBUSTIBLE THAT AFFORD A rn PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOIJBUSTIBLE MATERIALS, 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR O (2003 IBC 2308.9.3)1/2"COX PLYWOOD OR 7/16'WAFERBOARD WITH 80 COMMON(.131"SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. X 2 1/2"LONG)NAILS 0 4"O.C.AT PANEL EDGES AND®8"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED, SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8•DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REV SIO 1S: 4'-0"(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES -� Og SHALL BE TWO(2)2"X4•MEMBERS NAIL LAMINATED TOGETHER. ©A BRACE PANEL-INTERIOR WALLS 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING _ (2003 IBC 2308.9.3)5/8`TYPE'X'GYP.BOARD EACH SIDE OF WALL. NAIL TO STUDS,SILL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7"O.C.SILLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"ANCHOR BOLTS AT 48"O.C. NAIL SHEATHING 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN BY: I DATE. TO DOUBLE STUDS AT HOLDOWNS AND END OF WALLS WITH(2)NAILS. SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE NTH THE WALLS SEPARATING GKS 12I261W INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3Q. FIRE EXSIINGISHER CARNETS. d DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8'WOOD STRUCTURAL CHECKED: dos No. GENERAL NOTES 4. PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. T.R.W. 07001 OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH SHEETNUMBER: AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. A2. 1 SHEETTFLE: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. FLOOR PLANS 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATIONS. I 4. STEP FOUNDATION WERE OCCURES SEE SHEET A1.01 FOR LOCATION. 4224 � "` $N�(,Vl.� N N N 2K-T "d 22`d 2 2 7 7 A-2.0 2 M. r IF -------------------------J------%_ __c---------I----------- ----------SIM. 1 - -- --- -- --- -- - --- --- -- -- I ' I ---------- ------------------------ ----------- 2 3 z I 11 1 I I 1 A-2.o II III II II III II III I II - i I; I----I----3-I--- I--- --I--- -- -- - 1 1- 1- 1---1--1---1 1 1 I - ---------------------------A-2.o J, r1 - A-'.O ---------- - ----------------- ---- - SIM.-- --- -- --- -------------------------- -- -- - - -- ------------------------ / I b Al 9 1 1 1 1 1 1 1 1 11 I 9 10 I I I 3 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I II i.�P-_2EO- -U III -- - 90I'I-,./2I"IjI T-a--2jII o-®-pI-s- --rIi--j s-,/z TJ 210 I®16"D.C. -- --- --`-- -PC _1_-_- -_--_-_L-_- -I----_-_I-_-4------" L___-_�Ii __ ,1I'�A-1 1, F 3 BLOC AWLr_ __ _ CRA LOCK T FO CRAWL CE.SPCE ___________________ _L___ _ -- --- -- -- J A i. f I6"x16°x8"DEEP - ---- ------- ----- - ----- ---- - --- i FOO TNG W/(2)#4 REB---- R ______ _ _ .. ^l?c1mcLa � I I I I I I III 11 1 I - m 1 j j I I j I I i i I T'BS44AOST B E, I I I 3 I i I L J 3 3L Jn V� I I I A-2-2- ____ -- -- A'. 2 i j j i -i-- A- -------- TYP.A-2-0------- ---- -- ----- ' OQ II ( I I I I I I I I I i I _- --- - ----- - I--- --I--I-�---- - - --- -- - ; - i- ---- -- -� ---------- I hLOC11OUT WLI - ------------------ - TIP ---J -p- ---------- -e- -I- - -- -+OU-T--F-R-CRAWL- PAC. ----- - ,. ---- I I 2SPACE.IIS iII I '1 s' i ---------- 9-1/2"TM 21 ®16" -- ------------ I o.c � D.C. . A-2.o i i 1 1 A-2.o2 2 I I I I I I I 1 1 I I 4 I I I I I I A-2.02 I I I I I I I I A-z.02 Z I I --'------------- - ; j `-- II I I I I I I I I I I _____l1lIIi,I'i2 I Ir 'l 1_____---_- A-2.02 ____________N _______ J j Icl ____________________ 1 v ; r - '----------- l 2 W A-2.02 Q ' W U) L J a•-0• J Y 2 5 Y1 2 A-2.02 A-2.02 A-2.02 /Y LL 5 A-2A2 < Z W 0- < BUILDINGS 4224 - FOOTING & FOUNDATION PLAN KEYNOTES z z SCALE: 1/4"=7'-0" cr !^ 1. SIMPSON°STH014"STRAP TIE HOEDOWN.VERIFY INSTALLATION REQUIREMENTS WITH V J MANUFACTURER. M M 2. 8"x 16"FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. W O I . SET MINIMUM 8•BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS EACH VENT. 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL.&MECHANICAL SHEETS. 4. SIMPSON•PB544A"POST BASE. i 5. 24"x24"x8"CONCRETE FOOTING WITH(2)#4 BARS EACH WAY. 6. SIMPSON•PBS66"POST BASE. 7. SIMPSON"PBS46"POST BASE. Q B. 36"x36"x8"CONCRETE FOOTING WITH(3)#4 EACH WAY. 9. 18"x24"FLOOR CRAWL SPACE ACCESS.10. STEP FOUNDATION WERE OCCOURES. O 0 LL GENERAL NOTES U- Q 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. rn �oNf� _ FIRE BLOCKING NOTES =_` �,rc O 3_ n V r[O N �Q FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: oN 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH po AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. ' 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED, REVIS ONS: 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A I PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAWNG STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. DRAWN BY: DATE: DRAFT STOP NOTES GKS 12128ro7 CHECKED: JOB ND: T.RW. 07001 1. DRAFT STOPS SHALL BE INSTALLED IN FLODR-CEILING ASSEMBLIES OF BUILDINGS HAVING /�SHEETNUMBE: MORE THAT ONE DWELLING UNT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS A-2. /1 2 SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING SHEET Me INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL FOUNDATION PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. PLAN 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. 4224 106'-8° aa°.v� N N 25'-4° 25-0" 28'-0"ACCESSIBLE UNIT WHERE OCCURS 25'-4" N N SHEET A3.01 FOR ENLAR ED AIL o .o 4; a (SEE SHEET A3.01 FOR ENLARGED DETAIL) vi 22'-3" 27,_9" 27'-g" 22'-3" 4 4 4 I I 1 ROOF LINE 4 GABLE END TRUSS I I I I I/I •1 1 I I 11 21 gITS I I I 10 J 5 III® " .. I{ IIII I I i l l l l l l l l l l l l l III j I f-I �2�/1 TJ,I I GABLE END m 91/d"TJ i i ®24 O.G� TRUSS 210 J01ST6 1/2' T I 7f21 T 211 JOIST6 4 2 3 24 0.. 20JOI 1l0Jtl11S 241 O.. 1 1 I I I 1 11 1 1 1 ID' I I I A' 0 O C I I 3 I I I I I I I A OF] /� DTI 40 1 I I -°i B o C I I I 2X12 STAIR GABLE END TRUSS 2 fIR 1 /' 2 2 STRINGER STRING I I I �' 4 9 I I I I I 1 1 D i6"I DlG.1 t�l-TT 11 12"ITJI I I IIIII D 1 1 1 E 11111111 1° I I I I °�'° Gfi E I 1 1 1 - ® I14 iI DG II 41I I1 . 2 I I I I I I �j 4 - � � ROOF LINE ❑ GABLE END 2X10 DF- XIO DF-L TRUSS I #2 0 16" .. #2 @ 16" I '� jD.C. J O.C. j 12'-0° 7'-9° -1" 7'-0' 13'-$k" 8' 11" 13'-W 7'-0" SECOND FLOOR FRAMING PLAN 4224 106'-8" 25-4" 28'-D" 28'-0"ACCESSIBLE UNIT(WHERE OCCURS) SEE SHEET A.O1 FOR ENLARGED D r -4" 22'-3" 27'-9° 27'-9° 22'-3' 4" �•/ LU 4 4 4 r -- -- - - -- - I GABLE END r - -- - GABLE END I r i__T__r-�- r r-T 1 I TRUSS I r_T_ _ j_T_7__T_T_ __ 1ui 4 1 GABLE END TRUSS TRUSS J GABLE END TRUSS I I. M 1 1 1 A 1 4 o ' 1M 4! T_ I I o I°I11i ° < z I Lu 0I I IIII _1 a F` I I I I I i l l l l l I I I I I I I I I I �7 -__.y'-r-� l r + RIG - rr I I I IIII 1 1 1 1 _ I I I I I RI GE GABLE END TRUSS p F F 1 I I 1 1 0 1 Ly P.E.TRUSSES 0 24"O.C. rn RIIIrDGE rr 1 11 1 1 1 - _RI GE - - 1 -I- -1- - - - -- - - i ® �IMGE 1 •I ui c / L.1� I I 1 I W I M I 1 r 1 1 I GABLE END TRUSS I 1 I 1 .E SC OR I I I 4 1 CS Oyl°, i 1 II 1 1 1 I I I I 1 I I 1 I 1 1 1 1 I I 1 11 ® C TR S5 C 1 24 OE I P.E TR SS S IZ 1 1 1 I. Y 4 1 I 1 1 ® 4' 1.C.�--�'1 ®Ej4�.0 I I I I 24"0. I I I II i- I o f 1 1 1 1 1 1 1 i1 I I I I I W I�I I I I I I I I 1 1 I IIII / �� IIIIII j l 1 I I I I I I Q I 4I I` I 41 I4 I 4 4 GABLE END TRUSS i 5-4" 12'-0° LL LL ROOF FRAMING PLAN 4224 HANGER SCHEDULE BEAM SCHEDULE KEY NOTES FIRE BLOCKING NOTES AO SIMSON ITT9.5 OR (3)1 3/4"x9 1/2"MICRO-LAM KANT-SAG TH017950 AT NAIL W/(3))16d COMMON 20"x 30"ATTAC ACCESS W/30°CLEAR HEAD ROOM.SEE 10/A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 9 1/2"TJI's TYP. NAILS AT 12"O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT 10 NOT USED THE CEILING AND FLOOR LEVELS AND AT 16 INTERVALS BOTH VERTICAL AND HORIZONTAL. Q sIMsaN MIT49.s OR (2)1 3/4"x9 1/2"MICRO-LAM 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH KANT-SAG TH035950 NAL W/(3)I6d COMMON w w o JOIST HANGER NAILS AT 12"O.C. ® NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. y F n 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN -•- 6Q ©SIMSON MIT49.5 OR (2)2x12'. 10 SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER �u< 13 �LLO KANT-SAG TH035950 ©NAIL W/(3)16d COMMON CHORDS. THE STAIRS ARE UNFINISHNG. -' rn w JOIST HANGER.PUT HANGER NAILS AT f2"O.C. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A OWN ON INVERTED OR UPSIDE (2)200'e PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. �• oy ®NAIL W/(3)°16d COMMON GENERAL NOTES FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR OD SIMSON BC4 POST CAP NAILS AT 1 O.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. OSIMSON JB zm 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT STOP NOTES R VIS ONS: NOTE: 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. � �( O$- FLOOR FRAMING CONCEPTUAL. 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - TO BE DESIGNED/ENGINEERED MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS BY FLOOR TRUSS MANUFACTURER SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING DRAWN BY: DATE: INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL GKS 12Y28107 NOTE: PANEL 3/8°TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS OHECKED: JOB NO: USE SIMPSON HI SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH TRW. 07001 AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. SHEET NUMBER A2.13 SHEET TRIE: FLOOR&ROOF FRAMING 4224 2 ci N m 00 O Ri —----- C3131 00 99, z on 0 ID 00 T--—-------- i L ------------- L HE!-'L- c ------ I SEE 51 L.,RM�9 0 -------- T.O.' FOOTING 0 LEFT ELEVATION FRONT ELEVATION TYP. 118" Vi 3 /r--m Jill ur.� "1P lo6 H-1 HE F— " 11 T.O. TT 1OB'-1I 3/V- 00' OD I.().PLYWOOD T ®o - o oa o 00 04 00 1 00'=�Q`Yl T.O. L _ _ �r w 0 ------------------------- T.O.FOOTINGS ------------------------- _i�PL.DD LU -- -------------- LJ Muil IT T.O. RIGHT ELEVATION 21.011 (D ;7 STEP FOUNDATION WERE OCCURES Lu FRONT ELEVATION TYP. F- < ir LL 08'-5 3/8, ----------- Ir rill ---------- �4 --- ILYS —T7 cr T n PLYWOOD 71 �� 00 _ -_ __ w U) ------- 110'7- w T.O.- PLYWOOD - i IL SEE SCHEDU1-E---_l T.O.FOOTING 14� 1-11MEM Lu L O G STEP FOUNDATION WERE OCCURES ------------------------ T.O.- -i RIGHT ELEVATION fn 100'i ------------------------ ------------- ------------ - S ULE -----------—------------ ——----------------—---------- —----------- T.O.L11KININT J. 0 LL REAR ELEVATION TYP. u- 118"- V-0" LEGEND ASPHALT SHINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR SELECTED BY OWNER CT-) VINYL SIDING: ALSIDE INC.SENECA COLOR TO BE SELECTED BY OWNER OMER SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR: SELECTED BY PROVIDE CULTURED STONE:ELDORADO STONE COLOR: SELECTED BY OWNER KEY NOTES IMF REVISIONS: I. WINDOW SHUTTERS LEGEND AMENDED ------------------------------------------- - 2. 2'-0'x2'-O"INLAYED SIGN W1 PROJECT LOGO D 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 22/A4.04. DRAWN SY: DATE: GKS 17J28m 100-0 M CHEC JOB Na GENERAL NOTES TKJLW. moor j --------------------- SHEET NUMBER: --------L��--FjaUNDA_Ttoff:�E:- -------------------------------------- SCHEDULE E 1. KEEP ALL ROOF PENETRATIONS 5'-0"MIN.FROM DWELLING COMMON WALLS. ---------------—-------------------------- TIT FOOTING A2.14 2. CONTRACTOR TO PROVIDE VINYL SIDING TRIM PER MANUFACTURERS SPECIFICATIONS,FOR REAR ELEVATION Ti SHEET ME ALL DRYER VENTS,WALL PENETRATIONS,HOSE BIBS,ECT. TYPICAL NOTE EXTERIOR 3. STEP FOUNDATION WERE OCCURES. SEE SHEET A1.01 FOR LOCATION. SEE SHEET C2.0 FOR ACTUAL ELEVATION ELEVATIONS SEE SHEET CM FOR ACTUAL GRADING 4224 V,fn v 115-0° N 7 V 28'-0" 29'-6" t m o0 0 as::oo s i vi 1 C N N 0 0 6'-6" 15'-6" 6'-O` 7'-8" 15'-8" 6'-2' V-2" 15'-8" 7'-8" 6'-0" 15'-6" 6'-6° o N N I I I I i l 2 I i .Ot 3 j 2 i 2A I 2 Aa.01 I I i 2 4.03 I 10 i O O - - A4.01 0 C 2A I 2A C v I m 0 a 2A I I I IL 2 2 A4.03 I 2 U is I ' I ' I I ' I ' t t I 3 C-1 Ile r co struct on 1 I 5/8°ype'x'l r co ruct on Aq @ wal s&cell ng I I@ we g 4'-5" '-7 V-0" '-7 q•_Bkt° 6'-8" 3'-9" 3'-8` 7'-9" S_8' 3'-9' 6'-8" 4'-M"I'-7 8'-0' '-7 4'-5" 7' 2" 3'-6" 3' 6' '-,' 1 MAIN LEVEL FLOOR PLAN 2332 A4.01 A4.01 z 1 D A4.01 57'-6° 57'-6" 7 28'-0" 29'-6" 29'-6" 28'-0" O 6'-6" 15'-6` 6'-0" 7•_8• 15-8" 6•-2• 6'-2" 15'-8" 7•-8' 6'-0" 15'-6" 6'-6` U 2 2 I 2 I W I i 4.01 3 R i •i `i A4.01 i r z j 2 2A i I 2 v LU • --- 2A I � J °° I I -_J F- Q � O ° ° I I IL 21 � z 2A 10 ° 7 , W 0- 0 0 A4.01 0 2A O 2A I \ 2A 0 z Uzz I j w I I m Z) m i I O 2 Y W as I 5/8' 'x r cons rue o t I I 5/'type x'Ihr c struct on i ®walls&cell!n R, 1 2 wni &ceil ng Aq 01 /•� I'J S 7 I O� A4.0, A4.01 o L.L. SECOND LEVEL FLOOR PLAN 2332 Q 1i8��- 7-0„ �\ KEYNOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: (2003 IBC 2308.9.3 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT k- � 1/2'CDX PLYWOOD OR 7/16"WAFERBOARD W1TH 8D COMMON(.131 SHANK X 2 1/2'LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. to a ' This permit re being issued subject to the following Special Provislons and Deferrals: 0 3"D.C.AT PANEL EDGES AND 0 12'O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH bb== 1- J o 1)Install fire hydrants as shown on the approvad site plan. STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. o o i 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8°DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J�d 1)Install portable fire extinguishers and cabinets as shown.Install one adtlitional cabinet and EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8°DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER a a extinguisher on the second floor apartment entrance area in a visible and accessible location. THE STAIRS ARE UNFINISHED. ` N ANCHOR BOLTS. PROVIDE 2"XEDGE NAILING THICK PLATE WASHERS AT EACH BOLTED CONNECTION. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A installed Send automatic fire sprinkler plans to the State Fire Marshal for review.The system shall be FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2'X4". PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS installetl according to the approved plans.Submit all test documentation to the TF Fire Marshal prior to a request for the final inspection. 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP,BD,WALLS HAVING STAGGERED STUDS FOR 1)A rapid entry(knox Box)system is recommended for Immediate fire department access to the (2003 IBC 2308.9.3)1/2°CDX PLYWOOD OR 7/16"WAFERBOARD WITH 81)COMMON(.131"SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. facility riser mem(s).An application may be obtained at station 1 during normal business hours. X 2 1/2-LONG)NAILS 0 4"D.C.AT PANEL EDGES AND 0 8"O.C.IN PANEL FIELD. VERTICAL 1)If,building the alarm system is provided,the local water flaw shall be connected to the alarm JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE system.Plans for the system shall be submitted to the State Fire marshal for review.All of the fire BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REVISIONS: alaaprm test documents shall be submitted to the Twin Falls Fire Marshal prior requesting a final 4'-0"(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES Install s.mo 1)Insstall ske detectors in each sleeping room,one on the on the ceiling or wall outside of each SHALL BE TWO(2)2"X4"MEMBERS NAIL LAMINATED TOGETHER. - separate sleeping area and one on each story.2)Detectors shall be interconnected. 2A. BRACE PANEL-INTERIOR WALLS (2003 IBC 2308.9.3)5/8"TYPE'X'GYP.BOARD EACH SIDE OF WALL. NAIL TO STUDS,SILL 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7"O.C.SILLS MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"ANCHOR BOLTS AT 48"O.C. NAIL SHEATHING SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. DRAWN BY OnrE TO DOUBLE STUDS AT HOEDOWNS AND END OF WALLS WITH(2)NAILS. 2 SPACES.DRAFT STOPS OSUCH{DRAFTALL E INSTALLED IN ATTICS,STOPS SHALL BE ABOVE LAND INGLINENNTH E WALLS SIMILAR CONCEALED DRAWN GKS 12/28/07 3. FIRE EXSTINGISHER CABNETS. INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHEC"eD: JOB NO 3, DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8'WOOD STRUCTURAL T,RW. 07001 GENERAL NOTES PANEL, TYPE 2 PARTICLE BOARD OTHER APPROVED MATERIALS. 4. SHEET NUMBER. OPENINGS IN IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS NTH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.21 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. SHEETTIRE. 2. SEE SHEET A7.01 FOR BUILDING TYPE LOCATIONS. FLOOR PLANSBUILDING TYPE 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS. 2332 LE 4. STEP FOUNDATION. 9'-3' I 28'-3" 24'-0" 5' 0" 24'-0" '0 2 1 Tq i A-2.D j - -- M. 3 3 -------- -------- - ------- --------------------- ,j----- -- ---- - -j I 1 1 I 1 1 9 1 1 I I I I I r 8 -- -- --- -- -- -- - - - _ 4 6» - - -- -- ---------------- - ----- 10 9 I 4-illi 4 A-2.0----------- - ---- „ , 1 I r ___________________________ _______________ IOLT I li ��- --- -- --- -- --- --T- �---�-- --'-- --- - i I I ! 3 ; I j CRWL 1 1 1 lA-2.02 I BLOCKOUT Fq RA 11 I 1 1- SPACE. - -- -- -- - C 2 ;, 1 I 1 1 1 1 I -- -- - - -- -- I-- 1 1 --1--- -- -- --- -- --- - ii -- ------- ---------- ------- ---- �--------------------------- -------- -------- ------ , - --II i _ J L_________________ _ __ I ; C r t 1 _ ---- -- - - - - - - --- --- - ----- ------- -- --- -- --- --------- ----- ------ -- ----- ; A 2.0 IM.j ! ;1 1 1 1 I 1 1- =r- i= =�a = +--=F-=- -F-- -- _ ._ ------ -- - -- --------- -- -- -- ---- --------- ------ ©--4 --- ----- I j I I I I i-- - I i ----'- -- I I i .G' Ii z10 r 1s^ ------ - I , ! I I '�I pg , , ,, i j I -2. 11 ! 1 L KO<tT FOi CRFjNt i j TYP _� I 0 I I A-2.02 1 BLOCKOUT F4R CRAWL A-2.02 lu III SPAC I --- -- -- -- -- -- - - --1 - --I---I-- ---1-- ---1� D o 12'-a I L P. i --r- r - --- -- --- - - - -- - - - -_ _-- -- -- __ -- --_ - --- t= - --- - -- _r I I i ---- -- -- ---- - - ----- -_---------_________ ------ ------ --- -- ------ -____________- --------- I - � I I I I I I -- I -I B-OCK UT R C ' 1 F - -- ---------� 1 I. =t 1 r I r 1 1 SSSSSS���PPP 1 i j i F i BLOC OR RAWL I ACE. p I I ACE. � 11; ; I I I I Q� � , G I I 1 I •I I I I I I I I I I III I I I I I I I I I I IIII - - __ _ --�--- - -- --- -- --- - ---------------- --------- -- -- - I A-z.0 i t I , I 1 I LOCO �0134'RA --------- --- - YP. 1P. 1T-41/2°'I� - t 1 I , 1--- ;I _________ '-- t - - ________- - - --- --- 0 0. --- ---- ---- -- - br-- -- I J - - --- ------ --- - _I __ _ _ _ +__}___F_ , Ij 1 1 I' I I r -, _____________ I I I 1 1 1 r r r r- i---r I I i I I I I 9-1r/2' J 21 it 1 II I 1 i i I 1 1 1 I 1 1 1 1 ! 1 1 I 1 1 1 4 I I Z IMi i I I I I"z I l � ----T i o.cA-2.02 I I j i i _ j 2 D I I I I I i it I I I I I i IrT - --- j140- -- -- ' SIMA-- ------ I I i I I 1 1 j j ' -- --±-- --- -- --- - ' ------------- 1 I I I I I i i n --- --------------------------- i •I i I i ......,� p II 11 I I i p o II I I I I ' 1�..............e........._- -------..____====------. .¶ W I II II I j LI II I�- -- I i I 1 1 ' I II I l N 1 I II II ; 1 I •� II 1 1 ; Z 11 P I I I i II II - II i___�_ ___I__�___r__-___ I II d I I I I II L___ _______ _________� 9 II ; II I 1 II II I I I I I I II • / I 11 I •N 1 1 II o u ib I II C I i i i i I i Ii Ii i � X it I I ,, 2 L------- - --- -- - ------ 11 I. ;a I J Q I ----- -------- - -- �- ------- ------- - 02 A-2.02 I A-2.02 2 w ; I17 rh 2 ------- ------'J 2 �. i IZ A-2.02 A-2.02 _ _J A-2.02 I , J 2'-1" W V 3'-1" T-0" 11'-7" - 8' 0" it' 4 3'-9" 15'�1" 3'-9' 7,,_4 » L- - - J L- - - I (AL A-2.02 1 1 5 5 1 I 5 Q A-2.0 I A-2.0 A-2.02 1 KEY NOTES z Irr � BUILDINGS 2332 FOOTING & FOUNDATION PLAN 1. SIMPSON"STHDI4"STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS WITH CC MANUFACTURER. U W SCALE: 714"-Y'-O" 2. 8"x 16•FOUNDATION RAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. O co MINIMUM 8•BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS 0 EACH VENT. 2 Z 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL k MECHANICAL SHEETS. Y 4. SIMPSON"PB544A"POST BASE. W 5. 24"x24"x8"CONCRETE FOOTING WITH(2)#4 BARS EACH WAY. co6. SIMPSON"PBS66"POST BASE. co 7. SIMPSON'PBS46"POST BASE. Q 8. 36°x36"x8"CONCRETE FOOTING WITH(3)#4 EACH WAY, 9. 18%24'FLOOR CRAWL SPACE ACCESS. 10, STEP FOUNDATION. 0 LL GENERAL NOTES Q 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE 2. SEE SHEET A,.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. m FIRE BLOCKING NOTES < FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: \ w 1. IN CONCEALED SPARS OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED, EVI IONS: 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. 1 FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS R BATT INSULATION. DRAWN EV: DATE: DRAFT STOP NOTES GKS 121280 CHECNED: JOB- T.R.W. 07001 1, DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING SHEEP NUNDEH: MORE THAT ONE INDIVIDUAL D UNIT. SUCH DRAFT STOPS SHALL BE F LINE WITH WALLS w-^• SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. H 1 11 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED. SPACES. SUCH RAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING sHEET Tn�: INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYPAD.,3/8'WOOD STRUCTURAL FOUNDATION PANEL,3/8•TYPE 2-M PARTICLE BOARD R OTHER APPROVED MATERIALS. PLAN 4 AU AC BE B SELF-CLOSING DOORS MTN AUTOMATIC LATCHES CONSTRUCTEDASREQU RED FOR THE RDDON. 2332 a I N N 115'-0" 29-0 rn (SEE SHEET A3.01 R E FONLARGED DETAIL) (SEE SHEET A3.01 FOR ENLARGED DETAIL) (SEE SHEET A3.01 FOR ENLARGED DETAIL) o P. Pa 4 4 4 I I / C 4 i 21Lp1 J2dS IIIIIIIIII 1 2" JJJI-II-► 4 4 I� i 1 I lQ I 1 1 ®124 ID.Q I I I I t 2 OrC' I i 3 I I • i l l l l l l l I I I 3 1 1 1 1 1 1 1 1 1 3 I I91 �• � illlllllllllll �I I Q I ► IIIIIIIIIIII �.� 1 T I I I 24/JOISTS 'J2i0T 11 1 { I I 1 I 1 1 1 1 112d T 1 1 1 210 d01STS 2 0 J ST 24 Q.. I i ✓J\I I IL�I I I 10J�o - ( I I - I ( I I I I I I I I I I I I 1 C IGI I ,III III I I I I I I III o t w III II II I II II a I I I I 43 �iiii IIIIIIII 2ll 4 _ v C i I 3' I I �, -I IIII IIIIIIIIII I E I ' -� 2,ba0� '1 1 2 1 I I I I6•I DI° I 2X1 F-L I I I�-f®Ii m Cl I L Y E TYP 2X10 F- IIIIIIIIII YP. E I I I I I I I I # #2 0 6v ( IIIIIIIIII 21Q. °.4 IIIIIIIIII - i �� � �, I I I I I I 4 1 _ IIIIII 1i t 11IIII II IIII I I I (rpl I ! ���� 3 I I Q - - - . 4 i © I i 4 ❑ 4 2X10 DF-L 4 = ! 2X10 DF-L 02® 4 2X10 DF-L$2® ! 4 2X70 DF-L D.C. i6" 16'O.C. 16"O.C. I 7®D.C. - 4 4 4 4 SECOND FLOOR FRAMING PLAN 2332 C 29'-6" 29'-6'ACCESSIBLE UNIT(WHERE OCCURS) 28'-0" E SHEET A3.01 FOR ENLARGED DETAIL SEE SHEET A3.01 FOR ENLARGED DETAIL SEE SHEET A3.01 FOR ENLARGED PLAN SEE SHEET A3.01 FOR ENLARGED DETAIL ! I I i I I 00 ENGINEEpED IIIIII IIIIIII ! W �--- I I U EST® I I I I GABLE END �I1 ❑ IGABLE END TRUSSID 3 4G.I IIII 3 of I I I I� TRUSS w 3 I I J III III IIIII IIIIII _� Q 1 1 1 1 1 1 1 1 I I I I I I l ! IIIII I I I " 11 1 1 1 i 0 < z 1 1 1- - - 1 � I - 3 1 RI E I I I I RI JGE I ' 3 � .iS,o -' � III I I I I III III IIIIIIIII I " ,- I (D ❑ I I I i I 1 it I I I 3 R.E.ROOF ® O C I I 1 mmmPYYYIE Ui2USGESI I TPRS � J 1 2 1 I i 1 1 i i i I 31 y 241 0.1.t I 1 y I I I I 1 1 IIIIIII III IIIIIII 2 .r.f. w i CAI ILE END TRI SS .-i" 7,-0" 11,_7, .-71 8'-0" .-7 ,,,_4. ,-9 3,-9" 11'-4V ,-7 11'-7, 16-1" U- ROOF FRAMING PLAN 2332 HANGER SCHEDULE BEAM SCHEDULE KEY NOTES FIRE BLOCKING NOTES OA SIMSON ITT9.5 OR 1. 20"x 30"ATTAC ACCESS W 30"MIN.CLEAR HEAD ROOM.SEE 10 A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: KANT-SAG TH017950 AT �NAILi W/4"a9 i/2"MICRO-LA /(3)16d COMMON / / ID 9 1/2"TJI's TYP. NAILS AT 1z"O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT I- sg In 2. NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. w B0 SMS0N MIT49.5 OR &(2)1 3/4"x9 t/2"MICRO-LA 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORZONTAL SPACES SUCH ~P KANT-SAG TH035950 NAIL W/(3)16d COMMON w= - 3. NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. g JOIST HANGER NAILS AT 12'3)9 O.C. ¢ 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ©SIMSON MIT49.5 OR AS 2.12's 4. SIMPSON VERTICAL STRAP TIES'LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER KANT-SAGTH035950 NAL W/(3)16d COMMON CHORDS. THE STAIRS ARE UNFINISHED. Oy JOIST HANGER.PUT HANGER NAILS AT 12"O.C. ON INVERTED OR UPSIDE 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT.AFFORD A DOWN ®(2)2z10's PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLEMATERIALS. NAL W/(3)i6d COMMON GENERAL NOTES FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR DO 5IMS0N BC4 POST CAP NAILS AT 12"O.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. ` EOSIMSON JB210 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE Ns: 2.2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. D p/L FT STOP NOTES 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. ll/-1 T V - NOTE: 4. STEP FOUNDATION. 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - To BE FRAMING CONCEPTUAL. MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS TO BE DESIGNED/ENGINEERED SEPARAHNG INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN BY: WTE: SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING GKS 12128/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. cHECa. JOR Na 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL T.R.W. 07001 NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH SHEET NUMB AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.23 SHEET TfRE: FLOOR&ROOF FRAMING 2332 Vl U N N W 108'-11 3/8" JJ,, A 108'-11 3/8° _- - -___ T.Q.PLYWOOD Y T.O�PLYWOOD T.OT.O.PLYWOOD mull MALLilm 100'-0° T.O.PLYWOOD T.O.PLYWOOD SEE SCLEDULE i�� TO—FOOTING FOOTING A SEE SCHEDULE _----- SEE SCHEDULE ��-----i--------- ----------------------- LL TKO.FOOTINGFOOTING [` ----- --------- ----------- _________ FOOTING C C a REAR ELEVATION TYP. LEFT ELEVATION U g�g �b r Jaa 13 im 101-1 11 3/8' 108'-11 3/8" J, T0.PLYWO�Op A 108-8 3/8' T.O.PLYWOOD T.O�PLYWDOD 5 ------ - -------------- ----- 100'-0' _ T.QT.Q.pLYW 99'-6' 100-0" + - -- ------ -_TY 0.PLYWOOD __ ____ _ _____ _ - ___,___ SEE SCHEDULE __----- T.O.FOOTING A SET.FE SCHEDULE 11_,__ —� _ - _ ----- ---- _ ! SEE SCHEDULE O r` �__-------- - -—� -------I------��------- --------- ----- -------------__________-_______-_�_________�� ________Z_____ T.O.FOOTING r , W F— FRONT ELEVATION TYP. z RIGHT ELEVATION 1/8„_ 0„ Q w U) J F- < Q z Y Q � o LEGEND z J ASPHALT MINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR /W m "DRIFTWOOD. W O VINYL SIDING: ALSIDE INC.ODYSSEY COLOR:'VINTAGE WICKER" PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR:'ANTIQUE PARCHMENT' W CULTURED STONE: STONE PRODUCTS CORP. J COLOR:"SPRING STREAM STONE" co Q cl O LL LL KEY NOTES 1. WINDOW SHUTTERS �j. 2. 2'-0"z2'-0"INLAYED SIGN W/PROJECT LOGO. m 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 4/A4.01. w w 9 ^ a 10 S z~ V Jo �c�irc O 3— s N \�m GENERAL NOTES RE IS NS: 1. KEEP ALL ROOF PENETRATIONS 5'-0"MIN.FROM DWELLING COMMON WALLS. '✓- DHAWNBY: DATE GKS 12/2B/07 HECK@ JDB ND: TAW. 07001 SHEEP NQMBER A2.24 SHEEPt F: EXTERIOR ELEVATIONS 2332 i> 2 8'-2Y2" 28'-0" 28' v 28'-2Y2" ISEt�Htltl AJ.UI707-Eff1ART9-P1TIT- (SEE SHEET A3.01 FOR ENLARGED PLAN) kbift tiVILLT A3.07;R LNLARCLD jLAN) t�!,L bVILLI-AUTTOVERIAM PLAN) 12'.6. 15,-6' 6'-3- 15'-6" 6'-3* 6,-3" 15,-6* A4.01 �j2 A 3 A4.01 I UA 2 0 0 0 0 I 0 0 10 C A4.01 C "7 _TP 2A I�A�03 A4.03 2 2 3 PE 5/8't/pr,'x'11 r co D- A.01 3-6" 7" 2- 4' 5" 2'-7 Be! ._1 4'-5" 7'-2* ,3-6. S-15" S-6- 7'-2- 4'-1' '_7 81-0" '-7.1 4I-5- 7'-2- ,S-6S-6- A4.01 A4.01 MAIN LEVEL FLOOR PLAN 2222 z 112'-5" 1 56'-2)2" 2 -0" 8' 2" 28' 28' 28' 0 15-15" 6'-3" 6'-3" 15-15" 6-3- 6'-3- 15-15" 61-3" 6'-3" 15-6" C) LJJ Z 2 Uj cill J Cc LL < �01 W 0- C�0 0 0 0 00 < i I Q C II U z m w 0 22 i 2 Uj se 5/8'type'x'1h cons rust e 1hr con trustnn 3 I < @ WaUs ceill Ing A4.01 i 0 1 A4.01 2 cr_ 1tv 0 LL 13 rjgE LL SECOND LEVEL FLOOR PLAN 2222 KEY NOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: (2003 IBC 2308.9.3) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT 1/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH BE COMMON(.131 SHANK X 2 1/2-LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. w U. =0 This permit is being trained subject W the(onks,ing special Provisions and D finfil ®3" so �< 1)install fire hydrants as shown an the approyed site plan. D.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 3:a STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. S11_1_PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. .10 1)install portable fire extinguishers and cabinets as shown.Install one additional cabinet and 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION NTH THREE(3)5/8'DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8'DIAMETER 3�W]extinguisher on the second floor apartment entrance area in a visible and accessible location. AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER 1)Send automatic fire sprinkler plans to the State Fire Marshal for review.2)The system shall be ANCHOR BOLTS. PROVIDE 2'X2-X3/16-THICK PLATE WASHERS AT EACH BOLTED CONNECTION. THE STAIRS ARE UNFINISHED. 0 IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A installed according to the approved plan..Submit 11 test documentation to the TF Fire Marshal prior to FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2'X4". 4. PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. a request for the final inspection. 1 A rapid ant (knox Box)system is recommended for immediate fire department access to thefacility 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.SO,WALLS HAVING STAGGERED STUDS FOR I user hrimis)l I h BC 2308.9.3)1/2'CDX PLYWOOD OR 7/16-WAFERBOARD WITH BID COMMON(.131-SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. ,is A appi catio may be obtained at Station 1 during normal businesshoura. (2003 1 1)If a building fire alarm system is provided,the I-I Water flow shell be connected to the alarm X 2 1/2'LONG)NAILS 0 4-D.C.AT PANEL EDGES AND @ 8'D.C.IN PANEL FIELD. VERTICAL system,Plan,for the system shall be submitted to he state Fire marshal for review.2)All of the fire JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE alarm test documents ah.11 be subrifithid to the Twin Falls Fire Mail priorrequesting a final BOLTED TO THE FOUNDATION WITH 5/r DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF RE IS NS: inspection. 4'-0 (2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS 1)install smoke detectors in each sleeping room,one on the on the ceiling or wall outside of each SHALL BE TWO(2)2_X4'MEMBERS NAIL LAMINATED TOGETHER. DRAFT STOP NOTES se panda sleeping area and one on each story,2)Detectors shall be interconnected. 2A. BRACE PANEL-INTERIOR WALLS (2003 18C 230&9.3)5/8-TYPE Y GYP.BOARD EACH SIDE OF WALL. NAIL TO STUDS,SILL 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7'D.C.SILLS MORE THAT ONE DWELLING UNIT, SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'ANCHOR BOLTS AT 48-O.C. NAIL SHEATHING 2, DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN BY DAM TO DOUBLE STUDS AT HOLDOWNIS AND END OF WALLS WITH(2)NAILS. SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING GKS 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CIECKE. III NI: 3. FIRE EXSTINGISHER CABNETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8'WOOD STRUCTURAL R.W. 07001 PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLDSING DOORS WITH SHEET NW15EA GENERAL NOTES AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.31 1, ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. SHEET TI- 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. FLOOR PLANS 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS. BUILDING TYPE 2222 4. STEP FOUNDATION. 8 w N N i i OC OC Qi 28'-2Y" 28'-0" 28'-0" 28'-2y".It j o a cz w° I I ! 4'-6" 1' " 14'-9" " 8'-5" „ 22'-9" 1' „ 5' 0" 1' „ 22'-9" „ 1 A-zz.o SlwgIIiIIirIIl ----8-'---5-" -------_9 1_4_'-_9-" - 1' �� 4'-5" SA-2.0 A-2.02IM. ___________ ------------------------------------ ---------\_ ------------------------ _ _ r -- - - -- --- -- - --------------------------- 7------- ---------- - - -- - --------- --------------- ------------------ 2 A-i- i2 6! ! SIM1rTJqI � 7 io",I I ar A_ T . i i' P. KO IT F0 i�L O T C A-22 I I BLOCKOUT F RAWL BLOCKOUT FOR -A YP. SPACE. i SCPA L J L_______________ ______ L_____________________ ____ _____-- _____- W ---------------- -- --------------- 2' __Y - -- -- -- ---I--I - T --i--�_�_i -�, �----- �-© --- ------ -----------------------� ------- ----------- i i----------- ------- ------------------------ ----- --- - - -----, � ! � � I OQD 1 1 ! -20BOCK F C WL 3 BLOCKOUT F' CRAWL ; - ; I3 , ' I --- _ I I 1 I -- - - -- - - - �- -- - -- --- -- --- ---- - —- ----- - -- - --- ---- - -- --- ---- -,,I -- -- --- - ------ -= - --- - - --- 9-11I 2'TIk 21I 4o1 .'I -- --I--- Ir---9 I --I---r' r_________________________ _ J 91/2"TJ 210 06'G — !- -----1 ---- ---r - ---F-T - - - -------------— - I I i TJIjI zl Ij ' l 9-1/2'TJI 210 0 15 o.c D.C. 10 I i ; I i� __ ___ ___ __ J I_______________________ , I ---------------- ------ M I I I I II I I I N ' I I I N I I II I I I I I II 1 1 I 2:) ' I 1n OI II 1 I 1 II O °d I II II I 1 I 1 I II Y L '! ,L__.. L J L_ " ___ ____ __J Li L---------------_--------------J II II - 1 i I II ii II I II I ! I , 1 W L --- FU --- i r - -------------- 'J -- ----- �` -------------------- ---r i ------ .y _, _J 7 I I , I I I I I I --- L 1 1 2 o j 1 1 I 1 1 I 1 1 r 2 L_____ ______J i �i 2 L _b J 2 L_______b _______J W CL A-2.02 A-2.02 C 5 I i� I ; 1 J ` I J C L ___ _J _ _ J 5 _ I _J 1 L.L 1 1 A-2.02 1 1 1 3'-Oy2 T-0" 11'-7" 2'-7" 8' 0" 2'-7" 8" 7-0" 11'-7" 2'-7" 8' 0" 2'-7" 11'-7" T-p" 3'-01/z < — y KEY NOTES BUILDINGS 2222 - FOOTING & FOUNDATION PLAN 7z - 1. SIMPSON"STHD14"STRAP TIE HOEDOWN.VERIFY INSTALLATION REQUIREMENTS WITH �SCALE: �- 114"=1'-0" MANUFACTURER. � J 2. B"x 16"FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. ui W SET MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS EACH VENT. ® m 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS, 4. SIMPSON'PBS44A"POST BASE. Y 5, 24"x24"x8"CONCRETE FOOTING WITH(2)14 BARS EACH WAY. W 6. SIMPSON'PBS66"POST BASE. 1J 7. SIMPSON"PBS46"POST BASE. 8. 36"x36"xB'CONCRETE FOOTING WITH(3)p4 EACH WAY. Q 9. 18%24"FLOOR CRAWL SPACE ACCESS, 0 10. STEP FOUNDATION. GENERAL NOTES LL 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE, Q 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATONS SHOWN ARE FOR PLAN REFERENCE PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. FIRE BLOCKING NOTES UCQ KO FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: QQ 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT NF THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 3, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN Q AND BETWEEN STUDS ALONG AND IN LINE WTH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. EYI IONS: FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR ^ T SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. l,. DRAFT STOP NOTES DRAWNW: DATE: GKS 120/07 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING CHECKED: JOB NO: MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS T.R.W. 07001 SEPARATING INDIVIDUAL DWELLNG UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHEET NUNeeM _ 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED A-2.V2 SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL SHEET 4RE PANEL,38'TYPEOR OTHER APPRVED MRIALS. 4. OPENINGS IN DRAFT2STOPS SHHALL BEARD PROTECTED BY SELF-CLOSNG DOORS WITH FOUNDATION AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. PLAN 2222 0o m O m A. FS O 112'-5° 28'-2)2 28'-0" P8_0° 28,_ 4 4 4 14 , 4 3 I I R I I I 1 1 1 1 I 0 j 11111 iilllllflllllllll IIII ' I 1 1 1 I 1 J 1 1 1 B 1/12" LA 1 9 1/2•Till9 1 2 TJI - 9 1 2 Till 1 IO 1 1 1{//1JosT 1 0/JI T 210 JOISTS j 210 JOISTS /" /• 9 1/2"TJI 2 D J�IS I I I I I I 10Jp5 210 JOISTS 210 JOISTS 210 JOISTS 0 24'D.C. 16"O.C. ®16"D.. Ll ° 0 00 ® ® ® © OO I. I 1 . III liili IIP11 I Ili d j i I III F O 0 g77g,, a j 11 11 121I/.NI f TS 1 ' 21 1/rpa 1T„J,II 9 0 JOISTS TJI 3 3 9 1/2•TJI fE 9 1�1 210 JOISTS 4 210 JOISTSI 1 1®A61 O. — 116P O.CJa 16"0.. 16'O.C.'I I I I I I I I __ I I III 1111 A 1 1 1 1 1 i 1 I 1 #210 6'L 1 1 1 1 1 1 1 1 1 2XI DF-L V 11111 4 I I' I #2 16" O.0 4 t pr 4AS A3 R- e -11 4 ® 4 - --- 4 Q rj 2XIO DF-L 4 2X10 DF-L I O 2X1U DF-L #2®16" O.C. 4 I 4 DC. 16" i O C. 16° 4 14 #2 @ 16" D.SECOND FLOOR FRAMING PLAN 2222 118"=T'-a' z 112'-5" G 28'-2J2° 26'-0•i 28- 28'- ° E A. 00 O DOUBLE TRUSS DOUBLE TRUSS j DOUBLE TRUSS i W p 7_ ^__�__ - __�__f GABLE END TRUSS I I I®I I I I I I II°III II I°I I I I I� III I _�__�_�__�__f_ I I 4 I I z f�l I I I I I I GABLE END TRUSS w CA 11 1 1 1 1 1 1 1 1 1 � � J IIIII Illlj jllll IIIII !11111 Illlj jllll illll ' ; J Q I I 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 II I I I I I I I I I I I I I I I' I I I I I I I I LL � II I I _ i II _ ► II �IIIII II 1 I IIIIII � > Qz W < i _ RIDE _ ' I , ^ 1 Ie ci I z ci 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I P.E TRS S P E. US�ES 1 i t P.E TR SS S I I 1 1 P E. I U 1 ES 1 1 1 1 I 1 1I4• .c. I 1 J ® 4 C. 4 C. I ®j T�I ss `III, /'yam 1 2 1 1 I 1 I I I 1 I 1 I 1 I I 1991 1 1 1 1 -V 1 1 1 1 1 1 1 1m1 I I ui cn 1c IIIIII IIIIII IIIIII IIIIII W 5 5 1 I 1 1 1 1 1 1 1 I 1 1 I I I 11 I I I I I `// I 1 \\\l 11 I I I 1 1 1 �.�. L _L_L�__1_-L1' _ _T� -J[a�l--L-J- L_�1JJ _L_J1�L_ L ? --L- -1I J-- 1 W -- -J--,--_ -- i rr LL ROOF FRAMING PLAN 2222 Q HANGER SCHEDUIE BEAM SCHEDUL—E KEY NOTES FIRE BLOCKING NOTES AOSIMSON ITT9.5 OR Q(3)1 3/4"x9 I/2"MICRO-LA KANT-SAG TH017950 AT NAIL W/(3)16d COMMON 1. 20"x 30"ATTAC ACCESS W/30"MIN CLEAR HEAD ROOM.SEE 10/A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: rn 9 1/2"TJI's TYP. NAILS AT 12'O.C. - 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT B SIMSON MIT49.5 OR 2. NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL ®(z)1 3/4°xs 1/z•M1cRo-IA �p KANT-SAG TH035950 NAIL W/(3)16d COMMON 3. NOT USED 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH JOIST HANGER NAILS AT 12"O.C. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN©SIMSON MIT49.5 OR ©(2)2.12'. 4. SIMPSON VERTICAL STRAP TIES'LST149°CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER rI g KANT-SAG TH035950 NAL W/(3)16d COMMON CHORDS. F JOIST HANGER.PUT HANGER NAILS AT 12"D.C. THE STAIRS ARE UNFINISHED. pN ON INVERTED OR UPSIDE 4, IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A DOWN ®(z)2.10'. PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. NAL W/(3)led COMMON GENERAL NOTES FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SIMSON BC4 POST CAP NAILS AT 12 O.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. EOSIMSON JB210 ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. REVISIONS: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT STOP NOTES -P/L(I o , 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. _ NOTE: FLOOR FRAMING CONCEPTUAL, 4. STEP FOUNDATION. 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING TO BE DESIGNED/ENGINEERED MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS BY FLOOR TRUSS MANUFACTURER SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN BI: DATE SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING GKS 12/2aW INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECI�R JOB NO. NOTE: 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8'WOOD STRUCTURAL TRW. 07001 USE SIMPSON HI SEISMIC PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH SNEET NUMBER. AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.33 SHEET TREE FLOOR&ROOF FRAMING 2222 T3 wA b'4-79 Ii I I MWO CO IX n N N � OC 108-11 3/8 ' " _ 1 L --_-_------ - - T.O.PLYWOOD T.O. —0O8.'-1L1Z A _—_—__--_—_—_—_—_—__—_—_—_—_—_ PLYP�D T.O.PLYWOOD �:--r_--�.,�:____.___-_______ _____________—_— —_—_____ __—__—_-_________. __—_ ___—:—_—_—_—____—__—_—,_ T.O.PLI.OD 7 I i _ --_-_---_____-------- ! SEE SCHEDULE A A SEE SCHEDULE _ _ _ I _ __ SEE SCHEDULE A _______ OJT T.O.FOOTING Y T.O.FOOTING ____- '—____-__- _—_ ______ __ __._-_ ___---- _______ ___-___-.._ __--_-- ________�-- T.O.FOOTINGS C C REAR ELEVATION TYP. LEFT ELEVATION "a U o �QD $ C 108'-11 3/8" A ,� T.O.PLYWOOD 108'-11 3/8 Tom• z 108-5 T.OT o.PLC 100' T.O.PLYWOOD 100-0" 99,_6.A Ty p,p yW --------- - - ----------- SEE SCHEDULE A j i ! T.O.PLYWOOD -----------------------------------------------�1 .l SEE SCHEDULE i I ----144 f__i--__-________-__ --- -____________-_. T.O.FOOTI� 1 " r_ Il, OT Fes. OO NGTI00 NCTI [____�-----1----- --I------"—"—]------ ---------- - ------- --------- -- --- C---- -- SEE o SCHEDULE NG Y W (— RIGHT ELEVATION FRONT ELEVATION TYP. C� w r Q z Q LEGEND Z J ui U� ASPHALT SHINGLES:OWENS CORNING OAKRIDGE PRO 30 COLOR ui m "DRIFTWOOD'DRIFTWOOD 1 - 0 �_ VINYL SIDING: ALSIDE INC.ODYSSEY COLOR: "VINTAGE WICKER" PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR: "ANTIQUE Y PARCHMENT" 1 1 1 CULTURED STONE: STONE PRODUCTS CORP. J COLOR:"SPRING STREAM STONE" M 0 LL KEY NOTES 1. WINDOW SHUTTERS w-• 2. 2'-0"x2'-0"INLAYED SIGN W/PROJECT LOGO. 20 n( 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 4/A4.01. vQ n Q 3- ��a do gN 11 0 _ GENERAL NOTES �FIE�VISIONS: 1. KEEP ALL ROOF PENETRATIONS 5'-0"MIN.FROM DWELLING COMMON WALLS. �lt�k 2. STEP FOUNDATION. DBAWN W.- DATE: CKS 120/07 CHECI�D: JOB NQ T.R.W. 07001 SHEET NUMBER A2.34 SHEET TITLE: EXTERIOR ELEVATIONS 2222 N r/1 a V r%JO O O O t M W O W A4.01 A4.01 ,�0 00 od 162'-6" C, N ON 24" 28'-0" 28'-0" 28'-0" 26'-O"ACCESSIBLE UNIT WHERE OCCURS •5'-4" .o L W !, A. 5- NL H A. LA NLA A. ENLARGED LAN NLA L N W '-4' 22'-0" 27'-9° 56'-0° 27'-9" 22. 0° 3'-'• I I 2 < I I I < I I I I I I 2A 2A 2A 2A I 2A 4.03 A4.03 A4.03 A4.03 t rllrc 0 0 0 0 I, C O - Q o O (j 2 a O O I O i I 2A I O cl 2A 0 16 A4O3 i A4A3 i i ;ce y 2 0 .l •l °I � °I i 2 � �b I _ Y gg 1 i i i i i 1 I5/8.type'x'Ihr co structl I 5/ pe'x'Ihr co istr @ wal s&ceili g @ wol s&cell'g 1 i 3 I � I � A4.01 I A4.01 A4.0 5'-6" 12'-0" 7'-9" '-l' 7'-0" 14'-2" 8'-0" 14'-2" 7'-0° # 5'-e 7'-0" 14'-2" 8'-0" 14'-2" 7'-0' '-1° 7'-9" 12'-0" MAIN LEVEL FLOOR PLAN 322223 Z 0 A4.01 A4.01 O (SEE 5H I A37 RLNLAmGLD vL AN) ISILL SHEE A,5.0RLNLARGw PLAN) (SEE S ILAN) (5_SHLLj A�.ul ION LNLARGLL,PLAN) ILL SHLLI A,17 R tNLAN&U VLAN) 25'-4" 28'-0" 28'-0" 28'-0" 28'-O" 5'-4" JIL UJ 3'-4° 22'-0" 27'-9° 56' 0" 27'-9" 22' 0° 3'- 2 7 2 i i 1 2 W - 2 I I I A4.01 � i i i I _j < LL Q/� z pq 2A 2A I pA A4.03 W C L A4.03 A4'03 A4 03 I I Q e/ o0 00 Oo a _ O - - O _ I q W w�\ OC 2A I 2A A4.03 �J M J b b i I I Q I5/B°type'x'Ihr CD str ct n / 1 I 5/ 1 pe'x'Ihr cD struct n 0 @r � A4.01 I �A401 rr O A4.02 19'-9" '-1° 7'-0" 14'-2" 14'-2" 7'-0° 5'-8" 7-0° 14'-2" 6'-0° LL 14'-2° T-0° '-1° 19'-9' SECOND LEVEL FLOOR PLAN 322223 Q 118"_1'-0" /RE7r�yu/SHE ur��D I pae pmoic C)FPA (o KEY NOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: __. m _ (2003 IBC 2308.9.3) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT o �O i/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2'LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. w w o This permit Is being issued subject to the following Special Provisions and Deferrals: 0 3"O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH z~= 1)in tits hydrants as shown on the approved site plan. STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COOED CEILINGS. g O a < ` o 1)Install portable fire extinguishers and cabinets as shown.Install one addki.nal cabinet and 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J v axtmguisber on the second floor apartment entrance area in a risible and accessible location. EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8°DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER v' 7)Send automatic fire sprinkler plans to the State Fire Marshal for review.The system shall be ANCHOR BOLTS. PROVIDE 2°X2"X3/16°THICK PLATE WASHERS AT EACH BOLTED CONNECTION. THE STAIRS ARE UNFINISHED. �`\A o y inssendtelfledautomatic according is it the approved plans.Submit all lest documentation to the TF Fire Marshal prior to FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2"X4". 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A "& I a request for the finalinspection. PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS, 1)A rapid entry(knox Box)system is recommendad for immediate fire department access to thefacility BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR riser room(a)An application may be obtained at Station 1 during normal businesshours. (2003 IBC 2308.9.3)1/2°COX PLYWOOD OR 7/16"WAFERBOARD WITH BD COMMON(.131°SHANK SOUND TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. 1)If a building fire alarm system is provided,the local water flow shall be connected to lhealarm X 2 1/2"LONG)NAILS 0 4"O.C.AT PANEL EDGES AND 0 8°O.C.IN PANEL FIELD. VERTICAL system.Plans for the system shall be submitted to the Slate Fire marshal for review.All of the fire JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE alarm test documents shall be submitted to the Twin Falls Fire Marshal priorrequesling a final BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REVISIONS: �y inspadion. 4'-0"(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES /�I""• 1)Install smoke detectors in each sleeping room,one on the on the ceiling or all outside of each ALL BE TWO(2)2"X4"MEMBERS NAIL LAMINATED TOGETHER. separate sleeping area and one on each story.2)Detectors shall be Int SHALL erconnected. 2A. BRACE PANEL 0 INTERIOR WALLS 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - PLATE IBC 2LATE A 5/8"TYPE IT GYP.BOARD EACH SIDE OF WALL. NAIL TO STUDS,SILL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7"O.C.SILLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"ANCHOR BOLTS AT 48"O.C. NAIL SHEATHING 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN BY: DATE: TO DOUBLE STUDS AT HOLDOWNS AND END OF WALLS WITH(2)NAILS. SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING ,&2M 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECKED: JOB NO. 3, FIRE EXSTINGISHER CABINETS, 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL T.FLW. 07001 PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS, SHEET NUMBER, GENERAL NOTES 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REWIRED FOR THE PARTITION, /Cj n. A 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. SHEET TF E: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. FLOOR PLANS BUILDING TYPE 3. SEE SHEET A7.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS. 322223 Fe e 16 -8' vi '►° 0 0 25'-4' 28'-O' 28'-0. 28'-0" 28'-0" 25'-4" N w 3" Q W fz -4" '-9" 1'-0' 27'-9" 22'-0" 1 1 3 K 1'_1 .. r -- ----- -------------- 1-111 - --------- ---------- --- 3 5 3 3 - ------ ---------- �1� __ -- -----------2-- - --------------------------- -- -- --------- --------------�-- --- --- -------- --------------�---- -_ 1 0 1 0° 2 8' 2 IIIIIII ___ _ _ _ I I IIIIII 11 IIII l l I 0.I I d-44— 5 9 e „—t— —1— I I I I I I I I 1 ; LI i-e z JII—1�III I .1IIII_(IL_9J—1_1_I—o"•i—,A _"___T_J_ __I_-_-__-__1I_-I_-_-III__ ° — r ----- I r--i iI J_I_2_1 0______-__J-_�_iI_`�____o—_—_o_II____II I �__-�_____—__-•f°_i 9_1_2°_i J—_l01 1------- _.N IOgOM I 7 210 2 JOISTS h c �rdiC,• 9 1 m ----- LL L____ F __________ , 21 too0 _______ ___________J ( I ___ I_ _ _ _ _ _ _ _________ EB G em w. 5'-4" 12'-0" 7'-9" '-1" 7'-0' 14'-Z" 8'-O" 14'-4' 6'-10" 5'-8" 7'-0' 14'-2" 8'-0' 14'-2" 7'-0' Li 5'-5' FOUNDATION AND FLOOR FRAMING PLAN 322223 O U LU F— (Dzci � wcJ eJ F- KEY NOTES 0 z `W 1. SIMPSON"STHD14"STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS WITH y MANUFACTURER. � � Q� 2. 8"x 16'FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. z SET MINIMUM B"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS EACH VENT. I.T` 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL k MECHANICAL SHEETS. J 4. SIMPSON"PBS44A"POST BASE. M co5. 24"x24%8"CONCRETE FOOTING WITH(2)#4 BARS EACH WAY.SIMILAR TO 1/A4.05. L O 6. SIMPSON"PBS66"POST BASE. = GY 7. SIMPSON"PBS46"POST BASE, W 8. 36"06"x8"CONCRETE FOOTING WITH(3)p4 EACH WAY.SIMILAR TO 1/A4.05. J 9. 18'x24'FLOOR CRAWL SPACE ACCESS. m GENERAL NOTES Q M 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. O 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE (- PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. FIRE BLOCKING NOTES ARE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: rn 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL m mzi 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH =L V 3° AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. a a 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT 11HE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER a THE STAIRS ARE UNFINISHED. Q aH'i 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A F` PASSAGE FOR FIRE AT CEIUNG AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS, FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. REVISIONS: DRAFT STOP NOTES ��/°� '` 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. DRAWN Er: DATE: 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED JRIA 12I28I07 SPACES, SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECI®: JOB ND 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL T.R.W. 07001 PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. seeET NUMDEa: 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.42 SHEET TRLE: FOUNDATION PLAN 322223 P�'45• "i'f 25'-4° 28'-0° 28'-0' 28'-0" 28'-0"ACCESSIBLE UNIT WHERE OCCURS 25'-4" a O N N A od od - 21 LN°AKULU PLAN) 27'-9" 22'-0' O O 0. Z I I I I I 4 j 4 4 I I I I I I 4 I I I 1 1/2 lz I I b 2 0 2 r I 19 1 OIST11 N I DT 10/lyo S I I I 'I •' 2 QD. I I I I I I I I 1 I 1 1 I 4 4 I I I I H i l l I I I I I I I I I I I I I 1 1 1 1 1 I I I I I I I I I I I B III I lil l I b I I I I I lil 1�p 1 1 9 1/2 TJI 1 9I 1�'2 T I I I, 1�2�� 9 112" JI 1 9 1/2 T4 I 9112 T I 1�21 r•I I I 9 112• L I 1 I 1 _ I , I 2110 J IS D J S I 10 J S 10 05115 I 21 ST 0 J S 10 J S 10 JOShS 1 I° I I I I I 1 1 I I I I I I I STRINGER ®24"O.0 1 1 0.. 2°OC ®24°O.0 1 1 °0.. E III I I III I PIffR®' _ I 1 • I I I LC °r _ O I � I I � I I I I I I I I I 11 ® •� - I I I I I ' I I I 3 ' I I I I I I I I I I I I - - q Posr oD j i I p A axa wD. O d 2Xi2 STAIR O I 1 POST STRINGER 1 2 1 I I 1 2 4 E I 1 1 IIIIIIII _ IIIIIIII I I I IE I I IIIIIIII IIIIII I I 1 1 1 2 I i I I I I I I I I I I A4.D3 .� TYR 1 1 1 1 1 1 1 1 1 1 I I I P I I 1 1 1 1 1 1 I I I I I P. L y w 2 IIIIIIIIII o2G IIIIIIIIII 2 2 IIIIIIIIII o2'� 6 IIIIIIIIII ad I I I I I I I I I ; I I I 4 � III 41 II° iI T' 4 N 21 1 P;l � oNf 4 a 4 33 13 d �2�16° 4 4 #2 0 16" ®16 4 4 #2®16° s 4 O.C. O.C. T O.C. i O.C. 4 5'-4" 12'-0" 7'-9" '-I" 7'-0° 14'-2" B'-0" 14'-2" T-O" '-10 '-10' 7'-0' 14'-2° 8'-0' 14'-2" 7'-0° '-1" 7'-9" 12'-0' 5'-4" SECOND FLOOR FRAMING PLAN 322223 Z Z) 62'-10" 25'-4" __.. 28-0° ___.._.. 28'-0" 28'-0" 28'-0" 25'-6' LINLARGLU PLAN -4" 22'-0" 2T-9" 56' 0' 2T-9' 20'-2" 5'-4" r0, �aJ GABLE END TRUSS 1I I I I I I END I �I/�y1 I �I ' 1 I �LU - - - (v 7 TRU END - - - - r S GABLE END TRU S LL] l T - T- T 77- - 777777-7 = 41 J 1 . i I I PE 4�ss C `III I I°I I I I°I I I 11 1 1 1®III I°I r 2� 0, —� I I I I I I I I I I I I I I I I I T QIL z III IIIIIii1 II IIIII II III ' ! II _ I III ' I In_P.E.TRUSSES I j ; ®24'Q.G. RID' � ___I I I 1 1 �aTRU G. i j FI o I •j I I I 1 I I I I I I I 1 I I I 1 I I j I I I I I I I I I I I I I I I I \ I I J IGE ID IY L W (j) i� ® 4^ C I I I z( IIIr 1 C P.EI T I I I I I 1 I I I I II M � W GA END TRUSS I I ( I ! P.E.TR SES 1 I I I I I ( I I 1 o �,E.TR SE I --r----r-- GABLE E D USS 00 1 , �LIyJ� I II IIIII � � j III ID� � IIIIII � IIIIIIII ; III 202 I' 1 1 I IP EITR C. I 1®21L° C I IP.EI TR1$$ ' �211"dQ l _ IIII I III IIIII a ! II � � IiI ( II 4 IIII111IIIII _I o = Y 1�_I_f__ I® a" C. w I I I 1 .� ®�24O.Q.5 1 � 1 r � I I I I I I I I I , \ O O , , ICI I IIIIII IIII®I I I I Vim- �A � -L-L-L-L-1-1 1' - ABLE END Q TRUSS I � ----- i L --_-- TRUSS Q j GABLE END SS GABLE END TRUSS � END Ir/� O 12'-0" 7'-9" '-I" 7'-0' 14'-2" 8'-0" 8'-0" 14'-2" 7'-0° '-l' 19'-11' LL I ROOF FRAMING PLAN 322223 Q HANGER SCHEDULE BEAM SCHEDULE KEY NOTES FIRE BLOCKING NOTES AO SIMSON ITT9.5 OR NA 1 3/4"') 6d MICRO-LA 1. 20'x 30"ATTAC ACCESS W 30"MIN HEAD ROOM. SEE 10 A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS KANT-SAG TH017950 AT NAIL W/(3)16d COMMON / / m 9 1/2"rJI's TYR NAILS AT 12"O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT w o OO a 2. NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL 6 SIMSON MIT49.5 OR ®(2)1 3/4j3 1/2"MICRO-LA O Jp O 2, AT ALL INTERCONNECT ONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH KANT-SAG TH035950 NAIL W/(3)16d COMMON w= - JOIST HANGER NAILS AT 12"O.C. 3. NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. g o 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J N ©SIMSON MIT49.5 OR 1(2)2a12'e 4. SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER T � KANT—SAG TH035950 NAIL W/(3)16d COMMON CHORDS. THE STAIRS ARE UNFINISHED. JOIST HANGER.PUP HANGER NAILS AT 12"D.C. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A ON INVERTED OR UPSIDE PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS, NAILW/(DOWN � 2 NAIL (3)16d COMMON FIRE BLOCKING MAY CONSIST OF 2%LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR 6 �SIMSON BC4 POST CAP NAILS AT 12"D.C. GENERAL NOTES SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. EOSIMSON J8210 1. ALL DIMENSIONS ARE TO FACE 01 SIUJS OR CONCRETE UNLESS NOTED OTHERWISE. REVISIONS: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS DRAFT STOP NOTES 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATION. - NOTE: 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - FLOOR FRAMING CONCEPTUAL. MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS TO BE OR TRUSS MANUFACTURER SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER DRAwNev: OATS; 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS.OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING JRM 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHEG_ doe? 3, DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL T3LVP. 07001 NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS SHEET NUMB : USE SIMPSON HI SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS W1TH AND HURRICANE TIES(TYR) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.43 FLOOR&ROOF FRAMING 322223 �O O 2 yy� m o _- --_------ _'_-----__ -- _----_ 108'_11 —_—--_ T.O.PLYWOOD T.O.PLYWOOD 00 _ 10D 0'b T.O.PLYWOOD -- � - � I - - - � - - - � -- - -- - i- T.O.PLYWOOD Y � � SEE SCHEDULE I C ,, �T—_____.,.I,__�?—_.�l___ _________ ___________—__ __________� __L_,_____ __—__ r_____.___._ ___.__.__ ___ _,.1 —________,_�___—__________._Lr— SEE SCHEDULE c ' _______ _-1_�______, T.D.FOOTING ;________T. _________ —_ _ � , . ' ______: __.___.__________.... � � � � � �1_ �� TO FOOTING i d U SIDE ELEVATION TYP. FRONT ELEVATION TYP. m �y L gib I I I I j G ti 108'-11 ` T.O.PLYWOOD �0 00 _ —_—_—_—_—_—_—_—___—___ _ _—_ _—_—_—___—___ — — PLYWOOD 100-" J. ir_ SEE SCHEDULE J. -- - — - --------- -------- -- --------- ----- ---------- — — - PLYWO� �---• ------------ ---- `-----`—'------._-----'-- --------------------- --�----; T.O.FOOTING Y I I -'------- ---'------ I —_-"---- ---'----'- -------- J SEE SCHEDULE q_ L ---------------- *------------ ---'----' ------� __._.__-----T -------- ------ -'---- --'--- C `) �w uu�x anus L_:--------- �-------- -----.__-- -------- -------'— -'-------- -------- y --------` V T.O.FOOTING LLI SIDE ELEVATION TYP. 0 W REAR ELEVATION TYP. 2i J QLL z Q J � o J Z °C Lu C c m Z) m � Y J Q 0 0 LL N woo �a� N�Q \A y REVISIONS: DRAWN W. DATE JRM 12/28/07 CHECI . TRW. 07001 SHEET NUMBER: A2.44 SHEET MILE: EXTERIOR ELEVATIONS 322223 F F 165'-2" y1 O° 029'-3" 29'-3" 28'-0"ACCESSIBLE W WHERE OCCURS) 25'-4" 0 r- 4" SREET�� 11 ("! 5�R O"LNLAKGEU PLAN) D PLAN) Ott tNLAKULU IFLAN) 00 M 24 28 ILARGIU PLAN) (SLI,SHILLI A37 LNLAKGLD PLAN) It:itt tfttl A374 �11 Ll AJ.Ul tUN LNLAKLLU PLAN) 22--0' 27'-6" 581 6" 27'-6" "I-4-22' 'W Is. 2 o 2A 2A 0 0 0 L Ilk RqY It' A4.03 �0 0 Q:= Al C C - ----- ----------------- 4 E 2A A4.03 E a, `3 2 on ch 1 2 i2 I '0 2 I C TT 7 L i J4 5/8 tyoe'x'1hr col s r on 1 5/8"typet t)n a Wa _1 ng + 5'-4" 12'-0* 7'-9" ',Y-1, 14'-2" 13'-11)e2* 15'-1" J'L'. Cr 14'-2* 7'-0' '-14 8'-C" 12'-0* MAIN LEVEL FLOOR PLAN 323323 118"=V-0" z D 165'-2' 25461 28'-0" 29'-3' 29'-3" 28'-D" 25'-e (�U bHtLI Ab.OT K ENLARULD PLAN) Fu 3'- M.LNLAKIJtU FLAN) I�Ll,bHELI Ai.Ul FOR LNLAKULU PLAN) t5LL�illlblbl AITTTOMEARMrFIAT ISLL 5HILLI A301 fOR ENLAKULU PLAN) IUL 5HLLI A3.01 1`011 INILARGED PLAN) , e 22-C 27'- 58' 27'-6" 22'-0" 1-4, 0 C-) Ah 1) W z W U) 2 _J A4.03 s, _J � < LL 2A 2A 0 0 1 1 0 UJ a— 3: A4.03 O A4.03 I I < o�o �r 0 0 _J a /44\A4.031 z --------------- 2A >_ O _J 2A LU F M :D LLJ A4.03 'I LLJ M 1 7 < 5/9"type Y 1hr "a ru o Ion 1h,c S 0 0 w B cel g 0 7'-0 14-2 -0 13'-11Y2" 15'-1- 2' 14'-2- .3'-I". LL L1_ SECOND LEVEL FLOOR PLAN 323323 < 118"=V-0" raze 6;X_r1AA64`1S(1� TMUtR97b ( PERF4MC assessal KEYNOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: (2003 IBC 230&9.3) FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: — /*CDX PLYWOOD OR 7/16'WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2"LONG)NAILS 1, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT 0 i me Pismmt 13 being issued subject to the following special P—I.i.n.and Dalfamal.: 1 2. THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. 19 1)Install fire hydrants as shown on the approved site plan 03 O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES C STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 1)Install portable rim extinguishers and cabinets as shown.Install one additional cabinet2-X4'AND SHALL BE BOLTED TO THE FOUNDATION WITH SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/THREE(3)5/8'DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN extinguisher on the second floor apartment entrance area in a visible and access n end EQUALLY futile location. er DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER 1)Send automatic file Phlkl.r plans t ANCHOR BOLTS. PROVIDE 2'X2'X3/16-THICK PLATE WASHERS AT EACH BOLTED CONNECTION, THE STAIRS ARE UNFINISHED. o the State Fire Marshal for review.The system shall be 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A installed according to the approved plans Submit all test documentation to the TF Fire Mamhal prior to FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2"X4".for a request r the final inspection, PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. t)A rapid entry(knot Box)system is recommended for immediate Fire depart BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR riser d St mont access to thefecility, -CDX PLYWOOD OR 7/16'WAFERBOARD WITH 8D COMMON(.131'SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. roorms).An application may be obtains at Station I during normal businesshinum (2003 IBC 2308.9.3)1/2 X 2 1/2'LONG)NAILS 0 4'D.C.AT PANEL EDGES AND 0 8'O.C.IN PANEL FIELD, VERTICAL 1)If a building flm alarm system is provided,the local water flow shall be connected to the JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE alarm system.Plans for the system shall be submitted to the State Fire marshal for review. All of the fire alarm test documents shall be submitted to the Twin F.11.File Marshal pror BOLTED TO THE FOUNDATION WITH 5/8'DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REVISIONS: requesting a final Inspection. 4'-0'(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS 1)Install smoke detectors in each sleeping room,on,on the on the coiling or wall outside of each SHALL BE TWO(2)2'X4'MEMBERS NAIL LAMINATED TOGETHER. DRAFT STOP NOTES separate sleeping area and one on each story.2)Detectors shall be interconnected, 2A. BRACE PANEL-INTERIOR WALLS (2003 IBC 2308.9.3)5/8'TYPE Y GYP.BOARD EACH SIDE OF WALL. NAIL TO STUDS,SILL 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7'D.C.SILLS MORE THAT ONE DWELLING UNIT, SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SHALL BE BOLTED TO THE FOUNDATION WITH 518"ANCHOR BOLTS AT 48'D.C. NAIL SHEATHING SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. DRAWN BY. DATE: TO DOUBLE STUDS AT HOLDOWNS AND END OF WALLS WITH(2)NAILS. 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING JRM/GKS 1 07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECKED hi 3. FIRE EXSTINGISHER CARNETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8'WOOD STRUCTURAL T.R.W. 07001 PANEL,3/8'TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITHSHEET NUMBER GENERAL NOTES AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.51 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE, SHEET TITLE 1 SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. FLOOR PLANS 3. SEE SHEET AI.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS. BUILDING TYPE 323323 4. STEP FOUNDATION. 165'-2" 25'-4" 28'-0" 029'-3" 29'-3" 2V-0'ACCESSIBLE UNIT WHERE OCCURS) 25-4" '^ P n o '-4" 22'-0" 27'-6" 58' 6" 27'-6" 22'-0" '-4" `�pp vi vi fA 17 N N . V] 'ttOOtltl N N 1 Pa 3 3 2 1 I • --- -------------------------- -- 1 1 - - - -- -------------------- ---------- -- I 2 m. ., ' I II IIIII 9 1 3 _ _______ I � - - - - - - LI I_I_I I- I-�- - - - L- -------- --- ----- -- ----------} -I- U), - ---------- 15'-n° 5-2 I IIII N , ; � � I 1 1 1 1 � M,, , IIIII IIIIIII _ _ _ - - ---- - - - --- - _ - -__ � I I z t �-+_�_��_ _ _ ;IIIIIII I� r _ _____ _ _______ _ , __ IIIII 12'-6mi " ---- --- -- .- ---; -- I , IIIII„ II ;III, IIIIIII L_________ I I I I I ALL,x 01 --- r --- --- ------- _____, - - 1 i' 1/2' TJI 210 I I � ' 'TJ �10 9 Ni O.C. i J01 m IIIIII � �.. ' , I IIIIII I s „ - - - - - - - ,<- - T-- -- - - ' - -, ,- - - - -- --- - - - ---- ----------- 7 I � � � � i• ------ -r r-- ---, r- - ---- I i ; 1 -, III 2 ___ I I I ;I ;IIIIIII i 1 i° s $ I IIII I Ili I _ .IIIIIII I ( IIIIIII ;IIfIIII � 11111111 ;1 � ;, 111 � 1 11 I i •I I i i i I� I � T 1 ' �' I I I I I I I �I II i I I it _ _ _ _ _ ------------ I 1 ,. i a 1D I �I I � - - - - - � � � ' I IIi � i ---------- � 7 «' � � IIII _ _ _ _ J ,IA F_ _ ' __i I L____ ____ ____J _ ______ L J U 2 1 • 2 ____ _ __ _____ I I t o - , I U 3 <r L ______l 5'-4" 12'-0" 1, 7'-9" '4" T-O" 14'-2" 8'-0" 13-11 3'-9" .15'-1° 3'-9" 13'-11}i" 8'-0" 1, 14'-2" T-0" '-10' 8'-0" 12'-0" FOUNDATION AND FLOOR FRAMING PLAN 323323 _ O U LLJz � � LuC J L � u- KEY NOTES Q z 1. SIMPSON"STHD14"STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS WITH MANUFACTURER. � � Q 2. 8"x 16"FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. Z SET MINIMUM El"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS EACH VENT. 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. &5 —1 rr 4. SIMPSON"PBS44A°POST BASE. co � ui ui 5. 24"'44%8"CONCRETE FOOTING WITH(2)#4 BARS EACH WAY,SIMILAR TO I/A4.05. C� O 6. SIMPSON"PBS66"POST BASE. Z_ = 7. SIMPSON"PBS46"POST BASE. W B. 36"06"0"CONCRETE FOOTING WITH(3)#4 EACH WAY.SIMILAR TO 1/A4.05. 9. 18"x24°FLOOR CRAWL SPACE ACCESS. m 1015MLAAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. y 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. O 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE UI PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. ILL FIRE BLOCKING NOTES FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT o u o THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL m 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER < THE STAIRS ARE UNFINISHED. ` y 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. R VISIONS: DRAFT STOP NOTES °b 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEIUNG ASSEMBLIES OF BUILDINGS HAVING MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. DHAwNev: DATE: 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING JRM/GKS 12097 INDIMDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECKED: Joe NO. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL T.R.W. 070DI PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. SHEET NUMBER 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.52 SHEET ME. FOUNDATION PLAN 323323 B. mho 8 165,_2. ; pI a� 25'-4' 28'-0' 029'-3" 29'-3" 28'-0"ACCESSIBLE UNIT WHERE OCCURS 25'-4" rn.9 N N o0 06 09 -4" 22'-3" 27'-6° 59' 0" 27'-6" 22'-3" 4 4 4 4 � 4 4 j' I 1 I I I I I 'I •I b 177 1 2 T I I I I 1 - v ,/2°T 9 1/2"TJ I 101° S I 9 10 _ 10 JOIST 210 JOISTS Tn 2"0 1 I I I JI73 ® ® © I6° ®24" "o T I 9 1/2"T�8 9 1/2'TJI 4 2X12 STAI I I�:� I I 10 OIS S 10 J�IS 210 JOISTS 210 JOISTS STRINGER I 0 O " m 3 4 ®, I I I I I 1 - I II'' ~ ® L 1 I I I 1y2"ITJI 'm h I I l i 11 1 I I I I I I I TS TYP �Lo d I I I I m D' TR I STAIR 4x4 POST _TT TRNGER 3 ILI I I I I m 3 1 I I 4 E IIIIIIIIIII IIIIIIIIIiII © e m 4 TYP 11 1 1 1 1 1 1 2X1 DF-L E 2X10 -L I I I I I I I I I 4 ® QUl 4 N o Q 4 2X10 DF- 4 I 4 ® 2X10 DF- 1 p2 O 16' 4 RIO DF-L/2 0 4 .4 ZX10 DF-L#2 0+ M^-®16, • I 4 O.C. 16"O.C. 16"O.C. - O.C. 4 5'-4° 12'-0" 7'-9" '-1" T-0" 14'-2" 8'-0" 13'-11Y' 3'-9" 15'-,' 3'-9" IS-11 -0. 14'-2" 7'-0" -10' 8'-0. 12'-0" 5'-4" SECOND FLOOR FRAMING PLAN 323323 Z) 165'-2" 2S 4" A - EE SHEET 28 0° -- 029'-3" 29,_3" 28'-0" 25' 4" G OR AN) (SEE SHEET AJ.Or_ H ENLARGED PL ��Lt SHEET AJ.01 FUR ENLAKULD PLAN) (SEE SHEEI A3,01 FOR ENLARGED PLAN) DbLIE bHIELI 22'-3" 27'-6" 39, 0" .27,_6" 22'-3" .-4" O U GABLE END • I ' i i p QI l I I II I II I I II1I II 1I I TI I 1I I I III 1--I, II ' III I I I —GABLE-L�YEND I I II II I 1 W TRUSS --T-- - -- - - - -- - - T- l- - - - - - - - - - - — TRUSS GABLE END GABLE END TRUSS GABLE END ND TRUSS z 1 - - - - - - - - - - -PPLE TRUSS TRUSS ILu Jrl�S�11 TQ r-1777—T— r-1-77- P.E. R — - - gyp- - - - -1 7 PaE. ES1I J — I ®aa —I oQ 1 o ICI I I 1 I I I I I I (CC °- Q z RID E 1 I I I I I 0 _ W P.E.TRUSSES ® I I I Q I III ( ;, Q I 0 24'O.C. I I IDG I.II I . 11 1 I I I • I 3 �--�-- i ---�--� -I 1 _I 11 I - I P.E.TR SS ES • I \ I I I I I I I II I I I 1 1 L 1 L I � •� I` 1; I I I l o l I l i I I I RID E I 1 i - -- -I--I-- 1 1 I--I-- -I - I I I DGEI--I I I--I --I- � I /� o J • � \�_ RID E I I I I 1 1 I I I I I I P.E.TR SSE 11 I I I A i i 1 •I 10 217°�.C. .E.CKU$ES I I " - I I 1 1 I I I IDG i W I E " SS I, d IolI I IIII I III 1 1 , 1 12I GI III IIII USES I IIIII m p m CAB E" D 1R055 ® C. i I 1 I I I I i 1 I I I I I 1 I I - I z I I I D USS P.E1 TR�5BE�5 I II I I I II I I I 24 0. I IIIIIIIII I = Y 1 I 1 1 I ®24'O.C. I I I I I 1 I I ®B4TRU5$B$ I;LLL I f , L • 1 I I.GABLE GND n l , � I I 1 11 I 1 1 I I jl TRUSS' y IIII i, i_i I i l l CABLE � QTRUSS L ___ _-_-_ J GABLE END TRUSS L _____ _ _ J GABLE END TRUSS /r GABLE END O '-1" 7'-0' 14'-2" 8'-0" 13'-11 3'-9" 15'-1" 3'-9" 8'-0" TRUSS 4'fit° 13'-11}2 , -2" 7'-0" '-10' 20'-D" LL ROOF FRAMING PLAN 323323 Q HANGER SCHEDULE BEAM SCHEDULE KEY NOTES FIRE BLOCKING NOTES AO KANT-SIMSCIN G TH OR �(3)1 3/4"x9 1/2"MICRO-LA. ,. 20'x 30"ATTAC ACCESS W/30"CLEAR HEAD ROOM SEE 10 A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: KANT-SAG TH017950 AT NAIL W/(3)16d COMMON / w 9 1/2"TJI's TYP. NAILS AT 12"D.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT o 2. NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL w w OSIMSON MIT49.5 OR ®(z)1 3/4'.9 1/2'MICRO-LA 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH = � KANT-SAG TH035950 NAIL W/(3)16d COMMON ID= JOIST HANGER NAILS AT 12"O.C. 3. NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. cJ a 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J IN F ©SIMSON MIT49.5 OR ZL(2)2x12's 4. SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF 1HE WALLS UNDER KANT-SAG TH035950 NAIL W/(3)16d COMMON CHORDS. THE STAIRS ARE UNFINISHED. ai JOIST HANGER.PUT HANGER NAILS AT 12"O.C. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A ON INVERTED OR UPSIDE DOWN ®c2,200'B PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS.NAIL W/(3)16d COMMON FIRE BLOCKING MAY CONSIST OF LUMBER FI GYP.BD.WALLS HAVING STAGGERED STUDS FOR _ �SIMSON BC4 POST CAP NAILS AT 12"D.C. GENERAL NOTES SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF GATT INSULATION. EOSIMSON JB210 1. ALL DIMENSIONS ARE.TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. �R/�/t/rISIIIOgN�S; 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS, DRAFT STOP NOTES �/�` 3. SEE SHEET AI.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATION.NOTE FLOOR 4. STEP FOUNDATION. 1, DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING T OOR FRAMING CONCEPTUAL. MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS TO BE OR TRUSS MANUFACTURER SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER 2. DRAFT STOPS SHALL BE INSTALLED OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BEE ABOVE DRAWN W. DATE: ABOVE AND IN LINE WITH THE WALLS SEPARATING JTRM/GKS 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS CHECKER JOB NO: 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL TAX 07001 NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS sNEEt NUMBFH USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AND HURRICANE TIES(TYR) AUTOMATIC LATCHES CONSTRUCTED AS REWIRED FOR THE PARTITION. A2.53 SNFFT TRI F: FLOOR& ROOF FRAMING 323323 2 00 OD 108' 1 T.Q. PLYWOOD C3 01 00 00 1004*.. 00 00 99 PLYWOOD uu 0 -0" Li 4-T.O.' LT IQ i 11-1.0 D c SEE SCHEDULE --------------------------- T.O.FOOTING SIDE ELEVATION TYP. FRONT ELEVATION TYP. I TYR 101zi-i PLYWOOD C3 0 E30 ME ou0 D —------------------ ------------------------I z 00 00 0 T.O.119WIll ------- J. TO P14116 10 0!TlT'Zp-L'T.-OD SEE IMF----- -------- T.D.FOOTING -�—TO.PLYWOOD ---------- I.Q.PLYWOOD SEE-SCHEDULE ----------——----------- 0 T.O.FOOTING - --—-------------——------ —--------- S.EE,SCHEDULE ff LED-LE t ------------ ------- LLJ F- SIDE ELEVATION TYP. Z ui REAR ELEVATION TYP. -5 1/8.1 V-0.1 -J I-- < LL > Qz ui LEGEND < rrl ASPHALT SHINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR : SELECTED BY OWNER fr z VINYL SIDING ALSIDE INC.SENECA COLOR TO BE SELECTED BY OWNER ui U) PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR: SELECTED BY ui OWNER CULTURED STONE ELDORADO STONE COLOR: SELECTED BY OWNER ui -j r) or 0 LL LL KEY NOTES I. WINDOW SHUTTERS \rjp 2 2.-D`x2'-O"INLAYED SIGN W/PROJECT LOGO. 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 22/A4.04. REVISIONS; a'61 10 f i' GENERAL NOTES I. KEEP ALL ROOF PENETRATIONS 5'-0"MIN.FROM DWELLING COMMON WALLS. DRAWN BY. I DATE, C 2. CONTRACTOR TO PROVIDE VINYL SIDING TRIM PER MANUFACTURERS SPECIFICATIONS,FOR -CHE WD G 12/2&W � ALL DRYER VENTS,WALL PENETRATIONS,HOSE BIBS,ECT. 070DI 3. STEP FOUNDATION. NQ SHEET SHEE7 NUMBER: A2.54 SHEET 7r E: TYPICAL NOTE EXTERIOR SEE SHEET C2.0 FOR ACTUAL ELEVATION SEE SHEET C3.0 FOR ACTUAL GRADING ELEVATIONS 323323 i 85 BY2" _ NOTE: N CONT.RIDGE VENT(TYP) ARCHITECTURAL ASPHALT SHINGLES oldo OVER 15#ROOFING FELT OVER 15/32" 29'-8Y" 28'-0° 28'-0' ',«oo h v, MANUFACTURED ROOF TRUSS 0 24"O.C.SEE ��// APA RATED OSB SHEATHING OVER (SEE SHEET A3.01 FOR ENLARGED PLAN (SEE SHEET A3.01 FOR ENLARGED PLAN) ° B,0 N N MANUFACTURER'S DETAILS&ENGINEERING 5 PREMANUFACTURED SCISSOR TRUSSES 29'-8N" 6'-3° 15'-6" 6'-3° 6'-3" 15'-6` 6'-3' "B 00 °° (REQUIRES 14'TRUSS HEEL) WITH R-30 BATT INSULATION(TYP) C, N N SIDE APPROACH o y 30"x 48" P. � 60°CLEAR CIRCLE SIDE APPRO CH '^ 30°x 48' t 4'-0° 48"x 60" A2.6, A2.61 2 2 A4.01 A4.01 2 _104 A 101, 9. FRONT APPROACH T.O.PLC ATE 42"x 60" _- 30"x 48" EXERCISE COMPUTER FAU Wtt WASH 60"CLEAR CIRCLE 2 COROPDUMTER FAU WH ASH 2 R00 2 HR WALL ALL 0M ROOM u�,V,, I '� 103 iD5 i0 NDRY ATHR 2A ROOM / 10 106 106 2A I 2A H 2 HR WALL � FRONT APPROACH "i 103 A A4.03 42"x 48° WORKOUT IL I2 30"x 42" DW REF o o ROOM I ° ° DW REF 0 0 0 o A413 A too' 0' CLEAR FLOOR T.OT.O.PLYWOOD AREA I 102 KITCHENETTE 60"x 60" 102 1 R-19 GATT INSUL T0' FtL SIDE APPROACH O I O O 30"x 48" a 'l 1 I C C � 5 A COMMUNITY ROOM I 2A INA2.61 2 101 2A d v BUILDING SECTION 7 I U LANDING 5'x 5' "i d 2 2 7 ggg 2 CONT.RIDGE VENT(TYP) 7•� A2.61 1 FIR RISER 1 MANUFACTURED ROOF TRUSS 0 24"O.C.SEE NOTE: 0 MANUFACTURER'S DETAILS&ENGINEERING ARCHITECTURAL ASPHALT SHINGLES 7 5/1type x* 1hr onslruc ion (REQUIRES 14"TRUSS HEEL) �� OVER 15/ROOFING FELT OVER 15/32' A4.01 Q 33 APA RATED OSB SHEATHING OVER PREMANUFACTURED SCISSOR TRUSSES WITH R-30 BATT INSULATION(TYP) A4.01 5 4'-10)¢" 4'-10` 10'-0" 10'-0° '-0"3'-6` 3'-6" 7'-O" 4'-5' '-7 4'-0' 4'-O' 4'-5' MAIN LEVEL ACCESIBILITY PLAN COMM22 MAIN LEVEL FLOOR PLAN COMM22 08'Y,.O.PLATE T COMMUNITY ROOM MALL 101 LEGEND Z 703 D REQUIRED CLEAR FLOOR SPACE AT DOORS, 2 100' FIXTURES&APPLIANCES. C T.O.PLYWOOD G 29'-BXt° 28'-0° 28'-D" R-19 BATT INSUL. ® 36"ACCESSIBLE ROUTE 6-3" 15-6" 6-3" 6-3° 15-6" 6-3 Q O 2 U W !� Z - _QG SECTION ___ 2A 2W aIBU11LD111N k -- _ --- v� --------- A ¢ Cj J ks_ A4.03 2 asessal Fasse Q ------------- LL _-_`-------- �___ _-_ 0 0 0 0 A4.03 Z 30"X3fi" - ------ ----- Uj /� MIRROR _ ___ mm -- LL PULL OUT SIZE INTERIOR _ __ -- --------------=_ 1 KEYBOARD - PAPER SYMBOL WIDTH HEIGHT MATERIAL GLAZING GLAZING TRIM REMARKS =*- +_____ -_-- TRAY TYP 4'-0°HIGH TOWEL A 6'0" 4'0" VINYL DEL INS SLIDER WD __-____-__ _ ° O O ° "e DISP. WAINSCOPLASTIC T F 6'0" 5'0' VINYL DEL INS SLIDER WD I --_______________________ I (_TYP.ALL v - ° Im ALLS DBL INS DOUBLE INSULATED GLASS --- _--------__- 2A ____cn====___ 2A I z .NO EQ EO WD 3/8" CU ARBLE SILL -2.3) - AP JAMB AND HEAD WITH GY _--_ _ - EN UNDER UNDER �/� J VJ BRACE OW SCHEDULE ==__===_�=- ----------- -- ========_=====__====== ' I m � Mw COMPUTER ROOM RESTROOM s'-o" 6'-0" 6 o�� z-- 2 _ = Y 3 W J 5/"type'z'ihr onatr n A EFT-11 I I I EID 2._6" '-6' 3'-0" 2'-0" 3'-0" _ \ 9,_ 20'-0" '-0. 3'-6" 3'-6" 7 0" 4'-5' '-7 4'-0 _0• '-7 /4`,_5, Y-0 3'-6" 3'-6" '-0° M O 00 DD ` ' ' fills permit Is being issued subject to the following Special Provisions and Deferrals: Q 1)Install fire hydrants as shown on the approved site plan. .� ._� I F.F. I - A4.Di A4.2 P 1)Install portable fire extinguishere and cabinets as shown.Install one additional cabinet and MICRO °{ A R C D E extinguisher on the second aoor apartment entrance area in a visible and acre sible location. Send be N R G. I•J 1)tailed according to the omatic fire rapprro plans plans.Submit all test documentation to the TF Fire Malse Fire Marshal for review.The system l hat prior to TP _ WIN OW TYPES SECOND LEVEL FLOOR PLAN COMM22 a request for the final inspection. 1)A rapid entry Kno,Box)system is recommended for immediate fire department access to thef LL I ITTDISP. c DW ability user room(s).An application may be obtained at Station 1 during normal business hours. CO MUNI TY BUIL G DOOR S L 8 1)If a.Plans fire alarm system Is provided,the local water low shall connected to tof the m system.Plans for the system shall be submitted to the State Fireow marshal for reviewof the fire SIZE FRAME HARDWARE e=teat documents shall be submitted to the Twin Falls Fire Marshall priorrequesting a final 2'-6' 1'-6' 3'-0" 2'-0" 3'-0" ROOM DOOR inspection. RESTROOM WIDTH HEIGHT THICK TYPE CORE MAT'L FINISH MAT'L FINISH GROUP REMARKS Install smoke detectors in each sleeping room,one on the an the ceiling or wall outside of each KITCHENETTE101 3'0' 6'8" 1 3/4" A INS M PAINT M PAINT 8 THRESHOLD separate sleeping area and one on each story.2)Detectors shell be interconnected, 102 6'0" 6'8" 1 3/4" E HOLLOW HE PAINT WOOD PAINT BE KEY NOTES FIHt dLL)UK11VU NU I LJ 1'-0" v 1/4„=1,_0" 1 103 3'0" 618" 1 3/8" B HOLLOW HE PAINT WOOD PAINT 6A 104 2'8" 6'8" , 3/8" B HOLLOW HE PAINT WOOD PAINT 8 THRESHOLD 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 105 5'4" 5.8" 1 3/8" D HOLLOW HE PAINT WOOD PAINT 7A (2003 IBC 2308.9.3) 1. IN CONIC F STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT / t/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH SD COMMON(.131 SHANK X 2 1/2"LONG)NAILS ILING AND FLOOR EYELS AND AT 10'INTERVALS B07H ERiRAL NND HORIZONTAL. o� �• �o� 106 2'8" 6'6" i 3 4" C HOLLOW HE PAINT WOOD PAINT SB 0 3°O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTION ETWEEN CONCEALED VE D HORIZ 1iONT SMC€�SY w? _ 107 3'0- 6'8" 1 3/4" 8 HOLLOW HE PAINT WOOD PAINT BE STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DRO CEILINGS. z= O 30 COMMUNITY BUILDING FINISH SCHEDULE CORE MAT'L 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN �� d� EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8°DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER ROOM ROOM CEILING INS SOLID CORE INSULATED M METAL THE STAIRS ARE UNFINISHED. ` a ANCHOR BOLTS. PROVIDE 2"X2'X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. 0 N NAME FLOOR BASE WAINSCOT WALLS CEILING HEIGHT REMARKS HOLLOW HOLLOW CORE HE HARDBOARD FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2°X4". 4, IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. ----- € 101 COMMUNITY ROOM CP MDF -- P, C1 8'-0. SC SOLID CORE WOOD I FINGER JOINTED PAINT GRADE WOOD 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR 102 WORKOUT ROOM CP MDF -- P1 Ci g'_p" SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. (2003 IBC 2308.9.3)1/2°COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131"SHANK 103 HALL CP MDF -- Pi Ci 8'-0" X 2 1/2°LONG)NAILS 0 4'O.C.AT PANEL EDGES AND 0 8'O.C.IN PANEL FIELD. VERTICAL 104 COMPUTER ROOM GCP MDF -- P, C 1 8'-0" NOTE: JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE SEE SPECIFICATIONS SECTION 08710 - DOOR BOLTED TO THE FOUNDATION OATH 5/8'DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REVISI NS: 105 LAUNDRY SV RB -- P, C7 B'-0° DOOR SCHEDULE HARDWARE FOR HARDWARE GROUP DESCRIPTIONS. 4'-0'(2DO3 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES oa 106 BATHROOM SV RB OIL P1BE TWO(2)2"X4"MEMBERS NAIL LAMINATED TOGETHER.P1 C1 8'-0" PL TO 4'-0" A.F.F. PAINT ABOVE 107 JANITOR SV RB -- P1 C1 8'-0" - 2A. BRACE PANEL-INTERIOR WALLS t, DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING _ FLOOR BASE ❑❑ ®❑ ®❑ ®® 00 (2003 IBC 2308.9.3)5/8°TYPE'X'GYP.BOARD EACH SIDE OF WALL. NAIL TO STUDS,SILL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7"O.C.SILLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CP CARPET MDF 2 1/4" WOOD PRIMED &PAINTED SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'ANCHOR BOLTS AT 48"O.C. NAIL SHEATHING 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SV SHEET VINYL RB 4" RUBBER BASE a a a o a o a TO DOUBLE STUDS AT HOLDOWNS AND END OF WALLS WITH(2)NAILS SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE W,TH THE WALLS SEPARATING DRAWNTRW W: DATE�� INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS, CONC. CONCRETE SLAB 3. FIRE EXSTINGISHER CABNETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2°GYP.BD.,3/8"WOOD STRUCTURAL CHECKED JOB NO: UNFIN. UNFINISHED FLOOR PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. T.R.W. 07001 ®® ®® 0® 0000 GENERAL NOTES 4 OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH SHEETNUMBER WALLS CEILING AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. P7 PRIME, TEXTURE, & PAINT C1 PRIME, TEXTURE, &PAINT 1, ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. A2"61 III l (INTERIOR SEMI-GLOSS ENAMEL) (INTERIOR SEMI-GLOSS ENAMEL) /1 p D E SHEETTRLE: A /1 ROOM FINISH SCHEDULE O V 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. FLOOR PLANS DOOR TYPES 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATIONS. 4. STEP FOUNDATION. SEE SHEET A1.01 FOR LOCATIONS. COMM22 /?I OC 00 85'-8Y" I CA N N � U 29'4y" 28'-0" 28'-0" 1 2 1 2 A-20 SIM. r ----- ------------------------------------------------------------------ ---, ---- ------------------- ----------------------------------- ---- ---- --------------------------------------------- -------------- ---- I IF UIW Rr � I Ij � jj I I I I I I I I I j � j j l 2 a-2.oz , j , j s l II II I I I I I I I I I M. j j l j l l l j Ij I I I I I I � sIM. 02 ........ _ I m O.C./ TJI 10 cm )TF ! IA BL 0'T F WL i i BLOCKDUT R CR BL CKCR WL 1 A+2.02 A-2.02SP E. II j I SP� I I I I I I I __E__�___}__ P. --r- , I j j j l l l l j l l l l l l KITkNEjTT II j,. , U--_--_f I 3 +-.0-2i j 1A2 --T--j----I------T---'I---_I IL _____ -_-_ _---_--- ----------A--CE--. - -_----- ---I- -- --_-_-_A-32.-_02-_ 11 -_--_-_-_--_---_ M D2c= Pj SP E.L 10 ------ --- ____________ ______ ____ zo2 tg�$ a-z.oz 2 IT III I I I I I I jjj I I I I I I I I I I I I I I I I jj j jj j ; 1 1 El-, 2 ' z 9J1/2„ra 2�0®ys• I I IIj; ( I I I I I I I , I o � 1 r 2 j 1 I A2.D2 SIM. _ z'o2 I F zA- N I I I I I I II I I I I I I MI 1 ------ ----- I Ij � � j j � j j j i n--- --- ------n r l 11 1 1 I - I I -- --- - --- -- -- --- -- --L-- --- I I I 'I Igp� j; 2 o ii i� � f � � � � I � I I j ; I I it 2--------------------------- --------------------, II A-2 2 ,j O5I I -------------L - -'---I-- -- -! -' 1 2 II 1; U L ______________ _____o J ______ "o A-2.02 1 •4 TJ L� I II ' I rl f__________ ____________ ___ _rJ 1 L, ______ � ' I' ' I I § L b W U I I MISER s'-°" v z vr • Q J 2 5 L--------' S Ji CC J A-2.02 A-2.02 YP. , 9'42" 20'-0" 28'-0" 28'-0" Z - .- - ----- ' W BUILDINGS COMM22 - FOOTING & FOUNDATION PLAN KEYNOTES cc z SCALE: 114"=1`0" 1. SIMPSON"STHD14"STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS WITH Lu U M MANUFACTURER. W 2. 8°x 16"FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. O m SET MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS EACH VENT. 3, RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. Y 4. SIMPSON°PB544A•POST BASE. 5. 24"x24°x8'CONCRETE FOOTING WITH(2)14 BARS EACH WAY. 6. SIMPSON°PBS66"POST BASE. 7. SIMPSON"PBS46"POST BASE. Q 8. 36"x36"xB"CONCRETE FOOTING WITH(3)/4 EACH WAY. Syr 9. 18"x24"FLOOR CRAWL SPACE ACCESS. ®® 10.STEP FOUNDATION WERE OCCURES. SEE SHEET AI.01 FOR LOCATIONS 0 Ll- GENERAL NOTES Q 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. oho Qo FIRE BLOCKING NOTES So' N�a FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: y 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL, 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE 70P AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED, REVISIONS: 4, IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A hj�' PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS P ./ _ FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.SO.WALLS HAVING STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. DNAWN SY: DATE: DRAFT STOP NOTES s 12nso7 CHECKED JOD ND TAX 07001 1, DRAFT STOPS SHALL INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING sHEET NUNmx MORE THAT ONE DWELLINGUNIT. SUCH DRAFT STOPS SHALL BE LINE WALLS A 2.62 SEPARATING INDIVIDUALUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. _ 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING SHEET INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD„3/8°WOOD STRUCTURAL FOUNDATION PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. PLAN PI_/-IN 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH C AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. I I I V�1 O O 85'- ' • 29'-&T I 28,_0" I 28,_0" •�. N N 1 A2.61 A2.61 4 ROOF �•01 A4.01 4 � 210 JOISTS 1 210 JOISIIS v I 0 24.0.c I A.0 1 • I. I I I I I I I I I I I GABLE END TRU i i D o a 0 0 A 03 I I I I I I 1 1 I I I I I I I I I I •I I I'I I I I I GABLE j III Ali I� IIII a " ND I GUB END III II I I I 1 I1 E TRUSS IIII 1II 1I III1 11IIl II1 1II 1I1I I1I1 %'2-X 1 N2°.c a ' LIIII 11III I II III 411II 1III 1II 1 II ( I I I E a U s !I bl I 8 4 a A2.61 UP ROOF I I •i 10 DF-L p yg2 3 g2 0 16" �2®16" L t7 O.C. 1 ! O.C. g�g 27,_0. 3,_0. 7,_0. ,_5" �'-714'-0" 4'-0" '-7 11,_5" 1 7,_0" I A4.01 13 I I I I SECOND FLOOR FRAMING PLAN COMM22 85'-W O 29'-W 28'-0" I 28'-0" U GABLE END LU Q 1 1 TRUSS V Z A4.01 A4.01 IIII --------------, I I I I I IIIII I I I I 'I I I I I I C6 IIIIIIIIIII � ; " III Ii11111 1 •J � J I I I I 1 1 1 1 1 1 ; IIIII 'I , III IIIII � � 10 P.E.TRTI`SS Z 1 I I I I I I I A4.03 I I I I I I I I I R GE I 2 � HIIIII IIII ; ° LO w � � I I I I I I I I I l I I I •,I Q GABLE END I I I I -{I R GE I}- I 1 I I I I I I II I I I TRUSS -H-I"- - -H�I -I--�-i -RI G y I JI 'a Q 1 - 1 I 1 1 ( H I I I -I • I I I I I IF 1 -' I- � � 1 t � } 1cr //�� I I I I Iy I I I I I 'I I I I I 1 W �// M c GA LE END T I I I I I I I 11 TR SS S -L_ P.E !'��'ISS S L�L 4° .C.'"'� �` 0 4" I.C. i M I I I III 1 1 I TI I I I I I I I I I i I ! IIIII I ,, I I I I !I i � � � I I I I I I I I 1 I I I I I I 1 I 1 I 1 _ 1 .1__L- _�_ H _ I I ICI I I I- IIIII !I I I W TRUSS L Al -L!J-- -- A - --- �- 4 --L-'�- L- , M 14°HEEL I W TRU SES I L __ T CE IRED AT BUI ING 20'-0" -0° 28'-0•I /0��• LL O A4.01 4t. LL LL ROOF FRAMING PLAN COMM22 Q HANGER SCHEDULE BEAM SCHEDULE KEY NOTES FIRE BLOCKING NOTES OA SIMSON ITT9.5 OR (3)1 3/4"x9 1/2"MICRO-LAM KANT-SAG TH017950 AT ONAIL W/(3)16d COMMON 20°n 30"ATTAC ACCESS W/30"MIN.HEADROOM SEE 10/A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 9 1/2•TJI'B TYP. NAILS A7 12"O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT B sIMSON MIia9.5 OR (2)1 3/a"x9 1/2'MICRO-LAM Q NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. w O m 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH KANT-SAG TH035930 NAIL W/(3)1D.COMMON ® NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COOED CEILINGS. w o JOIST HANGER NAILS A7 12"O.C. 2' o 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOMOF THE RUN Z= g ©SIMSON MIT49.5 OR (2)2x12'e Q3 SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER S Im 0 KANT-SAG TH035950 ®NAIL W/(3)16d COMMON CHORDS. THE STAIRS ARE UNFINISHED. N o JOIST HANGER.PUT HANGER NAILS A7 12"O.C. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A a ON INVERTED OR UPSIDEDOWN PASSAGE FOR FIRE AT COUNG AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. \'0 OD SMSON BC4 POST CAP ONNAL A)ILSW T(12"10CCOMMON GENERAL NOTES SOUNBD`T°CRANSM5310N°CO CONTROL SHALL HAVE 2X LUMBER OR GYP. BLOCKS OF BATT INSULATION.STAGGERED STUDS FOR 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT STOP NOTES REVISIONS: 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. NOTE: 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING FLOOR FRAMING CONCEPTUAL. MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE NTH WALLS TO BE OR TRUSS MANUFACTURER SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. - BY FLOOR TRUSS MANUFACTURER 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE NTH THE WALLS SEPARATING DRAWN BY: DATE: INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8°WOOD STRUCTURAL TRW 1228/07 NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. CHECKED: JOB NO: USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS VI T.R.W. 07001 AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. SHEET NUMBER: A2.63 SHEET TIME: FLOOR& ROOF FRAMING COMM22 o g N — _ 108-11 3/8" J. T.O..O PLY T.OT.O.PLYWOOD I - _ f f l T.O.PLYWOOD — _ .' --------- T.OT.O.PLYWOOD _SEE SCHEDULE J, __ _ ___ SEE SCHEDULE T.O.FOOTI� --'-------...__...------------__...__------------__...__--------. ....._..----'-- ----'---__ _ ._------------- --._..---� i.0.FOOTI� � �wiixc`ruxs� C N LEFT ELEVATION REAR ELEVATION TYP. a i 1 tt 2 3 L CgU 33 108'-11 3/8" J. - — - ------------------ --T.O.PLYWOOD —-- — - --- --- -- _— 108'-11 3/8° J. PLYWOOD M --- _-------- --- -- - --- -_-_- -- T.D.106000 ----------------------------"---- ------------ SEE SCHEDULE J. - - - _ _ ___ ____ _ _ _ _ _ _ _ SEE SCHEDULE J. __--. __. _.........---------- --.___.....__ xom,_.—'--...__.7 T.O.FOOTING Y `-----1----1-------- --I--- ----------------- --------- I---------------"--- ------- '1—' ---'---LIII__--___....__.__ T.O.FOOTING Y O U LU ~ o RIGHT ELEVATION FRONT ELEVATION TYP. W v� LL z LEGEND ASPHALT SHINGLES; OWENS CORNING OAKRIDGE PRO 30 COLOR "DRIFTWOOD" ® VINYL SIDING: ALSIDE INC.ODYSSEY COLOR: "VINTAGECOCKER" PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR: "ANTIQUE uj PARCHMENT" M D m CULTURED STONE: STONE PRODUCTS CORP.COLOR:"SPRING STREAM STONE" OC 1uj J m I' I � O fj— KEY NOTES L)— 1. WINDOW SHUTTERS gyp. 2. 2'—O%2'—C"INLAYED SIGN W/PROJECT LOGO 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 4/A4.01. A& f SGENERAL NOTESo 1. KEEP ALL ROOF PENETRATIONS 5'-0'MIN,FROM DWELLING COMMON WALLS. 2. STEP FOUNDATION. - REVISIONS: /cr/ob DRAWN BY: DATE TRW 1229/07 CHECKER JOB No: T.RX 07001 SHEET NUMBER j A2.64 SHEET TRLE EXTERIOR ELEVATIONS COMM22 i I I 28'-0" 8._0. 8,_�, m o 3" 3" 10'-0" 12'-D" 3'-3Y° 10'-0' 12'-D" 3'-3Y2" 3 3 m 00 0'9 0 Elirri o 0 I I o N N O mo a Ft" BEDROOM#1 ¢'^ I BEDROOM#1 2 5" �2'-Y2" 71'-3" j 11'-9° 2 5" 2 5" 10'-Il" i 119 j 709 i 119 109 110 O 109 '-6° 3'-g° 3'-4" 5'-10. 1' `i -C 3'-9" 3'-4' 5'-10" •i 2 O �-2 I 110 I I 1� i A `"'•O1 BEDROOM ^ o BEDROOM BEDROOMS BEDROOM 1� i i i 108 I i 109 n B 11 n i BATH 11 I� 108 10 •�, j 105 o 105 ------ 2_6" 13'-7" I L HALL `i ' I HALL `i 112 x' � 70 _ i — 1oa l07 _ T w5 I e 1 ^ I------- O O HALL I 11 i N Y I dM 12- _ STO GEALL ocoY 2_9 _— o -OOH OS 10 1 3 �3'-0 10 5' 2'_g• `� _ 0 KITCHEN `� 10 AGE `� STORAGE N '� �' j_ C _M 12 I KITCHEN 2- 3 I KITCHEN 2'- 113 I A3v.01 KITCHEN 107� -r�2'_9Y• 12 U712Y m BO6 :o rn 11 107 .2, 9Y„ ,1 ` BATH 12 12 I e� —.— —_______ SEE DE AIL 5 -- - •I 'r- -------- 8 103 _i A3.01 D ON SHEET o ---- PL NT SHELF ABO _-.o _ jo = n o a 103 f __ A3.02 - I _ 10 0 U 11 ----- - -- - ENTRY a�-0�� E TRY 101 101 101 ENTRY 0 A301 I O I ENTRY : ��r 4'_3^ 2'_6• 3'_4^ 3t 4" 101 1-9° DINING ROOM 3 4" 3 2 3-gY2" 2 2" I m DINING ROOM N 103 I I 03 i 8'-9. 3�_9. 3,_ „ 3'-9Y 01— 8,-9" 3, y" 3 2Y" 3'-9Yg j 101— I 120 .i LIVING ROOM S-6" LIVING ROOM I 3- 2 7Y" 02 j j `i DINING ROOM LIVING ROOM `i DINING ROOM LIVING ROOM 104 102 I `? I 103 102 I 103 102 I ® a I I I TOR GE j TOR GE I v 1 3 I `i 11 SEE NOTE FOR j I 104 104 i 11 i I 114 SECOND FLOOR. I •� A C I I I A I PAT O PATIO o PATIO PATIO 104 o 104 104 O 104 O I 3-0" 2 4" 3-0" 2-4° 7'-0" 7-0" U 3'-0" 7'-0° 14'-0" 3'-0° T-0` 14'-0' Y2" Y2• 6'-0" 6'-0" 4'-1Y" 3'-1ON' 0 T1 PICAL 2 BEDROOM APARTMENT FLOOR PLAN TYPICAL 2 BEDROOM ACC. APARTMENT FLOOR'PLANui 4-' 3-'° 114"= 1'-0" 848 S.F. 114"=r-o° 838 S.F TYPICAL 3 BEDROOM APARTMENT TYPICAL 4 BEDROOM APARTMENT J FLOOR PLAN 1ST FLOOR FLOOR PLAN 1ST FLOORLL .J Q z 6'-2' 15'-8" 7'-5" 1/4"=1'-0" 812S.F. 1!4"=1'-0" 812S.F. z 7(D 2'-aY^ 0 w 0— I 5'-0• 5' S^ 4•_7• 7'-0• 5'_0• 5_5. 4_7• 7'-0" Q I IZk no 09 BEDROOM#2 I i Da � � M I I BEDROOM#1 L.L 09 i - 00 M ® m 7'-7^ '-9Y° 2'-9Y' 8'-6Y" 3'-3Y' I BEDROOM#1 BEDROOM#7 BEDROOM#1 BEDROOM#2 C 708 HALL 10 203 204 j 203 204 G + + + + + + + + + 105 7 i Y + + + + + + ++++ + + + I'' + + + + + + + + + + . - 5-11" 2'-11° 3'-6" 6'-2" - I j m o m ' ++++++ + + + t + + + —_________ '- I +++++++++++ + + + + + BATH - + + + + + + + + + + + + + + + + + + + + + + 110 3'-1" 2'-10" S-4" 3'-8° S-10' 2'-11" 3'-7" 4'-5 + + + + + 1 + + Y W + + + ii + + + 9'-6Y" + + + + LAUNDRY "0 0 04 'y 202 03 ++r++ II +++++ KITCHEN 2 —. + + + + + + I --- 3'-9° 107 OS + + + + m -1 ( 9'-3. .N 4'-6° _N -,h � ENTRY ° ENTRY 04 i + + + + + + + + + + + + + + + + + + BAT `i ----- - —�_ ------ 201 ----- ------------------- + + + + + + + + + + + + + + + + + + 0 5'_7Y• 201 EO •I + + + + I It + + + + + + + + + + + + + + + + i+ + + + + + + + + + + + + + + + + I O I 24' ' 105 .� 5'-0° 6'-4,'2" -� BATH BA `� E —--------O O ..____ ____—__ I 8 -6 + O 106 I 202 \ / MECH. j 20 - =I 2_4 I n ' � + DINING ROOM " i a o CHA6 i 26" 4'- SfJ2°� � °I + + + + / \ n +++ + + '�201 o MECH. + + HA SE .� i CH SE + + + + + + + + + + + + + + + + + 8-5° 7-7° + 3'-7" 5'-5° 8 7-3 I -- + + ----- TRY i r +++++ + + + + + i �'' II who ao BEDROOM l3 �—-------- y w i +++++++++++%+++++ ++ i LIVING ROOM I I 5' 1„ 2•_8 �� � ¢ O 30 + I I i - O; +++++ I 10'-10° 13'-11Y` I _ __ BEDROOM#3 + + I A C 77 205 j + +++++++++++ I STORAGE ++++ + + + + + I 113 °4 + + i I RE ISI ldS,+ + _ i +++++ I S-10V 3'_8" o l , n _ + + + i+ + m N ' + + + e PADO j ------------ ---- + + I i 114 104 I A + + + + + I i DRAWN W. DATE. +++++ j' GKS 12I28/07 -- - I --— CHECKED: JOB NO T.RW. 070D1 - SHEET NUMBER i 3'-9" 6'-e` TYPICAL 3 BEDROOM APARTMENT j S-11° 4'-2" — A3.01 ACCESSIBLE ROUTE PLAN TYPICAL 3 BDRM APARTMENT FLOOR PLAN FLOOR PLAN 2ND FLOOR i TYPICAL 4 BEDROOM APARTMENT ENBLARGED I FLOOR PLAN 2ND FLOOR j I I 1/4"=7'-0" 357S.F. i FLOOR PLANS 114"= 1'-0" 114"=1'-0" - Y;049 S.F. 114"=1'-0" 538 S.F. I I i DOOR SCHEDULE 11 3'-3" 2'-6° -6' 2'-6' ROOM FINISH SCHEDULE N NOTE:SEE SPECIFICATIONS SECTION 08710-DOOR HARDWARE FOR HARDWARE GROUP DESCRIPTIONS DOOR HARDWARE AT ALL GROUND LEVEL 2-BED-ROOM UNITS SHALL BE OF ACCESSIBLE Sfv TYPE. S SfADOW DO ROOM ROOM CEILING ROOM ,:?oMo w; SINGLE SIZE DOOR FRAME HARDWARE DOOR o n pp�/ NAME FLOOR BASE WAINSCOT WALLS CEILING HEIGHT REMARKS rn N N DOOR /PAJR sEm W-DTH HEIGHT THICK TYPE CORE MAT'L FINISH MAT'L FINISH GROUPS REMARKS •i -^� roar ".L "w -- 00 0° • 10, ENTRY SV MDF P1 C7 8'-0' N N 101 S 3'-0' 6'-8° i 3 4' A INS M PAINT WOOD PAINT 1 WEATHERSTRIP/45 MIN.RATING n °_i M 102 LIVING ROOM CPT MDF -- P1 C7 B'-0' 102 I p a w 102 S 1'-6" 6'8" ^ B H HE PAINT WOOD PAINT 3 i wL�- couxlBreon ,� 103 DINING ROOM CPT MDF -- P1 Cl 8'-0" 103 103 S 2'-2° 6'-8" 1 3/8' B H HB PAINT WOOD PAINT 3 103 a •I 104 PATIO CS -- -- -- -- 8'-0° 104 104 S 6'-0' 6'-8' - E DBL.INS SLID GLS.DR. WOOD PAINT MANUFACTURER 104 M 'i ww" µc wN u� 105 HALLWAY CPT MDF -- P1 Cl B'-0' 105 105 S 3'-0° 6'-8" 1 3/8' B H HB PAINT WOOD PAINT 2 OR 2A 1D5 •�, "An uwiR VARIES 108 BATHROOM SV RB -- P1 C1 8'-0" 5/8"WR GYP.BD.AROUND NB,TYPE'X'®COMMON WALL 106 106 P 2'-0` 6'-8° 1 3/8' D H HB PAINT WOOD PAINT 7 106 a 107 KITCHEN SV RB -- P1 Cl 8'-0' 107 107 S 3'-0" 6'-8° 1 3/8' B H HB PAINT WOOD PAINT �, 3-2" 2-7' .'-6 .2_6. �II_I II4" ' TYP. CLOSET 2 107 1" 2'-O`61'-9" 3'-0° 1 f 2-T f 108 BEDROOM LP2 CPT MDF P1 Cl 8'-0' 108 108 S Y-O" 6'-8' 1 3/8' B H HB PAINT WOOD PAINT 2 108 04/7 109 BEDROOM#1 CPT MDF -- P7 Cl 8'-0" ,09 109 P 2'-6" 6'-8- 1 3/8" D H HB PAINT WOOD PAINT 7 109 KITCHEN ELEVATION T,p„ 110 BATHROOM SV RB -- P7 Cl 8'-0" 5/8'WR GYP.BD.AROUND TUB,TYPE'X'0 COMMON WALL 110 110 P 2'-6- 6'-8° 1 3/8' D H HB PAINT WOOD PAINT 7 110 1A 111 BEDROOM#3 CPT MDF -- P1 Ci 8'-0" 7fl 77 S 2'-6` 6'-8' 1 3/8- B H HB PAINT WOOD PAINT 2 1,1 114"=V-0" 112 1 LAUNDRY ROOM SV RB -- P, Cl 8'-0" 112 112 S 3'-0' 6'-8" 1 3/8" B H HB PAINT WOOD PAINT 2 112 113 1 STORAGE -- -- -- P, C7 8'-0" 113 113 P 2'-6' 6'-8" 1 3/8" D H HB PAINT WOOD PAINT 7 113 A" 2'-6" 3'-2' 2'-7` V-6" 114 1 FIRE RISER -- -- -- -- -- 8,-0 5/8°TYPE'X'GYP.BD.FIRE TAPED(TYP WALL&COILING) 113 114 S 3'-0' 6'-8" 1 3/8" B HGI M PAINT WOOD PAINT 5 WEATHERSTRIP 114 -OF NED.WAFA SECOND FLOOR TOWN HOME ROOM FINISH SCHEDULE 115 S 2'-0° 6'-8' 1 3/8" B H HB PAINT WOOD PAINT 3A 115 MNER oe'-eAn. m n x. e ROOM 116 - - - - - - - - - - - - 716 OPEN ' h \y ROOM ROOM CEILING C 117 P 2'-6" 6'-8' 1 3/8' B H HB PAINT WOOD PAINT 3A 117 t., rnN T I ecrwo i umRR r�- NAME FLOOR BASE WAINSCOT WALLS CEILING HEIGHT REMARKS N I 118 S 2'-6- 6'-8" 1 3/8° B H HB PAINT WOOD PAINT 2A 178 RLWNiDER 91R ■ uv •I 201 HALLWAY CPT MDF -- P1 Cl (1 2S 119 S 2'-6' V-8° 1 3/8° D H HB PAINT WOOD PAINT 3A 119 .� o• •0 202 BATH SV RB -- Pi Cl 8'-0' 5/8"WR GYP.BD.AROUND TUB,TYPE 0 COMMON WALL 102 ' 120 S 3'-O° 8'-8° 1 3/8° F H HB PAINT WOOD PAINT g WEATHERSTRIP 120 wErma ,�. ® -o •I ApEpgw 203 BEDROOM#i CPT MDF -- P, Cl 8'-0" 103 C^-„' 721 S 3'-0° 8'-8° 1 3/8° B HCI M PAINT WOOD PAINT g WEATHERSTRIP 121 b ROKL .� 'b wnE"¢ 204 BEDROOM#2 CPT MDF -- P1 C1 8'-0° 104 r o 122 S 3'-0' 8'-8° 1 3/8° B HCI M PAINT WOOD PAINT 5 WEATHERSTRIP 122 205 BEDROOM#3 CPT MDF -- P1 Cl 8'-0° 105 � � ai � 123 P 2'-6° 6'-8° 1 3/8° C H HB PAINT WOOD PAINT BI-FOLD DOORS 123 p 3_0" 206 106 Ql �J 2,-6" 3,-2. 2,-7. �1._9. 3._1. 2._O„ "2._7. SECOND FLOOR TOWN HOME DOOR SCHEDULE ,�`° BATH FLOOR BASE WALLS CEILING U NOTE: SEE SPECIFICATIONS SECTION 08710-DOOR HARDWARE FOR HARDWARE GROUP DESCRIPTIONS.DOOR HARDWARE AT ALL GROUND LEVEL 2-BED-ROOM UNITS SHALL BE OF ACCESSIBLE KITCHEN ELEVATION 30--�- TYPE. ./ 1/4"- 1'0" CPT CARPET ON APPROVED PAD WD FINGER-JOINTED PAINT GRADE WOOD pi PRIME, TEXTURE, &PAINT Ci PRIME, TEXTURE, &PAINT SINGLE SIZE DOOR FRAME HARDWARE DOOR I B _ SV SHEET VINYL (INTERIOR SEMI-GLOSS ENAMEL) (INTERIOR SEMI-GLOSS ENAMEL) DOOR /PAIR WIDTH HEIGHT THICK TYPE CORE MAT'L FINISH MAT'L FINISH GROUPS REMARKS T/4 -T 0 CS CONCRETE SLAB ON GRADE RB 4" RUBBER BASE 42'MIN. 1"MI 6, NOTE: Q 201 S S-O" 6'-8° 1 3/8' B H HB PAINT WOOD PAINT 2A TR TREX DECKING FINISH AT EXTERIOR STORAGE: WALLS- 202 S S-O' 6'-8' 1 3/8, B H HB PAINT WOOD PAINT 2A 4"MIN 12' 4"MIN 4" A 12" 36"MIN 5/8"TYPE'X'GYP.BD.WITH Pi FINISH MA MI 12 54"MIN pROMDE 2x8 BLOCKING ON ALL CEILING-5/8"TYPE'X'GYP,BD.WITH Cl 203 S 3'-0" 6'-8" 1 3/8' B H HB PAINT WOOD PAINT 2A 203 CONTROL MI 12" 42 MIN LOWER LEVEL UNITS. FINISH 204 P 5'-0' 6'-8" 1 3/8' D H HB PAINT WOOD PAINT 7 204 AREA 3 MAX - 205 P 5'-0' 6'-8" 1 3/8` D H HE PAINT WOOD PAINT 7 205 rm'm -- 206 S 3'-0" 6'-8° 1 3/8° B H HB PAINT WOOD PAINT 2A 206 -- -- (---�------ -- SEAT ---"- -i "'--"'-"--- 'o uv au. ,� 1-----------• ,� w 2x4 FRAMING 018'O.C. 207 P 5'-O" 8'-8" 1 3/8` D H HB PAINT WOOD PAINT 7 207 _ CORE MAT'L INS SOLID CORE INSULATED M METAL 60"MIN s FOOT BACK HEAD (3)16d NAILS EVERY STUD H HOLLOW CORE HB HARDBOARD PROVIDE 2x8 BLOCKING ON ALL LOWER LEVEL UNITS. 60"MIN. 2x4 FRAMING HCI HOLLOW CORE INSULATED WOOD FINGER JOINTED PAINT GRADE WOOD o�^"�•°^"•1pu'• 7'MIN s IF GRAB BAR IS NOT ALT.SHOWER LOCATION OF SHOWER SPRAY NYL WINDOW �+ ® CONTINUOUS,ENDS HEAD AND UNIT W/60"MIN.HOSE THAT ®® ®❑®❑ ® ®® MUST BE MIN.6"FROM CONTROLS 7°MAX. CAN BE USED FIXED OR AS 19 MA oupu PERPENDICULAR WALLS LOCATION HAND HELD UNIT. VERTICAL BAR 48'MI GLAZING SEALANT MAY NOT INTERFERE WITH USE axa nam sws or uwxrm "MA 3/8' ESILLCULTURED 0 OF GRAB BAR. M �wu uua roa ORNER SILL 3'-6" 3 1 AREA OF CONTROLS: HOT WATER EXTERIOR CORNER BEAD r ®® ®® ® ®® ® ® ®® °i�3 •I MA CONTROL TO BE THERMAL SHOCK uw wa WALL SYSTEM GYP.BD. �•/ PROTECTED TO 120"F MAX. INSULATION WALL FRAMING uj `� SHIM AS REO'D �•R� � Q A B C D E F OPTIONAL FOLDING SEAT MA" ON MAX.THRESHOLD ALLOWED g V uj MIN. NA LB CAPACITY -0" 2- 5'-O' 2'-6° ON 80°ROLL-IN TYPE SHOWER STALLS -�" SILL DETAIL PLANT-SHELFDETAIL J DOOR TYPES y ACCESSIBLE BATH PLANS & ELEVATIONS u."�„�„ in 4 "�2"=''-o" 5 "/2"_''-°" � WINDOW SCHEDULE SYMBOL � Q z SIZE 1/4"= 1'-0" INTERIOR COMMUNITY BUILDING DOOR SCHEDULE COMMUNITY BUILDING FINISH SCHEDULE SYMBOL WIDTH HEIGHT MATERIAL GLAZING GLAZING TRIM REMARKS A 6'-0" 4'-0' VINYL DBL INS SLIDER WD ARCHED TOP; EGRESS A DOOR ROOM ROOM CEILING ROOM B 5'-0" 4'-0' VINYL DBL INS SLIDER WD EGRESS g SIZE FRAME HARDWARE C 6'-0' 4'-0' VINYL DBL INS SLIDER WD UPPER LEVEL ONLY;EGRESS WIDTH HEIGHT THICK TYPE CORE MAT'L FINISH MAT'L FINISH GROUP REMARKS NAME FLOOR BASE WAINSCOT WALLS CEILING HEIGHT REMARKS cc C 1 1 3'0" 6'8" 1 3/4" C INS M PAINT M PAINT 8 THRESHOLD 1 ENTRY CP MDF -- P7 Cl 8'-0" 1 E NOT USED - - - - - �-", 0 102 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 8B 102 COMPUTER CP MDF -- P7 Cl g'-O" 102 E 2'-0" 5'-0" VINYL DBL INS FIXED WD TEMPERED GLAZING E 103 3'0" 618" 1 3/8" 8 HOLLOW HB PAINT WOOD PAINT 6A 103 OFFICE CP MDF -- P7 Cl 8'-0" 103 DBL INS DOUBLE INSULATED GLASS 104 3'0" 618" 1 3/8" B INS M PAINT M PAINT 8 THRESHOLD 104 WORK OUT ROOM CP MDF -- P7 Ct 8'-O" 104 � m WE) 3/8"CULTURED MARBLE SILL- WRAP JAMB AND HEAD WITH GYP.BD. 105 5'0" 6'8" 1 3/8" D HOLLOW HIS PAINT WOOD PAINT 7A 105 KITCHEN SV RB -- P7 C1 8'-0" 105 co 106 NO" 6'8" 1 3/4" C HOLLOW HB PAINT WOOD PAINT 8B 106 JANITOR SV RB -- Pt Cl 8'-0" 106 O 107 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT BE 107 MEN SV RB PL P1 Cl 8'-0" PL TO 4'-0" A.F.F. PAINT ABOVE 107 _ 108 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 8E 108 WOMEN SV RB PL P1 Cl 8'-O" PL TO 4'-0" A.F.F, PAINT ABOVE 108 Y 109 3'0" 618" 1 3/8" C INS M PAINT M PAINT 8A THRESHOLD 109 HALL CP MDF -- P1 Cl 8'-0" 109 ■ . . 110 3'0" 618" 1 3/4" B INS M PAINT M PAINT 8C THRESHOLD 110 LAUNDRY SV RB -- P1 Cl 8'-0" 110 6'-0' 6'-0` " 2'-0"' 111 3'0" 6'B" 1 3/4" C INS M PAINT M PAINT 2 711 COMPUTER ROOM GCP MDF -- P1 Cl W-0` 111 / 3-0° I I I I I I I 112 3'0" 6'8" 1 3/8" B HOLLOW HB PAINT WOOD PAINT MANAGERS UNIT FINISH SCHEDULE ' 3-0" 3 0 113 3'0" 6'8" 1 3/8" B HOLLOW HB PAINT WOOD PAINT 3 114 3'0" 6'8" 1 3/4" B INS M PAINT M PAINT 2 ROOM ROOM CEILING ROOM 0 G I 115 3'0- 6'8" 1 3/8" B HOLLOW HB PAINT WOOD PAINT 3 NAME FLOOR BASE WAINSCOT WALLS CEILING HEIGHT REMARKS .`J / ENTRY SV MDF -- P1 Cl 8'-0" a a v MANAGERS UNIT DOOR SCHEDULE 202 LIVING ROOM CP MDF -- P1 Cl g-O" 202 SIZE DOOR FRAME HARDWARE 203 DINING ROOM SV MDF -- P7 Ci 8'-0.. 203 WIDTH HEIGHT THICK TYPE CORE MAT'L FINISH MAT'L FINISH GROUP REMARKS 204 HALL CP MDF -- P1 Cl 8'-0" 204 3'0" 6'8" 1 3/4" A INS M PAINT WOOD PAINT 1 THRESHOLD 205 KITCHEN SV RB -- P1 Cl 8'-0" 205 u— F.F. 202 4'0" 6'8" 1 3/4" D HOLLOW HB PAINT WOOD PAINT 7 206 UTILITY SV RB -- P7 Ci g'-O" 206 A B C D E 203 3'0" 6'8" 1 3/8" B HOLLOW HB PAINT WOOD PAINT 2 207 BEDROOM CP MDF -- P1 Cl 8'-0" 207 204 5'0" 618" 1 3/8" D HOLLOW HB PAINT WOOD PAINT 7 208 BEDROOM CP MDF -- P1 Cl 8'-0" 208 205 5'0" 6'8" 1 3/8" B HOLLOW HB PAINT WOOD PAINT 2 209 BATHROOM 5V RB� 09 WINDOW TYPES ...,�.�� m 206 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 3 2110 BATHROOM SV RB Pt Cl 8'-0- 5/8'WR GYP.BD.AROUND TUB,TYPE'X'0 COMMON WALL 210 .;,�.,"",�,�,.,�.,.�,�,�,-.�„ -- P1 Cl 8'-0" 5/8"WR GYP.BD.AROUND TUB,TYPE'X'®COMMON WALL 210 —� 207 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 3 211 BEDROOM CP MDF -- P1 Cl 8'-0" 211 208 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 2 212 PATIO GONG. -- -- P1 Cl 8'-0" 212 209 3'0" 6'8" 1 3/8" B HOLLOW HS PAINT WOOD PAINT 2 213 STORAGE UNFIN. -- -- P1 Cl 8'-0" 213 2,0 5'0" 6'8" i 3/4" D HOLLOW HB PAINT WOOD PAINT 7 214 STORAGE UNFIN. -- -- Pi Ci 8'-0" 214 m -- 211 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 2 FLOOR BASE w o 212 5'0" 618" 1 3/8" D HOLLOW HB PAINT WOOD PAINT 7 CP CARPET MDF 2 1/4" WOOD PRIMED &PAINTED NOTE: 213 3'0" 6'8" 1 3/8" B HOLLOW M PAINT WOOD PAINT 5 THRESHOLD SV SHEET VINYL RB 4" RUBBER BASE -+ \Be o 'MNDOW®TO BE REPLACED WITH WINDOW C FOR 5®OND STORY INSTALLATION. 214 3'0" 6'8" 1 3/4" B HOLLOW M PAINT WOOD PAINT 5 THRESHOLD CONC. CONCRETE SLAB CORE MAT'L UNFIN. UNFINISHED FLOOR INS SOLID CORE INSULATED M METAL HOLLOW HOLLOW CORE HB HARDBOARD WALLS CEILING SC SOLID CORE WOOD FINGER JOINTED PAINT GRADE WOOD P1 PRIME, TEXTURE, &PAINT C1 PRIME, TEXTURE, &PAINT (INTERIOR SEMI-GLOSS ENAMEL) (INTERIOR SEMI-GLOSS ENAMEL) KEY NOTES GENERAL NOTES DOOR SCHEDULE RE\(ISI Ns: o.J 1.3'-0"SERPENTINE BIKE RACK 1.ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. ® F7 017011 - 2.6"WIDE X 4'HIGH CONCRETE CANE GUARD,SECTION 1 ON A4.02 2.PROVIDE BACKING IN ALL RESTROOMS FOR POSSIBLE FUTURE ADA COMPATABIUTIY. i 3. WASHER AND DRYER N.I.C. 3.SEE SPECIFICATIONS SECTION 08710-DOOR HARDWARE FOR HARDWARE GROUP DRAWN BY: DATE: DESCRIPTIONS. GKS 12/28/07 CHECKED: JOB NO: ® ®® T.R.W. 07001 SHEET NUMBER: A3.02 A h-Q �l I D SHEET TITLE. DOOR TYPES w�oow SCHEDULES i 12 aRCIATECIURAE AS&T SRNRES CONT.RIDGE VENT(TYP) p' O ROOF FIX. s OLEn 15/RDOFlNO FELT 14 NOTE: Do `� a 00 5/B•OSB APA RAw ROD SxEA1HING ARCHITECTURAL ASPHALT SHINGLES EPMRE I -"`\ - OVER 15/ROOFING FELT OVER 15/32' N ti MAxuFAcnREo NDoo RDOF 1Russ[s APA RATED OSB SHEATHING OVER 0 9a'1Q.FEa MPNUFACNRFRs' DEEM a ENDINEERND PREMANUFACTURED SCISSOR TRUSSES a-w BATT nRuunox ( 72 WITH R-30 GATT INSULATION(TYP) — I( 5� 3 A4.03 MANUFACTURED ROOF TRUSS 024'O.C.SEE OPP. MANUFACTURER'S DETAILS&ENGINEERING nY-7 va• \ nYn 1 a• A 11T-0 i/2" ' Ea MTE T.O.FATE I T.OT.O.PL E I 1 I I 1 I I LIVING ROOM HALL BEDROOM ' E i 1021 NOTE: 1 104 1106 1 3/4'GYP-CRETE OVER 3/4'T &G OSB STURD-I-FLOOR, GLU-NAIL OVER JOISTS W E A C10 - x(im WOOD O.PLC I 10 CELLULOSE 96F 7/IV A A I sNEAmMa UP. I I U '. YF FRAWNC PVN '4�) iI�RQA9S BAIT(R-19) I I ' �•`'_ I MmuTRx(IYP) (q TaEADs o s l r-D 1/2' zsL_ m suxc z x B sRos o IB'aD. i i LIVING o 0 tz —b/r TwE x cYa So 5 ; ; ROOM HALL BEDROOM � 6 +, r/e TAC,Om sna-I- 1 102 104 1 O6 -f MR MY VAPOt FODR,GW-NN. 1 I n1 ZZ I MINER 9 I//11''1RUS Jdsi I I ` y Y TASf5J 4' /1'RO 150 iLWR ; j - 3 -L I' 11W LJ/ 0P4'D.0 I r'�j ti 6 ( 100� T.O.PLYWOOD I !' }1 is ----------- I A4 04I . O) m 2•=7'-H• N a a�sTI��URD-I-FO OR 8 - i . R-19 BATT INSUL ; 0ara S O/4 19 M 2111 1isa 1a T O_ (3 i ;F•. i i - .y Q I I l ! CONRRIEs sxRFJ F I l( A1oB-1 1/4' I TA�sriraaunNxc Ea srr ! --- 3 WITIYF�X or.ffi. STAR SNINMRs I I I 1 I I 1 I 1 I \ E I 411 - 5/8.117-01/2 ISKIR'T.O.DEL PLATE ""N BUILDING SECTION11s'-6 1 2" � "'-_------------ BO. UBo X 12' 47BOARD I I1(4��= 1'_O�� L TYPE'X' STAR SmINCFRS I ' GYP.BD. 5/8"TYPE'X' I I GYP.BD. z x 4 EDGER j S I L 2 X 4 STUDS 016"O.C.EACH Ta rirnDoo ia-P°LYwaoo I L EACH STAGGERED WITH 3 1/2" C o FIBERGLASS SOUND BATTS CONT.RIDGE VENT(TYP)E ff I i t2 `````� W E I NOTE: A4.04 5 V�— A4.03 ,c ARCHI TECTURAL ASPHALT SHINGLES OF TRUSS OVER 15#ROOFING FELT OVER 15/32' W MFGD.RO APA RATED OSB SHEATHING OVER \\ 117'-0 1/2" J. J ` PREMANUFAC7URED SCISSOR TRUSSES T.O.OPLAT J WITH R-30 BATT INSULATION( ) J �.I,—„IJ.� I ,.I I I.. I I I I II—I I—I U \'-•.___.- � � Q - 14 - 6 A4.04 �\ i i frHALL u- A4.030PP. \ I 201 BEDROOM WALL SECTION WALL SECTION - i 5 4 J2.5 3/4"TffiG DSB S7URD-I-FLOOR, A4.04 1/2"=1'-0" 1/2"=1'-0" 12 GLU-NAIL OVER JOISTS i Y ',. ---- --- SIM. T.OT.O.PLATE I I I ; 106'-11 3/8" J. A 108'-11 3/8' T.OT.O.PLYW00D J Y TO,PLYWOOD 108'-5 3/8° /- 1 T! PLYWOOD c J; 1 I /'8 \\ A 4'-11)q" i cr 4'-5)4" i i LIVING W : W ROOM HALL BEDROOM i i x.a..B 104 107 IDS ; 1/2°X 3/ '. --- SLOTTED HOLE 1 � #4 REBAR I v' 100' ; _ i T.O.PLYWOOD ; i T.O.PLYWOOD "i -I 1/2'-HOLE I I i I ;2" 3" 1/4' ' R-19 BATT INSUL 9TO-8 5/8"TYPE'X' ANGLE GP. TYPBD,EX ANGLE DETAIL GYP.BD. Y PRECAST CONCRETE _ �z i I pC LO SIDE STAGGERED WITH 3 i/2C &771 STAIR TREAD ' -' 0 FIBERGLASS SOUND BATTS BUILDING SECTION NOTE: 2 STEPS REST ON 3"LEG OF ANGLE, 114'=1'-0" RECESS SLIDING SLOTTED HOLES ARE FOR 3/8' GLASS DOOR 3/4' MACHINE BOLTS TO SECURE ANGLE q ON MAIN FLOOR MANUF.STANDARD TO STEP. 1/2 X 3 1/2"LAG BOLTS ONLY FLASHING SECURE ANGLE TO WOODEN STRINGER 5 \; I FLOOR JOISTS A4.03 ' NOTE: —�CONT.RIDGE VENT(TYP) 100'-0" ' I REBAR IS TIED TO THE 17^ _ f--�--. R-30 BATT o F o T T.O.PLYWOOD I ; ANCHORS AND WELDED INSULATION TYP w w o a �9999'_6^ AT ALL CORNERS. �� z t T.O.PLYWOOD Y CONIC.PATIO NOTE:PARTIAL BEARING ; I I ( 2 ON WALL BELOW 1 1 METAL TRUSS HANGER SEE 16 lu 1 FRAMING PLAN FOR SIZE 5 `�----- \o y AND TYPE 108'-1 1 8"I SKIRT \ to.DBL PLATE I t' 1T 1/e (IW) A4.04I I Y 1 %-8" FOUNDATION WALL �{e °10 g PRE-CAST CONIC, I ; SIM. RE ISIa� TREADS SEE 9/A4.05 ST AGE CLOSET ENTRY 1 1/B•APA RATED • I 1115 103 101 I E.:;.:'... '.:.-••' i I 2'X3"X1/4" I I � � 34'X1Y Kill ____---��._1 '+•'''."'••' �_I____.___.— r ANGLE SEE 11/A4.05 // I BEARD —� —� II—I1 I I;. —I' 3/8'ANCHOR ; _ I 1 I SLOPE SLAB —I i 1-11I l l- 3 1/2"X WOOD i i 1/4"PER FOOT FINISH srAN sTawcERs STRINGER 100'-0 GRADE STEP FOUNDATION iDW000 HALF T.O.PLYWOOD 1%4 EBGER DRAWN BY: DATE TREAD® I 1' STAIR DETAIL KEs NO WALL SECTION FRAMING DETAIL )GE. R-19 GATT INSUL j �� f•=1•V CHECKED 08N7 ss'—e" I T.R.w, o1ao1 p 9 STAIR DETAIL T.O.F. SHEET NIFABEA ] v��� A� /S� -:/ SHEETTRLE: SECTIONS BUILDING SECTION &DETAILS 3 114"=1'-O" 1 1/2°� POWDER�� 1'-9 5/8" N COAATED 2" X 4" ANGLE 3" o 0 METAL RAIL 148207' ATTACH TO T/O MICRO- 1"- j 1"- POWDER CONCRETE LANDING G BO ® X 4" L y y° METALCOATEDRAIL �o EXPANSION BOARD 16" O.C. o h N 1 2"- POWDER N, SLOPE COATED METAL RAIL 1//2"- POWDER w BOATED METAL POST 2 X 10 ®16" 0 Rg� .d 19/32" EXTERIOR 1"- POWDER \_2 X 10 LEDGER GRADE PLYWOOD COATED :��$ METAL RAIL / (7) 1 3/4" X 9 1 " STAIR STRINGER / 2'-0' ^ LANDING DETAIL B C STAIR DETAIL C PITC 12 a ROOF H 5 -•�—�(TYP) o v A O 1 �r 12 IQD - NOTE: ROOF PITCH 5 I 12 TRUSSES TO BEAR ON O —ENTRY— 10 _ WALL BELOW(TYP) I annr airru i � I I 3 / 13 A4. T 1 � O� ,�`_-- --\�� 4.04/ 2 X 6 RAFTER ��------ - ---•�� \ SIM. /; 1 I r A;.04/SIM. \ 4 X 4 KING POST � / \ I L 117'-0 1/2' \ ®_ C T.O.PLATE 9-1/2'BEAM I / 5/8 TYPE'X'1-HR FIRE TAPED, �------ TYP.®EXTERIOR STAIRS I ` � - BEAMS-SEE FRAMING - ----' S/8•HYPE X TOP OF ARCH I 10'-ARCH 5/8 TYPE'X'EA.SIDE 1-HR, I �/ TYR®EXTERIOR STAIRS i e , ' z 0 �-A4.04/ ------— 1 1/4"-POWDER COATED I 5 J 1 METAL HANDRAIL 1 ~ < '. �-7A4.04/ I I 1 1/C-POWDER COATED I LJJ METAL POST CONCRETE 1.6P UN 2"X H ANGLE 1 1f4"-POWDER COATED I I I 1 1 A4.04/ i` `SEE DETAIL 8 ON ATTACH Tq f41CR0 MEiiAL GUARDRAIL 1 I 1 SHEET A4.02 LAM W/5/8 X 4" �_ J A 108'-113/8° 1 _ 1 I Aip8'-113/g" EXPAN�ON BOARD 18 OOCLTS L0.PLOD I I T.O.PLC YWOOD / W I pQ w I,. .., 1 m 4, 0, 2XlO®16"0.. 19/32'EXTERIOR " ' m Y 2 X 10 LEDGER GRADE PLYWOOD 1 1 1 II —---- -------— ■ . . ----- - (2)1 3/4"X 9 1 2' 1E L POWDER RS 1 MICRO-LAM. NAIL 1 METAL BALUSTERS co WITH(3)16d COM ON . i ®4'O.C.TYP. 1 NAILS 0 16"O.C. z'-3' I w I I W PRE-CAST I CONCRETE STAIRS(TYP) LL 1 1 L.L BIKE RACK � Q 6-0' STRINGERS RSI2'WO CONC.CURB 4'TALL NOTE: \ / BY 6°W1DE AS CANE GUARD 4°CONC.SLAB WITH 6 X 6- _ W1.4 X W1.4 WWF OVER 2°SAND /8 OVER 6 MIL POLY VAPOR -\ 7\4.01/ \ / \ - / 6 BARRIER OVER 4'GRAVEL / 7 --' / 8 / \ -7A2.02/ DRAINAGE FILL(TYP) /-TA2,02/ �A22.02/ -1 1/4°X 3'HIGH METAL PAN •C \-SIM. / \ 8'X 4'TALL CONC.CURB AS CAN GUARD u10 \ AT BASE OF STRINGER TO / \ --- 7'-0" 7'-6" I -0^ �+�' PROTECT WOOD FROM CONC. / \ ---- /' �_ _ (TYP.EACH STRINGER) SLOPE 1/4"PER FOOT(TYP) \ RETURN L N 0 POST \ l \ 1 oT FIN.FLOOR C'• I I I 'n .•' I / •.�:.. y '60NCRETE SLA -SLOPE a -, 1 :..... - - - - - - - 101I - - 1 III III—III—I I I I , •�:�..� , •I , 1 � 1 •'r;. I .:�:: , ytIII=1�1,�11�11�11�11�11�i—III-1�l=l�ltl�l—I�I_III_III f I Jj I II I .• I I '•• •'. P=1 I I- -III I(—III—I I I I I(I—III—III—III I ':,vF•'•° 1 2% -0 FOR ' " (15)TREADS AT 11^=13'-9Y4" J I I REV SIO S: �.�, I ;�.,, i :.:•, d I I III—I I 1=1 I I �l l L •T.1J �J -I I I=I I I=I I I=I I =I I I=I I I-- III=III—III—III=III=III=_I i 3: . . i /i� — ,t=_ID II 1 I—I I I—I I 1=1I =1I —I1I �TA2.az/ SIM. DRAWN BY: IZ28/07 DATE: . . I,�IIII=II1=1I1=III= � I ���" I _ _ KS A° I 1• I I I 111—III—III—I I T.O.FY DOTING G i CHECKED: JOB NO: . I i II: I 1 I-1 I I—III—I I I I / T.R.W. 07001 • I I I—III—III—I \ •• / SHEET NUMBER: --- A4.02 `— \\ / SHEETTITLE: WALL SECTION WALL SECTION ALL SECTION SECTIONS 2 &DETAILS 3/4"=1-1 3/4"_ 1�_p�� &L3IV4"= 7,_O,� Arcti itc-� c, tu rP November 21, 2008 Village Builders / Duane Watson Ref: Timberlake Village Apartments,building 600 West Wall 1 understand that the repar was placed misaligned from center of Intended v all. f included here is your request and thoughts: From Duane: This repair will be the entire west wall of building 600(basically a non bearing wall), and entire north wall(about 28 feet 2 story apartment)of north west unit a total of 33 bars in a row. I am looking for the engineer to provide repair instructions. Please advise. 1. Drill 4"di-ep hole and relocate affected bars with epoxy using HYASO Max(Easy). I have reviewed the situation and per our experience this is a common fix when repar has to he realigned and relocated. These building are small and have fairly light loading. The floor Joist are perpendicular to the wall and add extra top pinned strength. I will approve this correction method as proposed and you need to be sure to be conscious and precise to get the full 4"Imbed. If you use this method. Thomas R William.; , t-lGEf�tr;� ARCHRF�. AR-1710 f CCEIVED 1f""t oe V CITY OF JVAN FALLS / �jI/j }}?n�j{"S A IV U IMAS TRW Architecture Chtd. 15(Y)S.Robert St. Suite 9102 Boiw,Idaho 83705 Phone:20IQ75.k1)04 Fax:208.275.0004 NCARB Registered Architect•Idaho*No ada•Arizona Ptah•ntnv Mexico•Texas - ------------- b o 3 Bodo 12 N N ROOF I vi 0 0 PITCH 5 i 1 c .��' a W.(TY') A4,04 7 A4.04 I I i ' I -------------------------- I I I 1 11T-01 117'-01/2" J. I T,O.DBL PLATE 1\ T.O.DBL PLATE 1 ; T.O.DBL PLATE Y- ---- I V,' i �`. 5/8"TYPE'X' VINYL SIDING GYP.BO. 5/8"TYPE'X' VINYL SIDING �GYP.BD. Li 2 X 6 STUDS 0 16.O.C. 2 X 4 STUDS 0 16'O.C.EACH SIDE 9 5/8'TY'PE'X' STAGGERED WITH 31/2"FIBERGLASS c GYP.BD, SOUND BATTS 7/16"APA RATED OSB 2 X 6 STUDS 016"D.C. SHEATHING,EXP.1(TYP) d 5/8"TYPE GYP.BD. 4 MIL.POLY U 7/16"APA RATED OSB VAPOR BARRIER FIBERGLASS BATT(R-19) SHEATHING,EXP.1(TYP) INSULATION(TYP) 4 MIL.POLY - VAPOR BARRIER FIBERGLASS BATT(R-19) L ,« INSULA710N(TYP) 7I I y g 3 A4.04 M 109'-6 5/8" T.O.DBL PLATE I 2 - A404 SIM. _-___ _-_� - \\\ 11 4.04 � A4.04 i . 4.04 1 i 108'-11 3 8" 1 `\�� 108'-11 3/B" T.O.PLYWOOD T.O.PLYWOOD i �I T.O.PLYWOOD 108'-1 1 B" 108'-1 1 8° L i T.O.DBL PLATE T,O.DBL PLATE ;' `�� 1 7 ____________-__ __.-_- VINYL SIDING VINYL SIDING A4.04 SIM. VINYL SIDING ON HIGH-R INSUL BD NNYL SIDING G 7/16"A.PA.RATED O.S.B. MNYL SIDING SHEATHING.EXP.g1,TYP. 5/8"TYPE'X' 5/8"TYPE'X' 5/8"TYPE'X' 5/8"TYPE'X' 7/16"APA RATED OS GYP.BD. GYP.B0. GIP,BD. O GYP.BD. 2 X 6 STUDS 0 16"O.C. 2 X 6 STUDS 0 16"O.C. 2 X 6 STUDS 0 16'O.C. FIBERGLASS GATT(R-19) SHEATHING EXP.1 OS BLOCKING AS BLOCKING AS BLOCKING AS 5/8"TYPE'X' INSULATION(TYP) FIBERGLASS GATT R-1 ! , ( REQUIRED REQUIRED REQUIRED GYP,BD. 5/8'TYPE'X' v 4 MIL POLY INSULATION(TYP) 7/16"APA RATED OSB 7/16"APA RATED OSB 7/16"APA RATED OSB GYP.BD. 2 X 6 STUDS 0 16" VAPOR BARRIER D.C. SHEATHING,EXP.1(TYP) SHEATHING,EXP.1(TYP) SHEATHING,EXP.1(TYP) 2 X 6 STUDS 0 16.O.C. 4 MIL POLY 4 MIL.POLY ( ) 2 X 4 STUDS 0 i6°O.C.EACH SIDE VAPOR BARRIER VAPOR BARRIER FIBERGLASS BAIT R-19 VAPOR BARRIER Z FIBERGLASS GATT(R-19) INSULATION(TYP) FIBERGLASS BATT(R-19) STAGGERED WITH 3 1/2"FIBERGLASS ., INSULATION(TYP) INSULATION(TYP) SOUND BATTS w J i J � < 2 � �--B - > /�/� z Sim. �SIM ` A2.02 W CL A2.02 ' SIM. A202 SIM. A2.02 SIM. 'J `�\ /� � ��� ioo V / \ 100•-0" A100'-0" T.O.P" i 100'-0" 100'-0' cc T.O.PLYW000 T.O.PLYWOOD " ' I T.O.PLYWOOD T.O.PLYWOOD ; T.O.PLYWOOD I T.O.PLYWOOD 7 -I 1=L=1 I ;'. I ::'. —III G :.111_l I El I I_ III=1J1�-I 11= � L� J III—ILI I 1-1I ` III— I_I Lu �C L;.;III=1 I 1=1 I'1 --1TI=1 I: �.' III-1 I f I: r.. . ..III=III- _� III II- III= II- j m W no ' III JI ;1;" I I, I e.g.. I= . 96'-8" 96,_8" 1 = i 96'-8 i 6' ' ". - , —. T.O.F. T. LU O.F. -I.',: I— T.O.F." i T.O.F. Y ; I T, T.O.F. ' wJ..:.e.. �'�i '''4' . I _ - - I_bI=1TI=1 n= — III M II I1= i tl =1 1= -1 1 1I�III— Q 4111=III- � I I < i LL ILL WALL SECTION WALL SECTION ALL SECTION WALL SECTION WALL SECTION WALL SECTION Q 6 5 @71V'27'3/4 =7-0 3/4"=1-0 '-0" 3/4"=1'-0" 3/4"=1'-0" N z j OVe< ¢O 0 R IS NS: u 96 DRAWN BY, DATF' GKS 12/28/07 CHECK JDB ND: T,RW. 01001 SHEET NUMBER A4.03 SHFFT TOLE WALL SECTIONS y M CO O � n � ARCHITECTURAL ASPHALT SHINGLES �°rn x�°. N N ON 15y FELT '� o 0 5/8"OSB APA RATED ROOF SHEATHING, VARIES 5/8"TYPE'X'GYP.BD. rn y N N EXPOSURE 1 00 w w R-19 FIBERGLASS MANUFACTURED WOOD ROOF TRUSSES (2)16d 0 16"O.C. SOUND BATTS 0 24"D.C.,PER MANUFACTURERS' 3/4'GYP-CRETE OVER 2 X 6 TOP&BOTTOM DESIGN AND ENGINEERING 3 4 T&G OSB STURD- I (5)Bd PER BLOCKING R-30 GATT INSULATION ONE LAYER 5/8"TYPE'X' I FLOOR STAGGERED TH 2t64'o.c. 2x6 TRUSSES 2X BLOCKING INSULATION STOPS(TYP) GYP.BD.APPLIED PARALLEL FLOOR JOISTS, I SEE FRAMING PLAN 2 ROWS Bd 0 4"O.C. fi' 0 24"O.C. 2X NAILS EACH SIDE OF 2 WITH OR AT RIGHT ANGLES TO FOR LAYOUT&SPACING () " x i°MIN.VENTED 2 X BLOCKING(TYP) STUDS SPACED 0X24"D.0 8d 0 3'O.C. 108' 11 3 8° n s WITH 6d COATED NAILS 1 7/8" .. .. ... LONG,0.0915"SHANK,1 4 HEADS,0 7°O.C. WALLBOARD WALL ASSEMBLY: .0.PLYWOOD . ..... _.... .... .. .. � G.A.FILE Y WP3510 5/8"TYPE'X',FIRE NAILED TO TOP AND BOTTOM FIRE:(i)HOUR PLATES 0 7°O.C.STAGGER E4 1� 5/8'TYPE'X' TAPED TYP ® STC: 35-39 GYP.BD. JOINTS 24°O.C.EACH SIDE j EXTERIOR SHARED 5 8"TYPE X' STAIR/ENTRIES / " (3)iOd TOENAILS 3/8'OSB SHEATHING GYP.BD. PER BLKG. 4 MIL POLY.VAPOR 5/8°TYPE'X'GYP.BD ad 0 3 O.C. W/FACTORY FINISH MANUFACTURED 1 1/4"X 9 1/2'TIMBERSTRAND BARRIER,WARM SIDE (2)2x6 TOP PLATES \ METAL COVER(TYP WOOD ROOF TRUSSES 2ND LAYER 5/8"TYPE LSL CONT.RIM BOARD O) R-19 BATT INSUL 0 24"O.C.PER MANUFACTURER'S X'GYP.BD.(OMIT IN W/(2)16d 0 12'O.C. DESIGN&ENGINEERING TOWNHOUSE UNITS) R-19 FIBERGLASS SOUND c 2 X 6 STUD WALL BATTS SEE STRUCTURAL 5/8"TYPE'X' WALL ASSEMBLY: d t8 GYP.BD. G.A.FILE 1 WP3380 UL DESIGN U340 FIRE:(1)HOUR /J SIC.* 40-44 �., FRAMING DETAIL FRA=�V"MING DETAIL FRAMING DETAIL 5 FRAMING DETAIL FRAMING DETAIL4 m ]3 I }I 5/8'TYPE'X'GYP.BD. 3/4"GYP-CRETE OVER 3/4"T&G,OSB STURDI- 1°RIGID INSULATION FIRE BLOCKING-OMIT IN 30°MIN CLEAR FLOOR GLUE-NAIL TOWNHOUSE UNITS HEAD OOM MANUFACTURED WOOD ROOF TRUSSES 1 X BLOCKING 3/4'GYP-CRETE OVER 4 MIL POLY VAPOR 0 24"D.C.,PER MANUFACTURERS' FLOOR JOISTS 3/4'T&G OSB(TYP. 11 TAPE TYP X®FIRE BARRIER,WARM SIDE DESIGN&ENGINEERING. TRUSS MFGR NOTE: SEE NOTE) Il TO ALLOW FOR WOOD NAILER SEE MECHANICAL PLANS R-19 BATT INSUL - --. FOR CHASE LOCATIONS FLOOR JOISTS ' EXTERIOR SHARED R-30 BATT INSULATION STAIR/ENTRIES BEAM PRE ENG.ROOF JOISTS 2 X WOOD NAILER MOLDING R-19 SOUND BATT SEE FRAMING FOR 512E AND TYPE _ T.O.PLYWOOD METAL TRUSS HANGER 20'x 30' fk SEE FRAMING FOR (2)LAYERS 5/B` _ BLOCKING TYPE'X'GYP.BD. 1 1/4"x9 1/2' SIZE AND TYPE 1-14 HOUR RATED CONT.RIM BOARD 2 X STUD WALL------- ��gg GYPP.BD.E X GYP.BD.E X EXHAUST RE UST CHASE LAYERS SIDING GVP.BD E % 2 LAYERS 5/8"TYPE 5/8"TYPE'X' X'GYP.BD.(1 LAYER GYP.BD. 2z6 0 16"0. / SIMPSON HANGERS TOWNHOUSE,UNIT ATTIC ACCESS 5/8"TYPEX'D.BD. 0 GYPNHOME U IS NOT TO BE INSTALLED IN z TOWNHOMES(MULTI-LEVEL UNITS) 21 FRAMING DETAIL FRAMING DETAIL FAMING DETAIL FAMING DETAIL FRAMING DETAIL ui J _ SIP 7- 017,= (D_Lv'7' 2 _j 2-s" ARCHITECTURAL ASPHALT SHINGLES 1/211 1/2" 11 1/2"3 1/2 ON 15#FELT 40#ROOFING UNDER- FACE OF BUILDING LAYMENT STARTER 1M 2 - 1 1/4"�METAL TOP RAIL 1 3/4" COURSE 5/8"OSB APA RATED ROOF ARCHITECTURAL ASPHALT SHINGLES / (TYP) ON 15;,'FELT A% 1-3/4"-METAL RAIL SHEATHING,EXPOSURE 1 2X CONT BACKER(TYP) 5/8"OSB APA RATED ROOF SHEATHING, 7n TEXT STYLE - FINISH METAL EDGE EXPOSURE SANS SERIF MANUFACTURED WOOD ROOF TRUSSES SECURE POST TO BUILDING 5 CONT 0 24"O.C.,PER MANUFACTURERS' WITH METAL CLAMP /8"TYPE'X'GYP.BD. (TYP) 'v 'OI 2 X 6 D.F.PRIMED WITH DESIGN AND ENGINEERING I 4 MIL POLY VAPOR METAL WRAP CONT. R-30 BATT INSULATION 8d 0 6'O.C. MANUFACTURED WOOD 1 t/4°�VERTICAL METAL �'P! �I `v n BARRIER,WARM SIDE ROOF TRUSSES AT 24"O.C. PRE-MANUFACTURED V-0' INSULATION STOPS(TYP) 2 X FULL DEPTH BLOCKING(TYP) POST W W PER WOOD TRUSSES PER 0 ROOFING UNDERLAYMENT M M R-19 BATT INSULATION ENGINEERING DESIGN AND MFGR'S DESIGN AND � (TYP) 1 1/4°-VERTICAL METAL cr / ENGINEERING STARTER COURSE TYP 3 8'-SQUARE BAR METAL FACTORY FINISH 26 go STYLE'D'FACTORY POST BALUSTERS 0 4"O.C. 1h 2 X STUD WALL R-30 BATT SOFFIT WITH VENTED FINISH METAL DRIP EDGE 3/4" EXTERIOR INSULATION SECTIONS 0 6'0'O.C.(TYP) CONT(TYP) OOD BEAM (3)10d TOENAILSAL GRADE PLYWOOD FRAMING FORSS ZE "'""""""- "-' - PER BLKG. 3 x4-META R IFILLET VERIFY COLOR WITH ARCHITECT AND TYPE E.N. GUTTER TREX-DECKING WELD TO POSTS,ATTACH UJI EXTERIOR STAIN METAL TRUSS HANGER SIMPSON H2.5V W1TH(2)1/2"x6"LAG COLOR SEE FRAMING FOR P ANCHOR TYP. BOLTS SIZE AND TYPE 5/8"TYPE'X'GYP.BD. 108'-11 3 8" 5/8"TYPE'X'GYP.BD, T.O.DECKING R-30 BATT INSULATION 4 MIL.POLY.VAPOR 5/8"TYPE'X'GYP.BD. BARRIER,WARM SIDE - [METAL 2 X 6 D.F.(PRIMED)WITH4 MIL.POLY.VAPOR METAL NRAP CONT (2)2 X 12 SEE SHEET A1.01 FOR BARRIER,WARM SIDE FACTORY FINISH TYP' SOFFIT WTH VENTED BUILDING IDENTIFICATION SECRO S 0 6'0"O.C.(TYP) PREFINISHED METAL FLASHING Lj_ COLOR TO MATCH ROOF TRIM g x� BUILDING SIGNAGE n FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL 22 -- ��;,; ;_o„ 11 7 FRAMING DETAIL o ARCHITECTURAL ASPHALT SHINGLES ON 15/FELT 5/8°OSB APA RATED ROOF SHEATHING, EXPOSURE 1 MANUFACTURED WOOD GABLE PRE-MANUFACTURED SCISSOR TRUSSES 0 24" END TRUSS-SEE TRUSS O.C.,PER MANUFACTURER'S DESIGN& ON 15 FELT MANUFACTURERS'DESIGN i ARCHITECTURAL ASPHALT SHINGLES ENGINEERING MANUFACTURED i X AZEK TRIM R-30 BATT INSULATION 5/8"OSS APA RATED ROOF WOOD ROOF TRUSSES rn J OR ALUM.ALTERNATIVE 12 SHEATHING,EXPOSURE 1 0 24"O.C.PER MANUFACTURER'S I�' g MANUF.STANDARD 1 ROOF )TCH 5 VENTED 2 X BLOCKING(TYP) DESIGN&ENGINEERING FIRE BLOCKING FLASHING w TRUSS MFR TO EXTEND FLOOR JOISTS 11/4"x9 1/2" 0 TRUSS TAILS AS SHOWN CONT.RIM BOARD 40y ROOFING TREX-DECKING UNDERLAYMENT 108'-11 3/8" J. ( ) 5/8"TYPE'X' R-30 BATT T.O.PLYWOOD 1 X AZEK TRIM STARTER COURSE TYP JOISTS 0 PLYWOOD O.C.- OR ALUM.ALTERNATIVE -1 d. GYP.BD. INSULATION SEE FRAMI16'NG PLANS j 4x COLUMN j i FINI26 SH METAL DRIP STYLE'D' AEDGEY CONT,(TYP) SIMPSON JOIST HANGER D /p �-1 X AZEK TRIM REVISIO S; 1 X AZEK TRIM BELOW J OVER 4z STRUCTURAL COL X BLOCKING OR ALUM.ALTERNATIVE OR ALUM.ALTERNATIVE 5/8'TYPE'X'GYP.BD. 2 X OUTLOOK SPACING - TRUSS BOTTOM CHORD TO PER SOFFIT MFGR SPEC 2 LAYERS 5/8"TYPE 2 X 10 CONT.DOUGLAS - MATCH ADJACENT BOTTOMX'GYP.BD.(1 LAYER FIR LEDGER CHORDS(VERIFY)BALLOON SOFFIT JOINT TOWNHOUSE UNITS DRnwN sv: DnTE: .. .. ..... . TYPE'X'GYP,BD.AT FRAME AS REO'D(VERIFY HT) ) 1 X AZEK TRIM 5/8"TYPE X GKS 120107 OR ALUM.ALTERNATIVE 5/8"TYPE'X'GYP.BD.—�� GYP,BD. 5/8"TYPE'X'GYP.BD. NTH R-19DBATT INSULC CHECKED: JoB NO; 4 MIL POLY.VAPOR 4 MIL POLY.VAPOR METAL FACTORY FINISH T.R.W. 0700T BARRIER,WARM SIDE BARRIER,WARM SIDE SOFFIT W/VENTED SECTIONS R-19 FIBERGLASS SHEET NUMBER: 0 6'-0°O.C.(TYP) GUTTER WALL ASSEMBLY: SOUND BATTS w I.O� G.A.FILE H0.OUR 2 X 4 STUDS 016"O.C. H4 2 X 6 D.F.(PRIMED)WITH FIRE: (1)HOUR EA.SIDE,STAGGERED METAL WRAP CONT. STC 5054 sHBBT nTLE: FRAMING MN DETAIL 12 FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL DETAILS COLD 23 - - + 57'-7y" OJ 32'-1kz" 25'-6" S a 3'-0" -0" 6'-0° 1, 10'-tY2° 7'-0" S-11" S-0" 1K 3'-0' 4'-5" 2'-8" �Q vi vi ® ® I p4 y N N 104 ®� � � N N n PATIO •i 1 O o 0. gc II O U 105 I 212 � L91 COMPUTER UO OFFICE03 O 21 21 a c PATIO 102 „x,' QO 105 I 'i 212 F111000 10 1 103 E 201Y STORAGE STORAGE B 2'-%" 'QI 213 214 COMPUTER UO OF F 21 0 I 2 HR WALL x �1 RQooZ 103 LIVING ROOM 201 ENTRY 10 I 103 201 STORAGE STORAGE 12 O 202 ^ 213 214 10 WORKOUT I m `�'i�Z• 3,-3" 3, „ 2,_9J¢" HR WALL ROOM BEDROOM O 2-7" o-+! 06 I 5-3J4 '-9• O 104 I ob 211 10-10 'moo, LVNG ROOM 201 aj O 1 202 C WORKOUT 16'-11' 11'-ON" ROD o BEDROOM BO 04 H Y-V 211 i d O \ ch ENTRY 9 <,✓' _Q 101 1 I IE /( V V o J 04 ® m I DINING ROOM O ` s 203 HALL 05 I \,y' m •I N N '^ 0 82 00 O 6'-6kz" 3'-7 �J�y 7-4/22" ,DINING ROOM 0 I I o ll o JJ O 7T / 203 1'-5)/1" :� HALL 05 Q KITCHEN f 5_8. 204 BATH O O IUTILITY � I UTILITY KITCHEN 06 O 109 — 5 ,' , 3'-OY2" 110 v 206 205 .7 I t o o N 00 BATH p % O O ® 20B 2'-7" 1 KITCHEN 06 r i O ILin XLAUNDRY 0 G R e 0 0 20fi 205 •i •7 � B ❑ ® AWLLl IV-10" �1HAL 1D -� 3-4" 9_I. O 3-7 1OR BATH DOO DOO DOO 7 209 106. O 1 O O 09 I BEDROO M O WOM 8 0 BEDROOM7 - 207 � JAW. O O _ 110 21 aI 1 106 - ��. W-2° ' BEDROOM O •� BEDROOM 208 �i I O O r N '� w C o 21 \/ s n0 210 w F- LEGEND PLAN - COMMUNITY BUILDING LEGEND P O W o 114„_,,-0" 2'-4)4' 2'-7-%" 12'-3}f2" g :E JJ REQUIRED CLEAR FLOOR SPACE AT DOORS, J{J � Q FIXTURES&APPLIANCES. 5'-3}'4" 7'-83/4" 12'-6" 3'-0' 6'-7" 29-0 J 28-7 Q 36"ACCESSIBLE ROUTE 57-7 Q FLOOR PLAN - COMMUNITY BUILDING MANAGER UNIT s. 14„= (D v PULL OUT 1..1.E �z/'� 'i -- - - -- TUj RTW4 V J J 7hl•permit Is being bean subject to hydrants Special Proved site a and Deferrals: M O co 1)Install fire hytlranb as shown on the approved ske plan. 0 1 e e ex Install portable fire extinguishers and cabinets as shown.2)Install one K Type portable fire extinguisher within 30 feet of the kitchen range. EQ EG T In Send automatic fire sprinkler plans to the State Fire Marshal for ation t the system shell ha � UNDER UNDER Installed aforthe g to the approved plane.Submit all test documentation to the 7F Fire Marshal prior to a request for entry (kn xinspection BRACE f)il rapidty riser entry(s). Box)system is recommended obtained for immediate Are normal:u access to the 12,_0" .IF facility riser room(:).An application may be cbtalned at Station 1 during normal business hours. i)Install a residrehire alarm range hood 8 fire suppression system over shall range. COMPUTER ROOM 1)If a.Plans Floe alarm system is be submid.tted the local water Fir shell be connected ivi-to tof the ayatem.Plans for the System shall it ed to the to the State Fire Marshal Pr(or qu eding o(the fire Q Glenn teat documents shall be submitted to the Twin Fella Fine Mershel priorrequesting a goal inspection. ua"=r-a' 1)Install:mcke detectors in each sleeping room,one on the on the ceiling or wall outside al each separate sleeping area and one on each story.2)Detectors shell be interconnected. y� O LL 30"X36' 3'-0" 2'-0" 3'-0" 2'-9" 2° 2' 0' Q MIRROR SIZE INTERIOR SYMBOL WIDTH HEIGHT MATERIAL GLAZING GLAZING TRIM REMARKS PTOWEL 4'-0'HIGH 'I - k-- ->✓ ate' A 5'0" 4-0' VINYL DBL INS SLIDER WD PLASTIC LAM. n B 4'0" 4'0" VINYL DBL INS SLIDER WD WAINSCOT c C SO' 4'0" VINYL DBL INS FIXED WD (.AYP SALL I REJ JIG. -I It, 4'0- 1.0" VINYL DBL INS FIXED WID WW 11 DW i E 3'0' 1'0" VINYL DBLDISP.INS FIXED WD F 6'0" 4'0" VINYL DBL INS SLIDER WD 17 G 2'0" 5'C" VINYL DBL INS FIXED WD TEMPERED GLAZING H 4'0" 4'0" VINYL DBL INS FIXED WD 41�`.....e► 7-0° 2" Y-8' 1'-8" � a 0, 3: DBL INS DOUBLE INSULATED GLASS RESTROOM 3 KITCHEN � a WD 3/8" CULTURED MARBLE SILL(SEE 5/A-2.3) — WRAP JAMB AND HEAD WITH GYP. BD. w WINDOW SCHEDULE KEY NOTES WALL PANEL BRACING SHALL BE INSTALLED AS DESCRIBED BELOW AND WHERE SHOWN ON THE FOLLOWING TWO(2)FLOOR PLANS. REVISIONS: 1. BRACE PANEL-FRONT WALLS: 'f./II IDS jp— (2003 IBC 2308.9.3) _ °N FE!1=7 1/2'CDX PLYWOOD OR 7/16"WAFERBOARD WITH BD COMMON(.131 SHANK X 2 1/2"LONG)NAILS O 3'O.C.AT PANEL EDGES AND O 12'O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T.2°X4°AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS EOUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8°DIAMETER ANCHOR BOLTS. PROVIDE 2"X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. FRAMING •i MEMBERS RECEIVING EDGE NAILING SHALL BE 3'X4". DRAWN BY: I DATE 00 •i 2. BRACE PANEL-LEFT,RIGHT,REAR&INTERIOR WALLS: JRM / GKS 1V28/07 (2003 IBC 2308.9.3) CHECI(E" JOB 7 �i �i �i '✓i 1/2"CDX PLYWOOD OR 7/16"WAFERBOARD WITH BD COMMON(.131"SHANK X 2 1/2-LONG)NAILS O 4"OC.AT PANEL EDGES AND O 8"O.C.IN PANEL FIELD, VERTICAL JOINTS SHALL OCCUR OVER T.R.W. D7W1 •I STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF 4'-0"(2000 IBC 1805.6). THE sNssT NUMBER,VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS SHALL BE TWO(2)2-X4"MEMBERS NAIL LAMINATED TOGETHER. B2.01 A B C D E F G H 3, 48"x60"LATCH SIDE PUSH APPROACH AT DOOR. WINDOW TYPES 4. 54"%60"PULL SIDE FRONT APPROACH AT DOOR. sNser : GENERAL NOTES FLOOR PLAN 'COMMUNITY BUILDING' / 3 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. tiS'o � g 28'-7)/4„ oIR o mg N N CO OC � O V V 4 1 ®i 10'-0" 7'-11)/4" 14' 4" 13'-3Y/" 2—0„ o --• I - - _..-_. 1 .--I I 1 I 1 1 1 1 - ------------- -''-_-' --�_--I_J I I I I p`1 1 ° -.-1---�•---� r._r.r._.�. -r._.r--1-•-�--- p a I tlO IIII °% 1 8'-4Y4" L 8'-6° ' 8'-6" L- Io I I I I I I I I I I OI I l O l I I I I I „ 5 p A2.02 11 3'-2%4 12'-2Y4 A2.02 I 11 1 1 1 I 1 1 I �� -—- -—-—-—- -— — —-—-—- - 01 ` % A2.02 I_---_3---_---_---_--- — - 1IiIII Y11iII I ------_-- _ nf •—__ _____________ — -—-—- - -—- — __..__ -------—-------------------------- — ___------ __--__ ;I _ 11II IIII 1l® IIIII IIIIII II1II •O—IIII II1I —O• IIII IIIII O 3 _—_—_—_—_—_—_ Y _ _ A 2.02 --_—_—_—_—_—__ '2'-7f I Ioj O III I1II 0P.�III.4T°ROD.6CS.)1II Ln �kliII - 1llII — . cc -—-—-—'— � —-— N------------_ I I1IlII IIII1I o4 II DC. 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U301 SITC: 40)440UR KEY NOTES (2)LAYERS 5/8" TYPE'X' WALL PANEL BRACING SHALL BE INSTALLED AS DESCRIBED BELOW AND WHERE SHOWN ON THE 3/4" T&G GYP BOARD BOTH SIDES PLYWOOD SUB-FLOOR FOLLOWING TWO(2)FLOOR PLANS. (BOTH SIDES) !, 2X6 0 16" O.C. W/R-19 U' 1— R-25 BATT INSULATION BATT INSULATION (2003 IBC N 2308.93) WALLS: U— (BOTH SIDES) 1/2°CDX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2"LONG) 2X8 P.T. SILL W/5/8"DIA NAILS 0 3"O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS FLOOR JOISTS ANCHOR BOLTS ®48" OC, SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR . (BOTH SIDES) EACH PANEL MAY BE P.T.2'X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE (3)5/8°DIAMETER ANCHOR BOLTS EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8"DIAMETER ANCHOR BOLTS. PROVIDE 2"X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 3"X4". 2. BRACE PANEL-LEFT,RIGHT,REAR&INTERIOR WALLS: (2003 IBC 2308.9.3) 1/2°COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131"SHANK X 2 1/2" LONG)NAILS 0 4"O.C.AT PANEL EDGES AND 0 8"O.C.IN PANEL FIELD. VERTICAL JOINTS ,.• a•'' #5 REBAR HORIZ. 0 24" O.C. SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE o BOLTED TO THE FOUNDATION WITH 5 8°DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING MIN OF(3) BARS / z g '' OF 4'-0"(2000 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR v rc 3- PANELS SHALL BE TWO(2)2"X4°MEMBERS NAIL LAMINATED TOGETHER. a D[o 4 REBAR VERT. ® 3. HOEDOWNS: SIMPSON STHD14 STRAP TIE HOLDOWNS SHALL BE INSTALLED AT LOCATIONS 0 m 24" O.C. ALTERNATE WHERE INDICATED. EMBED 14"MIN.INTO CONCRETE. MINIMUM END DISTANCE IS 2-1/2 `4 °' HOOK IN FOOTING 4. VERTICAL STRAP TIES: SIMPSON LST149 STRAP TIES SHALL TIE FIRST AND SECOND FLOOR VAPOR RETARDER CHORDS TOGETHER AT LOCATIONS WHERE SHOWN. 1 O° (BOTH SIDES) "?�' ` ' (2)CONT. #5 REBAR 51 8"X 12°FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH.SET '•I'•a' MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL WELLS AT EACH VENT. REVISIONS: NOTE: HANGER SCHEDULE BEAM SCHEDULE 6. 18"x 22"CRAWLSPACE FLOOR ACCESS. F k" USE SIMPSON HI SEISMIC AOSIMSON ITT9.5 OR Q(3)1 3/4"x9 1/2-MICRO-L 7. SIMPSON'PB544A'POST BASE AT EACH 4X4 COLUMN.(TYP.) AND HURRICANE TIES(TYP) KANT-SAG TH017950 AT NAIL W/(3)16d COMMON _ - 9 1/2"TJI's TYR. NAILS AT 12"O.C. 8. 24"X 24"X B"DOING.FOOTING W/(2)N4 REBAR EACH WAY.USE SIMPSON PBS44A POST OSIMSON MIT49.5 OR Q(2)1 3/4"xB 1/2"MICRO-L BASE FOR COLUMN CONNECTION. 7" KANT-SAG TH035950 NAIL W/(3)16d COMMON DRAWN BY: DATE: _ . 8" 5° JOIST HANGER NAILS AT 12'O.C. 9. 24"x48°SKYLIGHT JRM / GKS 12/M7 ©SIMSON MIT49.5 OR O3(2)2x12's CHECI�a JOB Na 24 KANT-SAG TH035950IST HA NAL W/(3)"i6d COMMON 10. VAULTED GEEING BELOW T.R.W. 07001 JONGER.PUT HANGER NAILS AT 1 O.C. ON INVERTED OR UPSIDE 11. MECHANICAL PLATFORM SHEET NUMBER: DOWN 0(2)2x10's)) FOOTING DETAIL DOSIMSON BC4 POST CAP NAILS T(12°10.000MMON GENERAL NOTES B2.02 1 ^_u�^sv SHEET TRIE jll= 71_QII 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. FOUNDATION �+ 2. SEE SHEET A-1.1 FOR BUILDING TYPE LOCATIONS. &ROOF PLANS 3. SEE SHEET A-1.1 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATION. 7 T.O. O wo "KIKIT U lI I —--------- ------- ---------- T.O.DBEiKATE 10"Zl" 100- T.O.PLYWOOD SEE SCHEDULE c —--------- SEE S9LQIIE ----------- ------------- T'O'FOOTING T,O.FOOT ------ T.-O.1-11—IOD ----------- I" m T.O. PLYWOOD L --- ------ LEI DU T.. U11-Q-LE FDTING FRONT ELEVATION OPTION SIDE ELEVATION TYP. FRONT ELEVATION TYP. l.-o" 118" l'-O" A 0 13 ------ ------ TTIRL.PLATE Y ?'."Z&Rll-pllATE 0 z -D cJ --------- ----------- Too':: ioo'-o" ------- f-O PQL'-YWOOO 0 --------------------------------------- --------T.O.PLYWOOD 0 75 ------------------ SEE SCHEDULE SEE SCHEDULE-�- T.O.FOOTING L------ T.O.FOOTING 0 C-) uj z w JREAR ELEVATION TYP. SIDE ELEVATION ALT. 118"=l'-O" —J rr F— < LL < z LLI a— < LEGEND //rJ z >- ASPHALT SHINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR SELECTED BY OWNER UJ U) fr co =) VINYL SIDING: ALSIDE INC.SENECA COLOR TO BE SELECTED BY OWNER PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR:SELECTED BY 0 2 OWNER CULTURED STONE: ELDORADO STONE COLOR: SELECTED BY OWNER ui —j ALTERNATE BID: SHAKE SIDING COLOR: SELECTED BY OWNER 0 1= 0 LL LL < KEY NOTES 1. WINDOW SHUTTERS 2. 2'-O"x2'-O"INLAYED SIGN W/PROJECT LOGO. �3. BUILDING IDENTIFICATION SIGN SEE DETAIL 22/A4.04. ICA REVISIONS: T'Adofi GENERAL NOTES -I)MMU. DATE: JRM /GKS 12/28107 1. KEEP ALL ROOF PENETRATIONS 5'-0"MIN.FROM DWELLING COMMON WALLS. CHEC� - 'r p1w. 07001 2. CONTRACTOR TO PROVIDE VINYL SIDING TRIM PER MANUFACTURERS SPECIFICATIONS,FOR SHEET NUMBER: ALL DRYER VENTS,WALL PENETRATIONS,HOSE BIBS,ECT. 82.04 SHFFT-F EXTERIOR ELEVATIONS CB S'iso $ D� 5 12 A4.01 I I I I I I I I I I I I I I � wiunwummmmm I I C OFFICE KITCHEN HALL c I Ell 1109 d I I V Qg I I I I I I • I I 1 \ L r: I I I U I I I g r C= 7� 13 3 ------ BUILDING SECTION 1 3/s"= 1'o" z ci G O U 12 W 51 0 z W c J 108'-1 1/8" A.F.F. u- F.F. ' '�1 Q z ARCHITECTURAL ASPHALT SHINGLES ON 15#FELT W 0— }"APA RATED O.S.B.ROOF SHEATHING W/EXPOSURE 1 Q i PRE-ENGINEERED TRUSSES®24"O.C. Q i INSULATION STOP R-30 BATT INSULATION CL VENTED 2x BLOCKING } 40#ROOFING UNDERLAYMENT J STARTER COURSE(TYP.) W Ir W 26 GA.CONT. /� PRE-FINISHEDW O m METAL DRIP EDGE 100 C -0" A.F.F.A.f.F. stYLE'D' F.F. GUTTER i0 MATCH FASCIA�� Y }" E'X'GYPBD w }"TYPE'X'GYPBD 2x6 D.F.(PRIMED)W/ MIL POLY VAPOR METAL WRAP CONT. BARRIER ON WARM SIDE METAL FACTORY FINISHED co SOFFIT W/VENTED SECTIONS 2x6®16'O.C.W/ m 6'-0"O.C.TYP. R-19 BATT INSUL. 2x NAILER Q 2x6®16'O.C.W/ O R-19 BATT INSUL. WALL SECTION 1/2'APA RATED O.S.B. LL q WALL SHEATHING,EXP.1 tJ � 4 MIL POLY VAPOR BARRIER VINYL SIDING OVER 1/2"O,S.B. 2X6 SOLE PLATE TL8 W/TOP R-19 BATT INSUL. 2X8 P.T.SILL FLANGE JOIST HANGERS PLATE W/}"� 16'OC 8 VINYL SIDING A.B.®4B"O.C. 9 \"O.S.B.EXT.SHEATHING a rco FINISH GRADE: SLOPE N a TOP FND AWAY FROM BLDG MIN. j 5%FOR FIRST ID-0" ° ow 1& 0- - I�i_ I REVISIONS: j • J R-25 SATi INSUL. / y4 RF � Id I BETWEEN JOISTS -��(1,`OB -F,tix,U• ALT (2)#5 DRAWN BY: DATE a JRM /GKS 1228I07 I— CHECKEIk JOB ND: T.R.W. 07001 '- 6 MIL.POLYETHYLENE V.B.OVERLAP EDGES SHEET NUMBER 2'-0" 6'&SECURE PER MFR INSTRUCTIONS.RUN UP B4.01 FND WALL TO BOTTOM OFTJI @ SECURE.. SHEET TITLE SECTIONS SECTION &DETAILS 2 spa 6 v o o HVAC ABBREVIATIONS IECC MECHANICAL o E EXISTING BIRD BOARD EXP EXPANSION KW KILOWATT P PRESSURE TA TRANSFER AIR NOTES. vi p o FUTURE 9RG BEARING EXT EXTERIOR KWH KILOWATT HOUR PD PRESSURE DROP OR DIFFERENCE TO TEMPERATURE DIFFERENCE c� cat N NEW BTU BRITISH THERMAL UNIT PH PHASE(S) TEMP TEMPERATURE/TEMPERED/ THE FOLLOWING VALUES REPRESENT THE MINIMUM CODE o m D DEPTH FA FIRE ALARM L LINED PLBG PLUMBING TEMPORARY REQUIREMENTS AS DUNNED IN THE INTERNATIONAL ENERGY L LENGTH CA COMBUSTION AIR FALL FURNACE AIR UNIT UT LEAVING AIR TEMPERATURE POC POINT OF CONNECTION TOD TOP OF DUCT CODE REFER TO PROJECT SPECIFICATIONS FOR ACTUAL WIDTH CAP CAPACITY FC FORWARD CURVED LAV LAVATORY PSF POUNDS PER SQUARE FOOT TOS TOP OF STEEL REQIREMENTS,WHICH MAY BE MORE STRINGENT. CE) CATCH BASIN FCO FLOOR CLEANOUT LEIS POUNDS PSI POUNDS PER SQUARE INCH TSP TOTAL STATIC PRESSURE 0 ADIAMETER/PWSE CD CONDENSATE DRAIN FD FLOOR DRAIN LF LINEAL FEET/FOOT PVC POLYVINYL CHLORIDE TV TURNING VANE(S) 0 ANGLE CF CUBIC FEET FH FIRE HYDRANT LPG LIQUEFIED PETROLEUM GAS np TYPICAL 1) DUCTWORK TO BE SEALED WITH UNITED DUCT SEALER OR EQUAL NUMBER/POUND CFCI CONTRACTOR FURNISHED FIN FINISH URA LOCKED ROTOR MAP RA RETURN AIR DUCT TAPE IS NOT ACCEPTABLE DEGREE CONTRACTOR INSTALLED FINS/IN FINS PER INCH L/S LITERS PER SECOND RANT RADIUS UBC UNIFORM BUILDING CODE CFF CAP FOR FUTURE FLA FULL LOAD AMPS LWT LEAVING WATER TEMPERATURE RD ROOF DRAIN UFC UNIFORM FIRE CODE 2)ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE ABV ABOVE CFM CUBIC FEET PER MINUTE FLASH FLASHING RDL ROOF DRAIN LEADER UL UNDERWRITERS LABORATORY INSULATED WITH A MINIMUM OF R-5 INSULATION WHEN LOCATED FUR FLOORING) RE REFERENCE UMC UNIFORM MECHANICAL CODE IN UNCONDTTIONED SPACE AC AIR COOLED NG CI CAST IRON FOB FIAT ON BOTTOM ACLU AIR COOLED CL CENTER LINE MAT METER RE: REEL REFLECTED UNFIN UNFINISHED CONDENSING UNIT CUR CEILING F0T FLAT ON TOP MAX MAXIMUM REL RELOCATE UNO UNLESS NOTED OTHERWISE 3)ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE ACOUST ACOUSTICAL CUR CLEAR FRM FEET PER MINUTE MECH MECHANICAL REM REMOVE UPC UNIFORM PLUMBING CODE INSULATED WITH A MINIMUM OF R-8 INSULATION WHEN LOCATED ACP ACOUSTICAL PANEL CNT CENTER FRPF FIREPROOF FT ACT ACOUSTICAL TILE CO CLEAN OUT FEET/FOOT MEZZ MI32WINE REINF REINFORCE U URINAL OUTSIDE THE BUILDING. AD AIR DROP COL COLUMN FURR FURRINGNG MFG MANUFACTURER REQD REQUIREDMIN MINIMUM RET RETURN V VOLT 4)DUCTS IN TEMPERED SPACES THAT SERVE THAT AREA OR DUCTS ADJ ADJUSTABLE CONC CONCRETE CA GAUGE OR GAGE MISC MISCELLANEOUS RF RECIRCULATION FAN VAC VACUUM WITH A TEMPERATURE DIFFERENCE LESS THAN 15'F DO NOT AF AIR FOIL COND CONDENSATE GALV GALVANIZED MM MILL IER RG RETURN GRILLE VAV VARIABLE AIR VOLUME REQUIRE INSULATION. AFC ABOVE FINISHED CEILING CONN CONNECTION GC GENERAL CONTRACTOR MO MOTOR OPERATED RN RELATIVE HUMIDITY VD VOLUME DAMPER AFF ABOVE FINISH FLOOR CONST CONSTRUCTION GE GENERAL EXHAUST MOCP MAX OVERLOAD RPM REVOLUTIONS PER MINUTE VEL VELOCITY 5)ALL THERMOSTATS TO BE ELECTRONIC SEVEN-DAY FULLY 01 AFG ABOVE FINISH GRADE CONT CONTINUOUS/CONTINUATION GNO GROUND CURRENT PROTECTION RTU ROOFTOP UNIT VENT VENTILATION PROGRAMMABLE WITH ONE HOUR OVERRIDE SWITCH/BUTTON WITH C AFS ABOVE FINISH SLAB CONTR CONTRACTOR GSM GALVANIZED SHEET METAL MTD MOUNTED VERT VERTICAL FAN CONTROL 'E AFUE AMERICAN FUEL CTC CENTER TO CENTER MTG MOUNTING S SOUTH VFD VARIABLE FREQUENCY DRIVE c UTILIZATION EFFICIENCY CV VALVE COEFFICIENT HCP HANDICAP MTL METAL SA SUPPLY AIR VOL VOLUME W AHU AIR HANDLING UNIT HD HEAD MUA MAKE-UP AIR/ SCHED SCHEDULE VTR VENT THRU ROOF HVAC DRAWINGS ALT AL-"RNATE OB DECIBEL HDWR HARDWARE MAKE-UP AIR UNIT SO SUPPLY DIFFUSER WT VARIABLE VOLUME TERMINAL O. s ALUM AL INUM DEL DOUBLE HORIZ HORIZONTAL SECT SECTION AMB AM,,ENT DB DRY BULB TEMPERATURE HP HORSEPOWER N NORM SEER SEASONAL ENGINEERING W WEST AMP AMPERES DEPT DEPARTMENT HR HOUR N/A NOT APPLICABLE EFFICIENCY RATING W/ WITH GENERAL NOTES. MOD ANODIZED DIET DETAIL HT HEIGHT INC NORMALLY CLOSED SEN SENSIBLE W/0 WITHOUT i~ o ANSI AMERICAN NATIONAL DIM DIMENSION HTG HEATING NEC NATIONAL ELECTRIC CODE SER SERIES WB WET BULB TEMPERATURE c°,x 4STANDARDS INSTITUTE DISCH DISCHARGE H2O WATER NFPA NATIONAL FIRE SF SQUARE FOOT WC WATER CLOSET 1) THESE GENERAL NOTES APPLY TO ALL HVAC DRAWINGS IN THIS SET AND SHOULD BE TREATED AS AP AIR PRESSURE DN DOWN HVAC HEATING,VENTILATING,AND PROTECTION ASSOCIATION SH SENSIBLE HEAT WP WATERPROOF IF THEY ARE REFERENCED TO THE ENTIRE SET. APD AIR PRESSURE DROP DS DOWNSPOUT AIR CONDITIONING NG NATURAL GAS SIM SIMILAR WPD WATER PRESSURE DROP 201 APPROX APPROXIMATE DSP DRY STANDPIPE NIC NOT IN CONTRACT SL SUPPLY LOUVER WIT WEIGHT 2) THE CONTRACTOR IS TO PROVIDE A FULLY OPERATIONAL HVAC HEATING AND COOLING SYSTEM. ARCH ARCHITECTURAL DWG DRAWING IBC INTERNATIONAL BUILDING NO NORMALLY OPEN SMACNA SHEET METAL AND THE CONTRACTOR IS TO INSTALL ALL OF THE PIPING,DUCTWORK,ACCESSORIES,AND EQUIPMENT ASHRAE AMERICAN SOCIETY CODE NOM NOMINAL AIR CONDITIONING ZD ZONE DAMPER PER THE LATEST ADOPTED VERSION OF THE UPC,IMC,IBC,NFPA 99(FOR MED.GAS).AND THE 0 OF HEATING E EAST ID INSIDE DIAMETER NITS NOT TO SCALE CONTRACTORS NATIONAL AHJ(AUTHORITY HAVING JURISDICTION). NOTHING IN THESE PLANS IS TO BE INTERPRETED AS TO REFRIGERATION,AND AIR EA EACH IDW INDIRECT WASTE NUM NUMBER ASSOCIATION ALLOW THE CONTRACTOR TO PROVIDE INSTALLATIONS THAT ARE NOT PER CODE OR THE AHJ. L CONDITIONING ENGINEERS EAT ENTERING AIR TEMPERATURE IE INVERT ELEVATION SOV SHUT OFF VALVE g ASTM AMERICAN SOCIETY OF EF EXHAUST FAN IGV INLET GUIDE VANES) OBD OPPOSED RUDE DAMPER SP STATIC PRESSURE 3) ALL DESIGN PRODUCT DATA IS FOR THE ITEM LISTED ONLY. SUBMITTAL DEVIATIONS WILL BE THE TESTING MATERIALS EFf EFFICIENCY AMC INTERNATIONAL MECHANICAL OC ON CENTER SPEC SPECIFICATION SOLE RESPONSIBILITY OF THE CONTRACTOR, REVIEW BY THE ARCHITECT OR ENGINEER DOES NOT Q AUTO AUTOMATIC EG EXHAUST GRILLE CODE OD OUTSIDE DIAMETER SO SQUARE REUEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES FOR THE PRODUCT TO PERFORM OR AUX AUXILIARY ELECT ELECTRICAL IN INCH SS SANITARY SEWER PHYSICALLY FIT FOR THE APPLICATION AS INDICATED IN THESE DRAWINGS. ALL COORDINATION FOR OD OWNER NIAMETED, ELEV ELEVATION IND INDIRECT SST STAINLESS STEEL THE NEW PRODUCT WITH THE OTHER TRADES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BDD BACK DRAFT DAMPER ENERG EMERGENCY INSUL INSULATION CONTRACTOR INSTALLED STD STARDARD BfF BELOW FINISH FLOOR ENCL ENCLOSED ENCLOSURE TNT INTERIOR OF01 OWNER FURNISHED, � STEEL THIS INCLUDES,BUT S NOT UMTIED TO;PHYSICAL DIMENSIONS,WEIGHTS,EIECTRICIJ. / CHARACTERISTICS,ETC. NO ADDITIONAL COSTS TO THE OWNER WILL BE ALLOWED DUE TO BG BELOW FINISH SLAB ENT ENTERING IPC INTERNATIONAL PLUMBING OWNER INSTALLED STRUCT STRUCTURAL BG BELOW GRADE EQ EQUAL CODE OH OVERHEAD SUP SUPPLY SUBSTTNTIONS. BHP BRAKE HORSEPOWER EQUIP EQUIPMENT OSA OUTSIDE AIR SUSP SUSPENDED Ell BACKWARD INCLINED ESP EXTERNAL STATIC PRESSURE J-BOX JUNCTION BOX OZ OUNCE SYS SYSTEM 4) LAYOUTS,ROUTING AND COORDINATION MUST BE DONE PRIOR TO FABRICATION OR INSTALLATION BLDG BUILDING ENT ENTERING WATER TEMPERATURE JST JOIST OF ANY DUCTWORK. THE CONTRACTOR SNAIL BE ADVISED THAT THE OWNER WILL NOT PAY TO BOD BOTTOM OF DUCT EYH EXHAUST REMOVE DUCTWORK THAT WAS INSTALLED AND FOUND TO BE IN CONFLICT WITH THE STRUCTURE BIDS BOTTOM OF STEEL EXIST EXISTING OR ANOTHER TRADE. NOTE: ALL ABBREVIATIONS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. 5) CONTRACTOR TO VERIFY All GRILLES REGISTERS AND DIFFUSER FRAMES PRIOR TO ORDERING. CONTRACTOR SHALL VERIFY DIFFUSER LOCATIONS PRIOR TO INSTALLATION OF THE DIFFUSERS. ALL HVAC LEGEND LIGHTING AND STRUCTURE NEEDS TO BE TAKEN INTO ACCOUNT.FOR EXACT DIFFUSER LOCATION SEE ARCHITECTS REFLECTED CEILING PUN. COORDINATE WITH ELECTRICAL AND STRUCTURAL FOR SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION FINAL.DIFFUSER LOCATION. 6) PROVIDE ACCESS DOORS FOR ALL EQUIPMENT LOCATED IN CEILINGS,WALLS,OR FLOORS,IF CAP DOUBLE LINE) (DOUBLE LINE) TAG NUMBER HIDDEN OR INACCESSIBLE. ALL FIRE DAMPERS SHALL BE SUPPLIED WITH ACCESS DOORS IN THE ( DUCT IN ORDER TO RESET DAMPER. ACCESS DOORS TO BE LOCATED IN MOST THE MOST DUCT CAP VOLUME DAMPER NECK/THROAT SIZE ACCESSIBLE LOCATION,AND PRIOR APPROVED BY THE ARCHITECT BEFORE INSTALLATION. ACCESS Y-----� CAP (SINGLE LINE) (SINGLE LINE) DOORS TO BE LARGEST SIZE POSSIBLE FOR THE GIVEN DUCT SIZE MAXIMUM DUCT ACCESS SD-1 12"0 GRILLES,REGISTERS,DIFFUSERS-CAIIDUT DOOR SIZE TO BE 12"X12'. 24"x16" (DOUBLE LINE) (DOUBLE LINE) 500 CRA(4 TIP O DUCT SIZES-FIRST DIMENSION LISTED IS AUTOMATIC MOTOR OPERATED DAMPER PARALLEL 7) INSTALL ALL COMPONENTS TO MEET MANUFACTURERS INSTALLATION MANUALS,LOCAL STATE AND VIEW DIMENSION AND OPPOSED BLADE AHJ CODES,OR AS DEPICTED IN THESE DOCUMENTS.WHICH EVER IS MOST STRINGENT. �—g•0� (SINGLE LINE) (SINGLE LINE) NUMBER OF DIFFUSERS CFM TO BALANCE TO 8) CONTRACTOR SHALL SUPPLY DRAWING FOR APPROVAL TO OWNER/ARCHIFECT SHOWING ALL INTERNALLY UNED DUCT-SEE NOTES OR PROPOSED THERMOSTAT LOCATIONS. ARCHITECT/OWNER SIGNATURE MUST BE OBTAINED PRIOR TO Q �gx1B�_ (DOUBLE LINE) SPECIFICATION FOR TYPE OF LINING TO ANY THERMOSTAT WIRING,CONCUR,OR INSTALLATION OF THERMOSTATS. FAILURE TO DO SO MAY — (DOUBLE LINE) SECTION/DETAIL NUMBER RESULT IN MOVING THERMOSTATS AT CONTRACTORS EXPENSE . L8'0 (SINGLE LINE) BE USED. DIMENSIONS DENOTE INTERNAL BACKDRAFT DAMPER FREE AREA III (SINGLE LINE) SECTION/DETAIL # SECTION/DETAIL HEADING 9) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE JOB. ABSOLUTE ACCURACY OF W (n �J1001 THE DRAWINGS AND SPECIFICATIONS CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN J DIRECTION OF AIRFLOW ADDITIONAL INFO MADE TO COORDINATE THE LOCATIONS OF EQUIPMENT B DUCTWORK,IT IS THE RESPONSIBILITY OF 24"xt6" (DOUBLE LINE) (DOUBLE UNE) CONTROL AIR OR REFERENCED SHEET NUMBER THE CONTRACTOR TO COORDINATE DUCT REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. Q ZONE DAMPER CHECK ALL INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING BID OR (SINGLE LINE) ,__. �, (SINGLE LINE SECTION FABRICATING AND INSTALLING WORK. Er LL x- m SO �NUMBER 10) INSTALL ALL SHEET METAL IN ACCORDANCE WITH LATEST ASHRAE AND SMACNA RECOMMENDATIONS. / z 24 x16" (DOUBLE LINE) (DOUBLE LINE) SECTION CUT PROVIDE VARIATIONS IN DUCT SIZE AND ADDITIONAL DUCT FITTINGS AS REQUIRED TO CLEAR Q DUCTWORK OR EQUIPMENT TO DUCT MOUNTED SMOKE DETECTOR OBSTRUCTIONS AND MAINTAIN CLEARANCES. ^ (SINGLE LINE) BE DEMOLISHED SD (SINGLE LINE) _ 11) SECTION DETAIL IS FOR BIDDING ASSISTARCE. TRUSS INFORMATION SHOWN IS BEST GUESS ONLY. LU n REFERENCED EFERENCED TRUSS MANUFACTURER WILL PROVIDE ENGINEERED DRAWINGS PRIOR TO CONSTRUCTION. F_ CONTRACTOR TO COORDINATE WITH STRUCTURAL DRAWINGS AND TRUSS MANUFACTURER PROVIDED FOT (DOUBLE LINE INFORMATION FOR EXACT TRUSS AND HEADER LOCATIONS PRIOR TO FABRICATION OF ANY 0 (DOUBLE LINE) ECCENTRIC TRANSITION-(FOT=FIAT ON ACCESS DOOR(AD)ACCESS PANEL(AP) DUCTWORK OR FITTINGS. TOP,FOB=FLIT ON BOTTOM) (SINGLE LINE) O O HUMIDISTAT,THERMOSTAT-CALLOUT REFERENCES ir ! o R (SINGLE LINE) `�� FOB DEVICE,SEE SCHEDULES.MOUNT ALL DEVICES PER cr _ F=FIRE DAMPER DH-01 AHU-01 ARCHITECTURAL GUIDUNES. (DOUBLE LINE) S=SMOKE DAMPER W U) (DOUBLE LINE) IT g F AND S=FIRE AND SMOKE DAMPER / / �) ER CONCENTRIC TRANSITION (SINGLE LINE) SEE NOTES AND/OR SPECIFICATION FOR ® ® POW OR GRAVITY ROOF INTAKE/EXHAUST /'� D �J•J (SINGLE LINE) EXACT RATING AND MODEL NUMBERS (��/ (��/ L.1..1 O Cm sv EQUIPMENT TAG NAME G _ -� T TURNING VANES IN DUCTWORK ARIA EQUIPMENT TAG SYMBOL;SEE EQUIPMENT SCHEDULES RISE (DOUBLE LINE) RISE OR DROP ARROW IN THE DIRECTION OF (DOUBLE LINE) (SINGLE LINE) 01 SEQUENTIAL EQUIPMENT NUMBER FOR THE CAPACITY,TYPE,AND QUANTITY. j Y �� (SINGLE UNE) AIRFLOW r ui 11 �24x12fLE DROP r Iw 24 x12 DOUBLE CEILING SUPPLY DIFFUSERS,SCUD FILL ��,Q1iL1 ROUND ( LINE � REPRESENTS BLANKED OFF AREAS. (C (O SUPPLY DUCT(RISE) (I \y 24"0 4-WAY 3-WAY WAY WAY (CORNER)(OPPOSED THROW) a RETURN DUCT(RISE) � 24 x1�s Q TURN TURN TURN DOWN/UP FOR VARIOUS STYLES OF CEILING RETURN GRILLE UP DOWN DUCTWORK EXHAUST DUCT(RISE) L� RE GLE 10 x6 1j1�11lIll CEILING EXHAUST GRILLE llIt111 �O r—�FUND FLEX DUCT SINGLE UNE LL TURN TURN F--IT /—� SIDEWALL SUPPLY/RETURN REGISTER,DIFFUSER, LL UP DOWN f II�� } II�'r GRILLE. 24"x16' (DOUBLE LINE) SPIN-IN FITTING SUPPLY 1--� F—� (DOUBLE LINE) (SINGLE LINE) LINEAR SUPPLY/RETURN 45'ENTRY TRANSITION 24'x16" (DOUBLE LINE) SPIN-IN FITTING RETURN 4� (SINGLE LINE) (SINGLE LINE) NOTE: ALL SYMBOLS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. 6\S�V,QED PRpFfsS/o l d OF N T BpS Ii-28"07 REVISIONS: CITY REVIEW 12/14/07 DRAWN BY: DATE: CMY 8I07/06 CHECKED: JOB NO: \r0 Sl'B 2006-02 SHEET NUMBER: elkhorn Mo.00 SHEETTRLE: ENOINEERCB,PA LEGEND& ABBREVIATIONS goo 0 0 Ins N N td pp pp � y q HYDRONIC SPLIT SYSTEM SCHEDULE BLOWER HYDRONIC HEATING SECTION DX COOLING COIL FAN COIL UNIT CONDENSING UNIT INTAKE/EXHAUST BY MECHANICAL EQUIP TYPE CFM EXTERNAL. MOTOR AMP ELECT. 0 WATER GPM OUTPUT ROWS #BTU/HR BTU/HR ENT. AR[4] MANUF. MODEL�/ EQUIP COMPR. FAN MCA ELECT. MANUF. MODEL OPER REMARKS CONTRACTOR FOR)�,IN H.P. DRAW CHAR. TEMP. BTU/HR CAP.(NOMINAL) CAP.(MIN. SENS.) D.B. W.B. TAG RLA FLA CHAR. WEIGHT COMMUNITY BUILDING. IN H O FCU-1 HYDRONIC UPFLOW 800 0.20' 1/4 3.2 120 1 60 331 120 F 3.5 23,100 4 17.400 12,500 80 67 SUN THERM H02-46-26A CU-1 13.5 .75 17.6 208/1/60 FIRST 00. 24UCQB-024 155 LEIS [11[21[31[41(51[61[7](8](91 FCU-2 HYDRONIC UPFLOW 1200 0.20' 1/3 6.2 120/1/60 [31 120 F 3.5 31,400 4 36,000 28.000 80 67 SUN THERM H03-49-43A 8 CU-2 14.1 1.4 19.0 208 1/60 FIRST CO. I 24UCQB-036 175 LIES [11(21[3] 4 5 6][71 191 i PROVIDE AUTOMATIC CHANGEOVER T-STAT WITH FAN SUB-BASE. 91 CONTRACTOR IS REQUIRED TO PURCHASE AND INSTALL MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE [21 PROVIDE COMPLETE WITH LOW AMBIENT KIT RATED TO 30'F. REFRIGERATION LINE SETS FROM THE EQUIPMENT FIELD L INSTALLED PIPE FLASHING. [31 OSA AT LMNG UNITS PROVIDED VIA OPERABLE WINDOWS. MANUFACTURER SPECIFIC TO INDIVIDUAL INSTALLATION. PRODUCTS BY MECHANICAL CONTRACTOR. [41 BASED ON 95'F OUTDOOR AMBIENT CONDITIONS. FIRST CO SUNTHERM TITUS CONFORM TO ARCHITECTURAL [51 VERIFY UNIT QUANTITY WITH OVERALL DRAWING SET. SPECIFICATIONS. [61 PROVIDE COMPLETE WITH INTERNAL PUMP WTIN AUTO-CIRCULATE FEATURE [81 PROVIDE WITH OPTIONAL W LOVERFLOWANEL SWITCH. FURNACE SCHEDULE[8] PROVIDE WITH OPTIONAL WALL PANEL BLOWER GAS HEATING SEC710N COOLING COIL N EQUIP AREA TYPE CFM OSA ESP MOTOR ELECT MCA/ OPER MANUFACTURER MODEL I INPUT OUTPUT EFF DROP MBH/HR MBH/HR ENT AIR OPER MANUFACTURER MODEL� REMARKS a � Tj TAG SERVED IN H2O HP CHAR MOCP WEIGHT LO/HI LO/H/ IN H 0 CAP(TOTAL) CAP(SENSIBLE) pg WB WEIGHT F-1 SEE PLANS MULTIPOISE 1600 300 0.60 1 2 115 1 11.6 ZO 400 lbs. CARRIER 58MTB100-16 65 100 61 94 93S 0.31 35.5 35.5 80' 67 50 Lb,. CARRIER CKF5742 F-2 SEE PLANS MUL11POISE 1200 200 0.60 1 3 115 1 8.1 15 400 lbs. CARRIER 58MTBDW-12 52.0 80.0 49.0 75.0 93% 0.27 29.3 28.9 80' 67 50 Lbs. CARRIER CN3A-036 III.2,fgwpi O U U p] PROVIDE 7-Gar PROGRAMMABLE T-STAT. MANUFACTURER S APPROVED FOR S BMITTAL OF COMPARABLE [21 PROVIDE WITH CONCENTRIC VENT KR, MECHANICAL CONTRACTOR TO INSTALL VENT PIPING AS WELL AS ROOF TERMINATION KIT I PRODUCTS TO 9 [31 PROVIDE W/HINGED FILTER RACK,ACCESSIBLE FROM THE FRONT OF THE UNIT. FILTER RACK WILL HAVE A STANDARD FILTER SIZE. IFIRST COMPANY CARRIER TRANE LENNOX YORK BRYANT WEATHER KING MCQUAY [41 DUCT MOUNTED SMOKE DETECTOR,PROVIDED AND WIRED BY ELECTRICAL,INSTALLED BY MECHANICAL. �3 [51 CONIR CiOR TO PROVIDE EITHER HORIZONTAL OR VERT CAL COIL DEPENDING ON INST SLLATION. u 3g Yy PIPE PENETRATION DETAIL(!) AIR COOLED CONDENSING UNIT SCHEDULE o< SCALE:Nis Mo.o2 EQUIP AREA CAPACITY AMBIENT OF EER 13 TAG SERVED TYPE TONS TEMP REFRIG.FANS MCA MOCP ELECT SEER WEIGHT MANUFACTURER MODEL REMARKS CU-1 SEE PLANS AIR COOLED 1.5 95'F R-22 1 23.5 40 208 1 13 189 Lbs. CARRIER 24A843142 CU-2 SEE PLANS AIR COOLED 3 95'F R-22 19.0 30 208 1 13 152 Lbs. CARRIER 24AB43036 ' [11 PROVIDE 36'X36'X3'CONCRETE HOUSEKEEPING PAD. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE [21 PROVIDE WITH MANUFACTURER'S RECOMMENDED UNESET SIZED BY THE PRODUCTS MANUFACTURER FOR PROPER DIAMETER AND LENGTH. TRAM CARRIER LENNOX YORK BRYANT B-VENT(BY MECHANICAL [31 CONCRAACTOR TO SHIM CONDENSING UNIT TO THE MANUFACTURERS LEVELING CONTRACTOR)SIZE AS RECOMENDATIONS. irr- DETERMINED ON PLANS OR BY TO WATER EQUIPMENT MANUFACTURER HEATER _ 1 (WHICHEVER IS LARGEST) CLOSET ---; SA DISCHARGE ABOVE TO EXHAUST FAN SCHEDULE Z 4 cEUNc EQUIP. HP OR OPER Hw DRIVE CFM SP ELEC TYPE SONES MODEL MANUFACTURER REMARKS HYDRONIC PIPING r~ UNION TAG AMPS WEIGHT C �. CONNECTION BY = I EF-1 DIRECT 80 A25 0.22 AMPS 120 1 60 CABINET 0.8 LS-80L NUTONE 15 LES 1 4 3 5 c PROVIDE(2)OPENINGS OR ; 1 DIRECT 130 .375 1.0 AMPS 120 1 60 CABINET 2.0 QT-200 NUTONE 15 LBS 2 4 7 C DUCTS FOR COMBUSTION ;�H 3/4' �.1 PLUMBING EF-2 c AIR AS NOTED ON PLANS ��y- CONTRACTOR EF-3 DIRECT 80 .125 0.5 AMPS 120 1 60 CABINET 1.5 OT-80 NUTONE 15 LBS [1 HWS-q (FUTURE FAN) EF-4 DIRECT 100 .125 0.37 AMPS 120 1 60 IN-UNE 0.8 ILF-120 NUTONE 20 IRS CONTINUOUS DUTY 6 O �TPIPING [11 FAN CONTROL To BE PROVIDED BY DIVISION 16. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE 1 [21 INTERLOCK WITH FURNACE L1 FAN OPERATION. PRODUCTS [31 UGHT/FAN COMBINATION(AMPS LISTED DOES NOT INCLUDE 100 WATT BULB) COOK GREENHECK PENN CARNES BREIDERT BROAN NUTONE BY 141 PROVIDE FACTORY ROOF COWL AT ALL ROOF TOP PENETRATIONS. PLUMBING [5] PROVIDE SEPERATE SWITCH ON WALL. Q CONTRACTOR DX REFRIGERANT 7] PROVIDE WITH FACE MOUNTED FIRE DAMPER. GRILLES, REGISTERS AND DIFFUSERS PIPING CONNECTION PROVIDE WALL MOUNTING LLI FRAME AND LOLNERED RSD NOMINAL NECK MOUNTING C J FRONT ACCESS PANEL MATERIAL FINISH MANUFACTURER MODEL DESCRIPTION G FACE SIZE SIZE TYPE[2] J COORDINATE OPENING 1OX4 3 STEEL WHITE FLOOR HART&COOLEY 421 SUPPLY REGISTER WITH INTEGRAL VOLUME DAMPER Q PROVIDE(2)OPENINGS OR SIZE&OPENING WITH 100 [3] STEEL WHITE SURFACE HART&COOLEY 682 SUPPLY REGISTER WITH INTEGRAL VOLUME DAMPER DUCTS FOR COMBUSTION 1 1 GENERAL CONTRACTORI..I_ AIR AS NOTED ON PLANS 1 16xI6 3] STEEL WHITE SURFACE HART&COOLEY 24 SUPPLY DIFFUSER WITH INTEGRAL VOLUME DAMPER LL 12X12 131 STEEL WHITE SURFACE HART&COOLEY 24 SUPPLY DIFFUSER WITH INTEGRAL VOLUME DAMPER Z 10x4 [3 STEEL WHffE TOE NICK HART&COOLEY 420 SUPPLY DIFFUSER WITH INTEGRAL VOLUME DAMPER 2OX20 3 STEEL WHITE SURFACE HART&COOLEY 821 RETURN GRILLE WITH INTEGRAL VOLUME DAMPER CONDENSATE DRAIN TG-1 16X12 14X10 STEEL WHITE FLOOR HART&COOLEY 421 TRANSFER GRILLE I�C7�GAS REFER TO PLUMBING. DX REFRIGERANT Q PIPING TO r CONDENSING UNIT [1] LEAD IN DUCT SIZE AS SHOWN ON PLANS.PROVIDE SQUARE TO ROUND TRANSmON AS REQUIRED. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE PRODUCTS v [21 CONTRACTOR SHALL VERIFY All CEILING TYPES BEFORE ORDERING GRILLES,REGISTERS,AND DIFFUSERS. MERLAIRE KRUGER PRIG NAILOR CARNES FLOOR �iw cc [7] PROVIDE ALL TRANSITIONS INCLUDING SQUARE-TO-ROUND AS REQUIRED. UPFLOW HYDRONIC FAN COIL CONNECTION DETAIL 3 W Cn i SCALE:NT6 MD.Q2 UNIT HEATER SCHEDULE GAS WATER HEATER 2 m w EQUIP AREA SERVED TYPE BTU/HR WATTS ELECT OPER MANUFACTURER MODEL J� REMARKS O m scuE Mo�02 TAG (VOLTS) WEIGHT C UH-1 WATER ENTRANCE FREEZE PROTECTION FORCED AIR 2559 750 120 11 1 MARKEL Ell (1)PROVIDE MANUFACTURERS INTEGRAL THERMOSTAT AND WIRING KIT. SET AT 50 DEGREES F. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE tt 1 PRODUCTS ■ MARKEL,OMARK �M W SA DISCHARGE TO i�r 2ND FLOOR(AT TOWNHOMES) DRYER BOOSTER FAN SCHEDULE 0 [ [ DUCTWORK ROTATED 90'IN T EQUIP AREA SERVED TYPE DRIVE CFM AMPS HP OR ELECT OPER MANUFACTURER MODEL REMARKS VIEW FOR CLARITY.INSTALL TAG (WATTS) WEIGHT PER FLOOR PLANS. - DBF-1 LIVING UNIT DRYERS INLLNE DIRECT 150 .73 75.0 115 1 - FANTECH DBF4XL111,L21 Li- HYDRONIC [1]PROVIDE WTIH MANUFACTURERS PRESSURE SWITCH FOR LONG DUCT RUNS. LI_ PIPING CONNECTION [2]PROVIDE WITH MANUFACTURERS MOUNTING KIT. BY PLUMBING CONTRACTOR TRANSITION AS REQUIRED TO FIT BEHIND UNIT DX REFRIGERANT PIPING CONNECTION PROVIDE WALL MOUNTING FRAME AND LOUVERED FRONT ACCESS PANEL COORDINATE OPENING ER'g PROFFS SWIM GENERAL CONTRACTOR. �S+�S� G 1 N E,3�0 N 5112 F 'Tf OF AOP Q CONDENSATE DRAIN �TDIREFREWPIPING �fREFER TO PLUMBING. N T. 8p Iz_zP 07 SA DISCHARGE TO CRAWL SPACE REVISIONS: CITY WATER CONNECTIONS T0� REVIEW 12/14/07REVIEW 12/14/07 WATER HEATER CLOSET DOWNFLOW HYDRONIC FAN COIL CONNECTION DETAIL(X) SCALE'NIS M0.02 DRAWN BY: DATE: CMY 8/07/06 CHECKED: JOB NO: k1O STB 2006-02 SHEET NUMBER: elkhorn Mo.02 SHEET TITLE: EINI M� P-A HVAC SCHEDULES °A6NB-+X^+E^ I rA Rmuaesosea eur sse m Elm Oe6-aYW LX�... AND DETAILS KEY NOTES: M i 9 SD-2 8'0 I SD-2 8'0 - I O nj SEE 2/MO.2 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. °O 50 CFM 150 CFIA a rn N ry • _ -- _ ___.._._�_... L " ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. eo 00 GENDE AL CO LIMN CTORPLA SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR $ w I 8°Ipq "0 8" B"0 + O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S I RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. + + + COORDINATE ROUTING WITH FRAMING IN THE R&D. I MECHANICAL CONTRACTOR SHALL ROUTE(2)6"W SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR"TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SO.IN.. 4"m GE 4" GE - 'a^ © MECHANICAL CONTRACTOR SHALL ROUTE 4"0 B-VENT FLUE FROM WATER HEATER UP 25 CFM 10 10 25 CFM o I THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED ' 4"0 VENT 10 .� r r 0 10 4"0 VENT T PENETRATION AT FLOOR/CEILING ASSEMBLY. Q FF - Q O7 MECHANICAL CONTRACTOR SHALL PROVIDE(2)4"(12.5 SO.IN..)COMBUSTION AIR i i U 6" e 80 -I u` + - -C3—C7 DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE TERMINATE(1) AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF FLOOR. SEE DETAIL 1/MO.02. W 8"m I O ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3' 0" C 7 v 7 REFER TO TYPICAL UNIT MINIMUM SEPARATION FROM WINDOW OPENING GENERAL CONTRACTOR SHALL WRAP PLANS AT RIGHT FOR JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE 10 tltii WORK ON THIS SIDE OF BARRIER. REFER TO ARCHITECTURAL DETAIL ' 1 I. _ f 1 i BUILDING d 1a ROUTE DRYER VENT WITHN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. ° ° i8x1 =uT,« �L_ �Ua= "•..---_ _ !1 1 1 0 SA a. c. -7 �i 10 ROUTE 4'0 GE UP THROUGH ROOF WITH ROOF CAP. I•'- 1 11 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8"NEOPRENE if ` 6 ' 6 ` RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX CONNECTORS TO BE RATED FOR USE. 3 Fcu 0 MO.02 12 I 1 / 1 MOA2 o I MECHANICAL CONTRACTOR SHALL PROVIDE(2)66'COMBUSTION AIR OPENINGS WITH BUG SCREEN ON EXTERIOR WALL LOCATE(1)AT CEILING,(1)WITHIN 12'OF J7 k? ! FLOOR. �.c c 17 13 ROUTE 4"DRYER VENT UP THROUGH ROOF.TERMINATE WITH RESIDENTIAL DRYER VENT Q SD-2 8'0 ROOF CAP. 175 CFM + 175 CFM y 14 ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL COORDINATE LOCATION .. II I WITH PLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIREWATER SERVICE ENTRY + 80 IJ +I 80 +I 16 LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING GLASS DOORS. 1 L L SD-2 8"0 _ SD 2 8"0 + 6 175 CFM + 200 CFM 1 „� + CU BUILDING 2222 SECOND FLOOR HVAC PLAN w I.- SCALE 174 = 1-0 0 z ''�^^ i i + w VJ i I I _j � J . I 1U 3 C1U I CC LL Z EF 14 EF w o— + 4 3'-0"MIN � 4 14 } SD-I 8"0 4 4 I SD-I w 150 CFMm �li 1 9 I+ ZDco W �l ( O CmC I O 11 5 REFER TO TYPICAL UNIT e PLANS AT RIGHT FOR Y • WORK ON THIS SIDE OF w BUILDING ._____ co OF _._ f 1..� I DBF If I \. O y 0'S s.m 11 ' 7 SD-5 6" 2 l 1 CFM 100 CFM 12 2 12 - ( , I LL 100 4O SA J.. .._. 10a10 SA + IOxIO SA /. !. --- u� ° - _ I 6 2 2 6 Mo.o2 �) 2 �) MO.02 + 4 FCU 1i FCU 4 ( � + S`EREO PRope, 16 - M0.02 1 II 1 M0.02 ( SD-1 8"0 1 CFM 16 ` 75 12 So z OF T. BPS -2r'07 REVISIONS: I Qp CITY RENEW 12/14/07 DRAWN BY: DATE: I I CMY S/07/06 CHECKED: JOB NO: STB 2006-02 rSHEET NUMBER: BUILDING 2222 FIRST FLOOR HVA�C PLAN \O M2. 10 SCALE: 1 4 = 1-0 (s k h o r n SHEET nTLE: EN NJMEPM PA BLDG 2222 HVAC PLAN e,x.be m rzoBl am-�b �.M1N,e anon KEY NOTES: A o o j oqo Oi SEE 2/MO.2 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. h �o N IN! O ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. Go ;? o 0 O3 GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR CONDENSING UNIT PLACEMENT. Oa O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. O MECHANICAL CONTRACTOR SHALL ROUTE(2)ENE'SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR'TUNNEL'CONSTRUCTION. REFER TO ARCHITECTURAL FOR DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SQ.IN.. O MECHANICAL CONTRACTOR SHALL ROUTE 4"0 B-VENT FLUE FROM WATER HEATER UP THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED PENETRATION AT FLOOR/CEILING ASSEMBLY. O7 NOT USED (D ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0' MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP m JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE BARRIER. REFER TO ARCHITECTURAL DETAIL C O9 ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL N STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN d INSTRUCTIONS. 10 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8°NEOPRENE RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX 8 0 CONNECTORS TO BE RATED FOR USE. 1, ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL L $ 7 12 LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING 0 GLASS DOORS. 0 oL n Z Z) 2E 0 U LL1 F- 0 z o � uj _j -� F- Q 3 CU 3 CU t LL. EF ^L 4 17 3'-0'MIN � � L. { i V Q �..__ Z 4 �� SD-1 8°0 I _ 3i)CAM" I uj cr r�1 R i i C u u I co w H 11 j II it o� I m s F- 01 10 ' a a 25 C M.0 ___I1_ i 100 C 2 2 LL �._-.... , ... 2.- , 2 6 �(.... 2 (1YP) M0.02 i ' FCU 4 I \S,�EREO PROppsS/O 1 MO.02 SD-1 8"0 12 ��„� �G 1 N fF, 175 CFM 4 N 5112= _ OF T. BPS i I i — 12 I 1 1 REVISIONS: Qp CITY REVIEW 12/14/07 I i I DRAWN BY: I DATE a" 8/07106 CHECKED: JOB NO: STB 2006-02 SHEET NUMBER: 1 BUILDING 2222 FIRST FLOOR ADA HVAC PLAN �O M2. 10. 1 ■ SCALE. 1 4 = 1-0 e l k h o r n SHEET TITLE: ENGINEERS,PA BLDG 2222 HVAC PLAN ew.we m(zae)aaaouaa lae...la.ro �roa 06TE A006xbdr.dwg -2 8"b 25-GFM_-- - — Oj ROUTE DUCTWORK IN ATTC SPACE. ,+o oq q 8'b i b O2 ROUTE DUCTWORK WITHIN CRAWL SPACE, REFER TO ARCHITECTURAL DRAWINGS. a 0 0 ci O CONDENSING UNIT CONTRACTOR PLA SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR - S50 CFMb I FCU 3 I- O4 ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S i . .:150 CFM RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. 52 (D , M0.02 ( COORDINATE ROUTING WITH FRAMING IN THE FIELD. 4'/VENT 10 10 O b 4' GE O MECHANICAL CONTRACTOR SHALL ROUTE(2)6'x6'SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR"TUNNEL'CONSTRUCTION. REFER TO ARCHITECTURAL FOR e m 'b r DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO a d r BACK DRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS __--- t8x10 SA I SD-2 6'0 �I THAN 32.5 SQ.IN. - L 7 25 CFM EF - O6 MECHANICAL CONTRACTOR SHALL ROUTE 4"0 B-VENT FLUE FROM WATER HEATER UP THROUGH 18 N 1 p ENEETRATIONA FLOOR/CEILING ASSEMBLY TO TERMINATION CAP ON. OF ROOF. PROVIDE FIRE RATED 0it 1 ""--' O7 MECHANICAL CONTRACTOR SHALL PROVIDE(2)4•(12.5 SQ.IN..)COMBUSTION AIR •b g•q =-�._ _ '_.—�'J'-'-'-6--' DUCTS FROM 6°MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) ' 4"b GE ( (--� 8" 6 SD-2 6"b i iiI�'l/`fie�I� AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF FLOOR. SEE DETAIL 1-MO.02. 4'b VENT 10 c O 10 Ip 25 CFM 4 GE I`-- I O8 ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0' -- 4••a-� EF I Itt----I" MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP C (� --� t 10 JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE C EF —I A BARRIER. REFER TO ARCHITECTURAL DETAIL e 100 CFM b O I I ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL a 8'f SD-2 6"0 - INSTRUCTIONS. 1 STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN 8 i 7 25 CFM "m ROUTE 4'0 GE UP THROUGH ROOF WITH ROOF CAP. E VERIFY AND MPINTAIN MINIMUM CLEARANCE REQUIREMENTS FOR WATER HEATERS. rD SD-2 8"b'" O _.._ TYPICAL FOR ALL UNITS. SEE 2/M0.02 FOR ADDITIONAL COMBUSTION REQUIREMENTS. ° 18zi -� —t04�CFM 12 LOCATE FLOOR/CEUNG REGISTER IN FRONT OF NON-MOVABLE SECTION OF SUDING u IiGLASS DOORS.01_.--• REFER TO TYPICAL UNIT PLANS AT RIGHT FORROUTE 4"b DRYER VENT UP THRU ROOF AND TERMINATE WITH RESIDENTIAL STYLE 8 v I WORK AT THESE AREAS DRYER VENT.TERMINATION INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. OQ� 3 c 3 FCU 8NOT USED. b 333 13 o M0.02 1 I 15 NOT USED. ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL 8"m ( 1111 -CFM^b 12 LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL 1 SD-2 8°b 8°b O ! 17 PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL.COORDINATE LDCATION 175 CFM L—.--. _ -+I - WITH PLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIREWATER SERVICE ENTRY T-- ._.__,. CLOSET. CONNECT TO RANGE HOOD(BY OTHERS). T �D-2 8"m 12 8"b 200 CEM::::_12 i 7 :D 2 175 CFM Woo 2 BUILDING 2332 SECOND FLOOR HVAC PLAN z _ SCALE: , 4 =—1-0 1 , ' 3 3 CU CU < EF 1 1 16 LL 3'-0"MIN 4 3'-0"MIN / < z -- -- Q V CU 3 CU 3 - 4 i J 1 1 , , 2 } B 8 2 EF r ) cr J 4 i6 O i 5 � W 5 8 O m ---- 4 Fcu SD-1 8"m MO..02 1 ! 10` T5vcTm- 4, 18u % 1 — ! sD-1 s"m Y _. 25 CFMLu --- _ so CFM I( ,o`,ilo"sA I ,o".,o"SA 0• v a o a100 e ry/•y�— _�T-----Z�- 6 CEO _ EF .i .-.- (� 25 CFM ..........1 t cil 2 %100 CFM SD C5�8"0 2 J FM --- _ -_---- ...I SD 1 8"m t IOx1 'SA tox10 SA 100 CFM�� - _ 11 Oi J ..... ----1 �•,,, \S��,PED PROPEgs/o s M0.02 I REFER TO TYPICAL UNIT12 PLANS 1 LEFT FOR WORK AT THESE AREAS r OF I I I fN T. 9PS I 4 Fcu I i IvaB•cT/ 12 - Mo.02 1 I I 12 -- 12 - REVISIONS: OQCIN REVIEW 12/14/07 12 _ • i 17 1 I DRAWN BY: DATE: cMY 8ro7ro6 CHECKED: JOB NO: �- 3I f STB zao&oz (© SHEET NUMBER: 11 . elkhorn M2. 5--= �- SHEET TITLELE : ENCUNEEREI.P.A. BLDG 2332 ,=�."�" `" HVAC PLAN 1 BUILDING 2332 FIRST FLOOR HVAC PLAN �- �. �� ° : 1 4 = 1'-0 06"TFAOO6xbdr.dwg SCALE i KEY NOTES: 1O SEE 2/MO.2 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. y N N ' O SO-2 8'0 SO-2 8°0 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. N N c � a - " 50 CFM 150 CFM - GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR l50 CFM ! 150 FM_ ! O CONDENSING UNIT PLACEMENT. w-..:-..e� �...®.. .� e.:.,�. ...�_ _. ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S I RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. I 8"0 '0 8° 4 8"0 COORDINATE ROUTING WITH FRAMING IN THE FIELD. O5 MECHANICAL CONTRACTOR SHALL ROUTE(2)6'x6'SHEET METAL COMBUSTION AIR i { DUCTS WITHIN FLOOR'TUNNEL°CONSTRUCTION. REFER TO ARCHITECTURAL FOR j DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SQ.IN.. O MECHANICAL CONTRACTOR SHALL ROUTE 4'0 B-VENT FLUE FROM WATER HEATER UP I - - THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED 0� PENETRATION AT FLOOR/CEILING ASSEMBLY. 4"0 GE 40 GE ' ° 25 CFM 10 10 25 CFM o O MECHANICAL CONTRACTOR SHALL PROVIDE(2)4'(12.5 SO.IN..)COMBUSTION AIR 4 0 VENT 10 0 10 4"0 VENT S DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE TERMINATE(1) •—'� -.. __.. - - - ..,.,, _ AT CEILING,EXTEND(1)DOWN TO WITHIN 12 OF FLOOR. SEE DETAIL 1/MO.02. m -ca as ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0° E • --- - X I MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP C JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE 8"0 IJ 8'0 BARRIER. REFER TO ARCHITECTURAL DETAILL d 4 7 (E � O ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL V I STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN r 1 r E 1 INSTRUCTIONS. E ,I 100 CFM "_ - �' '�"`"'" 0 " YI - (- -I "1"- ' ` s----�f -1(`._ �. \. 100 CFM,.._ 10 ROUTE 4"0 GE UP THROUGH ROOF WITH ROOF CAP. _..,,1 18x10 , ,D SA o ' i — -- — I 1 17 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8'NEOPRENE L 3 --� --• —"'--""" RUBBER ISOLATION AND FLIX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX „ ;•q.a T I. _ T - - .---- ( CONNECTORS TO BE RATED FOR USE 6 6 12 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6"x6"COMBUSTION AIR OPENINGS WITH t Ys R i BUG FLOOR.SCREEN ON EXTERIOR WALL LOCATE(1)AT CEILING,(1)WITHIN 12°OF L gUg o M0.02 ® I -- - -- -----i I ® I 13 O CAP.ROUTE DRYER VENT UP THROUGH ROOF.TERMINATE WITH RESIDENTIAL DRYER VENTR 13 I � 1 4 ROUGH-IN _RE EV O DE WALL S 8"0 8'® 1 SD-2 Bb LOUVER.COORDINATEWITHARCHTTEC7URAL DETAILS VERIFY WITH ELECTRICAL 7-CFM 175 CFM 15 PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL COORDINATE LOCATION CWITH LOSET�MBINC DRAWINGS. UNIT TO BE LOCATED IN FIRE/WATER SERVICE ENTRY i6 LOCATE GLASSDOORS.CEWNG REGISTER IN FROM Of NON-MOVABLE SECTION OF SLIDING i 8"0 I ( Z I 77 SD-2 8"0 I, I SD-2 8°0 C 16 175 CFM 200 CFM i6 i c O U 2 BUILDING 2F222F SECOND FLOOR HVAC PLAN z o SCALE: 1/4 = V-O" w cn ! eo eo oe o� g � J J I— _.� _-•� ) 14 �r �, 3'-0"MIN L 7 i iD SD 4 SDI Q (`e 4 4 7 9 SD-1 8"0Al SD-1 8"0 9 �; Z 150 CFM 150 CFM I. Lu U REFER TO TYPICAL UNIT -RI R 0 co a fl � a ,THIS"UI LNG.. m FL 11 l_._::: Q - 6'0 c a 2 12 100 CFM 2 _--- u o o 10x1 1 `fit u a `r--OXIO SA - 1 0 SALL - - � _ 1 T T 1 , I MO.02 (TYP) , I 2 (TYP) MO.002 I. 4 i6 SD-1 8"0 M0.02 M0.02 D-1 8'0 16 175 CFM 11� 175 CFM PRO%P/ rin i I I fG'TE Of � 1s S01C80 SD- 80 fN T. B 0M2 P S L� I _ 15 I REVISIONS: I0 CITY REVIEW 12/14/07 FIRE R i ROOM ' DRAWN BY. DATE: CMY 8/07/06 CHECKED: JOB NO: STB 2006-02 SHEET NUMBER: BUILDING 2F222F FIRST FLOOR HVAC PLAN (® M2. 12 1 SCALE. 1 4 -—1-0 e l k h o r n SHEET TITLE ENCHNEER9,PA BLDG 2F222F W.-*­ .L )oesomo°6�0QO6 HVAC PLAN 1°6 I cxoeA Bo..,xrro aT�o. KEY NOTES: SD-2 8"0 200 CFM T50-CFM O1 ROUTE DUCTWORK IN ATTIC SPACE. q o 0 —40 O ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. sty I N N SD-2 8°0 O GENER SINGA TR TORPLA SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR 50 CFMgo ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. 8"0 .0 OS MECHANICAL CONTRACTOR SHALL ROUTE(2)8"x6"SHEET METAL COMBUSTION AIR I DUCTS WITHIN FLOOR"TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR - ( DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO 1\ i BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SO.IN.. 1 EF _-__ i O MECHANICAL CONTRACTOR SHALL ROUTE 4'0 B-VENT FLUE FROM WATER HEATER UP W D 2 6,0 1 _.,.,. ....,. Li ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED " n 25 CFM --- �I PENETRATION AT FLOOR/CEILING ASSEMBLY. riIr o { O7 MECHANICAL CONTRACTOR SHALL PROVIDE(2)4"(12.5 SO.IN.,)COMBUSTION AIR 25 CFM" 4"10 E 3 DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) I d 10 4"0 GE 4°0 VENT 10 O , AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF FLOOR. SEE DETAIL 1-MO.02. O8 ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-O" S r_-� __ ❑ ❑ EF ( MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP E h _ e JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE (aI,---- -"" ----"- 6'0 " 1 ""� \ BARRIER. REFER TO ARCHITECTURAL DETAIL d $ ' 'IL-------- x l 10%12 S4 /J --'-_--=_ B"® a �. O9 ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL 7 7r-- STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN 10 x12 SA _ I__ ( INSTRUCTIONS -,t it ' 20 -.�! (�.. f0 ROUTE 4°0 GE UP THROUGH ROOF WITH ROOF CAP. g�T 'i _-ai ii YT —'r 1 - "''''� ( 11 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1 8°NEOPRENE 18x10 I I � C�J \,_________ __ RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX ,may t77 - -•..,,� ".• C �:I:` I J j'"`� - '• _ `- CONNECTORS TO BE RATED FOR USE. U- 12 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6'x6'COMBUSTION AIR OPENINGS WITH - -- 8 BUG SCREEN ON EXTERIOR WAIL LOCATE(1)AT CEILING,(1)WITHIN 12"OF FLOOR. U FCU -.`J 13 NOT USED Q MO.02 1 ! �, 14 NOT USED -- ----_ �- 15 NOT USED SD-2 8"0 8'0 1 - 16 ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL ----- - SD-2 8"0 1 175 CFM - LOUVER,COORDINATE WITH ARCHITECTURAL DETAILS, VERIFY WITH ELECTRICAL. 175 CFM PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL COORDINATE LOCATION WITH PLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIREWATER SERVICE ENTRY _. -� --- CLOSET. VERIFY LOCATION ON EACH BUILDING. SHOWN HERE FOR CLARITY ONLY, TERMINATE ON EXTERIOR WALL. LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING GLASS DOORS. VERIFY AND MAINTAIN MINIMUM CLEARANCE REQUIREMENTS FOR WATER HEATERS. TYPICAL FOR All UNITS,SEE 2/M0.02 FOR ADDITIONAL COMBUSTION AIR SD-2 8"0 _ REQUIREMENTS. 175 CFM •'0 BUILDING 4224 SECOND FLOOR HVAC PLAN � I-- SCALE: 1/4"= 1'-O" I 1 7 I , W C/) 18 8 T i EF LLL 8 4 CU 3 W 3 16 201D CFM CL 0 EF 18 4 O 2 SDT56�F 4UJ 1 0 w 0co m J' 8 I �� 4" uj A ?/ -I ' ' _4co 17 UH 10"x12"SA- �❑ ❑�}!..-. } J --.a.___._-._ =., i 1800 SA i 10x10 SA i E F _-T 9 12 _ _. L-- -J _j 2 8 ' _ 25 CFM ..TLL i LL D O "� 20 }— (U 10X10'SA �. 1000 SA ---' �I - - ' S, MO.2 M0.2 p ; ___ _ 2 20 6 2 M0.02 5 RE8 PROPfIrz 19 175 So-i M0.02 1 f M) .mac+ G 1 T2 0 - -- r o 19 SO-1 8'0 Ilk F OF s N T. BP SD-1 8*0 I (-� REVISIONS: QO CITY REVIEW 12/14/07 , DRAWN BY: DATE: CMY 8/07/06 CHECKED: JOB N0: Irn STB 2006-02 SHEET NUMBERBUILDING 4224 FIRST FLOOR HVAC PLAN 1fII 1t M2. 13 SCALE: 174 = 1-0 (.=' 1/�fi ))� SHEET TITLE: `.l ENCYLLNJJEEttMIIIG,,=P.Alll111 tttlll IIIJJJ BLDG 4224 HVAC PLAN SD-2 8*0 SD-2 8 KEY NOTES: 9 Ul ROUTE DUCTWORK IN ATTIC SPACE. oq q 8"ll 1 SD-2 8'0 SD-2 8*0 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. 150 8"o 150 CFM 0 CFM.____ CFM CFM GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR 'cl clq ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. 8"0 1-0 B., 8"o I COORDINATE ROUTING WITH FRAMING IN THE FIELD. MECHANICAL CONTRACTOR SHALL ROUTE(2)6 x6 SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR"RUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OVI`LET SHALL NOT BE LESS THAN 32.5 SO.IN.. 7 MECHANICAL CONTRACTOR SHALL ROUTE 4*0 B-VENT FLUE FROM WATER HEATER UP T THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED q, PENETRATION AT FLOOR/COUNG ASSEMBLY. 4*0 GE 4' GE 25-CFM 4-0 VENT nio 25 CFM GA 11 nlO 4-0 VENT MECHANICAL CONTRACTOR SHALL PROVIDE(2)4-(12.5 SQ.IN..)COMBUSTION AIR DUCTS FROM 6'MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) t. 4"0 GE EF 0 0 AT CEILING,EXTEND 1 DOWN TO WITHIN 12"OF FLOOR. SEE DL7A1L ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0' S FS/ L MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP 4� 8"0 Li 8*0 c C." I 110"XIO9 JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE c UNIT BARRIER. REFER TO ARCHITECTURAL DETAIL REFER TO TYPICAL III PLANS AT RIGHT FOR 10*xI0"SAEF WORK ON THIS SIDE OF ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL I FJ"-"- BUILDING STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN 20 I INSTRUCTIONS. Elm -1 100 CFM ��I ROUTE 4"0 GE UP THROUGH ROOF WITH ROOF CAP.8x SA Q o S i—------ IT - EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8*NEOPRENE RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX 6-0 "N,) (D CONNECTORS TO BE RATED FOR USE. =T—_ 1 1 2 6 0 BUG SCREEN ON EXTERIOR WALL LOCATE(1)AT CEILING,(1)WITHIN 12'OF 0 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6'x6'COMBUSTION AIR OPENINGS WITH r3 IV�FCU FCU 3 Z 1 99. �.02I I MO.02 FLOOR. @ NOT USEDgg8 NOT USED li 1 8 N 5 SD-2 11 NOT USED 8 2 111—UP�F. 175 CFM ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL ------- LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL.COORDINATE LOCATION WITH PLUMBING DRAWINGS. UNIT TO BE LOCATED IN nRE/WATER SERVICE ENTRY CLOSEF. VERIFY LOCATION ON EACH BUILDING. a"o SHOWN HERE FOR CLARITY ONLY, TERMINATE ON EXTERIOR WALL LOCATE FLOOR/CEILING REGISTER IN FROM OF NON-MOVABLE SECTION OF SUDING GLASS DOORS. 9 SD-2 Rd VERIFY AND MAINTAIN MINIMUM CLEARANCE REQUIREMENTS FOR WATER HEATERS. 2 FM 0'0 CFM 200 CFM TYPICAL FOR ALL UNITS.SEE 2/MO.02 FOR ADDITIONAL COMBUSTION AIR _L El'ZSD�-2�O REQUIREMENTS. F 0 BUILDING 322223 SECOND FLOOR HVAC PLAN Imo..SCALE: 1/4 = V-0" 2: 1 � uiv� 18 8 EF 1 CU T 0 16 CU CU _j 3 3 EF 3 < 16 T TU 4 LL 4 SD-1 10"0 EF 16 3'-0"MIN < z 250 CFM 31-0"MIN 4 ui < SD-1 8-0 4 4 4 SD-1 8"0 -1=Fg- "o SD 8" 1 0 CFM 150-1 C FM 9 EF G) Lu LTYPICAL UNIT 6 0 4'0 VENTRIGHT FOR WORK ON THIS SIDE OF 7L SD- 8 25 CFM ui UH /IF 17 co........... 0 +1 a 1800 SA i jI0x10 SA D8Fr. ------ SD-5-6.I A(-,\ 2 IDO CFM SD- '�l Fl�' \_1/'�11 11 1 0 8"o Crum 25 CFM 0 2 u W 20 ul — __ M LL lin ri IFE9 ri SA xl 0 SA I , ' lOxIO SA LL .2�� 4 j FCU r A < 2 �2 (T) M0.0202 vi 6 2 2-1 8 0 p 5 CFM M0.02 1 it D-1 8" 175 CFM 19 ,S`,RED PROpff aoj5112ir T.F REVISIONS: ZLOTY REVIEW 12/14/07 DRAWN Sr. DATE: CMY 8/07/06 I CHECKED:sn j"200:"2 SHEET NUMBER: BUILDING 322223 FIRST FLOOR HVAC PLAN M2. 14 RX-1. 1�4 =1�-O I ke h SHEET TITLE: CNCWNE:rR3,P-A. BLDG 322223 . HVAC PLAN SD-2 8'0 -125 CFM 125 CFM KEY (VOTES. yg O1 ROUTE DUCTWORK IN ATTIC SPACE. O i 1 I O2 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. y ci m SD-2 8"0 _ 8"0 8"0 1 -,200 CFM GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR a N --- 9 i i i CONDENSING UNIT PLACEMENT. O4 ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. FCU 3 ( COORDINATE ROUTING WITH FRAMING IN THE FIELD. 50 CFM 1 1 M0.02 MECHANICAL CONTRACTOR SHALL ROUTE(z)6"x6'SHEET METAL COMBUSTION AIR 4' GE \\\ DUCTS WITHIN FLOOR"TUNNEL'CONSTRUCTION. REFER TO ARCHITECTURAL FOR 4.0 VENTS, 51 10 i DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO _ _._.e,._..._ BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS 8'0 i "0 --- f - .=.._..-- THAN 32.5 SO.IN.. 8x10 SA o Q 1 I _ 8 MECHANICAL CONTRACTOR SHALL ROUTE 4'0 B-VENT FLUE FROM WATER HEATER UP 7 25 CFM"0 EF I - -- O THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED PENETRATION AT FLOOR/CEILING ASSEMBLY. MECHANICAL CONTRACTOR SHALL PROVIDE(2)4'(12.5 SO.IN..)COMBUSTION AIR DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF FLOOR. SEE DETAIL i/MO.02. o I ! Z ' - 0 G 6 r a O8 ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0' C - x " 25 CFM 4 SD-2 6"0 11 u O1 "10 E - - 8'0 25 CFM °I° - MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP -4"0 VENT 10 0 � 4 GEmoJOISTS WffH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE C _ ! ._v.,__ a"0 GE ...-._-._._ EF10 U-:4P BARRIER. REFER TO ARCHITECTURAL DETAIL.EF 1 ` e z FFF""" � _ ( O9 ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN •— T' \r:' .._.. 100SD-SD- 8"0 0 .� _- INSTRUCTIONS. -t---__ 100 CFM 10'x10 SA g"0 ' = O a g -- --- rt^'•, V 1 8 0 10 ROUTE 4"0 GE UP THROUGH ROOF WITH ROOF CAP. t EF V1 in 11 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8"NEOPRENE E �._...._ RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX � 1 ( - Lam_ _ - i T ( CONNECTORS TO BE RATED FOR USE. L 0 _...._ �-- _ ._ o 100 CFM ... ,20 f'G- SD-2 '.. Q ..._.,.�.._ - -" II- _ � 12 MECHANICAL CONTRACTOR SHALL PROVIDE(2)8"x6"COMBUSTION AIR OPENINGS WITH i8x10,:SA -x 1 M i BUG SCREEN ON EXTERIOR WALL. LOCATE(1)AT CEILING,(1)WITHIN 12'OF b _ T FLOOR. _....-'-� T 6"0 REFER TO TYPICAL UNIT \ L g � 1 E 13 NOT USED �-'' C� h 6 - V PLANS AT RIGHT FOR Q WORK AT THESE AREAS 14 NOT USED 3 FCU O ❑ _ I I 15 NOT USED ROUGH- N FOR FUTURE CHANICAL CRAWL SPACE ^-" "•""'".--- ' `�^ '" � 8"0 0-2 8"0 i6 LOUVER.I 000RDINATEE WITH EARCH VENTILATION ITECTUURAL DETAILS. PROVIDE WALL VERIFY WITH ELECTRICAL S0 CFM __ _._._.._______._ _ -._.._-_..___• 17 PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL.COORDINATE LOCATION SD-2 8'0 8"0 Oi 175 CFlA i W�PLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIREWATER SERVICE ENTRY SHOWN HERE FOR CLARITY ONLY, TERMINATE ON EXTERIOR WALL. LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING GLASS DOORS. SD-2 8"0 i VERIFY AND MAINTAIN MINIMUM CLEARANCE REQUIREMENTS FOR WATER HEATERS. TYPICAL FOR ALL UNTTS.jSEE 2/M0.02 FOR ADDITIONAL COMBUSTION AIR I REQUIREMENTS, i SD-2 80 9 200 CFM � BUILDING 323323 SECOND FLOOR NVAC EPLANLU � p SCALE:3 16"= i-0 z 3 3 V CU CU W v, EF 1 1 1 J 6 II}L 3'-0"MIN-0"MIN 4 3'-0'MIN LL T OS 'O8 < Z CU { EF4 EF 12 4 1 a 125 CFM 16 1 i 16 4 " I N p -,-- 9 I h i C'3 M 3'-0"MI 8 2 I�I 5 z LL 8 }} �i - __ _ 4 Fcu aLu CU �' U.. SD-156 CFI' I 4 . 1 ,o m j/ ,."I 150 CFM 8 90"x10"SA- V "x.0"S4 _____ -___ Y=`=` 20 10 L 6_-4'0 VENT `25.0 e v^ 100 m c> a m m 125 CFM � �- �.. 01 tQ71 17 1 2 .-.:__.._...,�,ry EF =i .. -2 6"0 EF 1 rR� (. �..._.._...._.' '�� _. p __ 1 — I.___ ) _. 7� .I �_�..�:: f'_''_'_ ;._' �25 CFM �1 L...._. LL 6 I 18x10 SA 10x10 SA BIT _... .�. ._:W rT1 2 SD-5 6'0 I i I 2 a 12 -" J 100 CFM SD-5 8 0 - _ c, m m ga _- 25 CFM i U Fn = u �-1i 10x10.SA4 1000 SA 1 1191 100 CFM I 4 Fcu 2 / a Z 2 REFER TO TYPICAL UNIT ,S�Q,ED PROFESf M0.02 %''� PLANS AT LEFT FOR QG\S SimN WORK AT THESE AREAS W � ---------- — — ----------1 112 m 19 f2-28-07 SD-1 8"0 1 19 200 CFM _- _ - REVISIONS: ACrTY REVIEW 12/14/07 - 2 0 F 1 i DRAWN BY: DATE: CHECKED: JOB N0: Sn 2006A2 1 SHEETNUMSER: BUILDING 323323 FIRST FLOOR { VAC PLASM (O M2. 15 u SCALE:3716 = 1-0 �11Ahh . SHEET TITLE: ENCiNEEREA,PA BLDG 323323 HVAC PLAN KEY NOTES: "" moo M � 8 O ROUTE DUCTWORK ABOVE CEILING WITHIN ROOF JOISTS. COORDINATE WITH FRAMING c IN THE FIELD. .3 0o a O ACCESS DOOR IN CEILING BY GENERAL CONTRACTOR, g N N O3 GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR a' w CONDENSING UNIT PLACEMENT. I O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,INTO CRAWL SPACE TO FAN COIL UNITS. COORDINATE ROUTING j WITH FRAMING IN THE FIELD. O MECHANICAL CONTRACTOR SHALL ROUTE(2)4"0 PVC COMBUSTION AIR DUCTS FROM SEALED COMBUSTION WATER HEATER UP THROUGH ROOF.TERMINATE ON BACKSIDE OF ROOF.ONE 0 6"AFF&ONE®6"BELOW FINISH CEILING. © ROUTE(2)3"PVC INTAKE/VENT PIPING FROM FURNACE UNIT UP THROUGH ROOF. SEE DETAIL M/0.02 O ROUTE 4"0 GE UP THROUGH ROOF WITH LOW PROFILE ROOF TERMINATION CAP(PAINT TO MATCH ROOF COLOR). OS PROVIDE(2)TRANSFER GRILLES,TG-2,AT FLOOR BENEATH DRYERS.EXTEND SHEET METAL COLLAR DOWN THROUGH INSULATION INTO CRAWLSPACE.INSTALL GRAVITY WEIGHTED BACKDRAFT DAMPER. O ROUTE DRYER VENT TO WALL VENT CAP. c 10 ROUTE 8"0 GE UP THROUGH ROOF WITH LOW PROFILE ROOF TERMINATION CAP(PAINT TO MATCH ROOF COLOR). d ii PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT.PROVIDE WITH LOCKING COVER. 12 MOUNT FURNACE ON FLOOR WITH OVERHEAD SUPPLY AND RETURN DUCTWORK. o 0 V U 13 CONNECT OSA DUCT TO RETURN AIR DUCTWORK.SET OSA DAMPER TO DELIVER 300 CFM.INSULATE TO UNIT WITH 1"BATT INSULATION. � dddSSSS aS 14 PROVIDE FLEX CONNECTION BETWEEN DUCT MAINS AND FAN COIL U j3 15 PROVIDE FIRE DAMPER ASSEMBLY WITH ACCESS PANEL AT WALL OR CEILING, t+ WHEREVER FIRE RATING OCCURS. !_ 16 PROVIDE 16"XB"OSA PENETRATION THROUGH SOFFIT WITH GRILLE AND BUG SCREEN. ©�© 17 ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL Q 333 LOUVER. COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL. 18 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. 19 MECHANICAL CONTRACTOR SHALL ROUTE 4"0 FLUE FROM WATER HEATER UP THROUGH - ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. 20 MECHANICAL CONTRACTOR SHALL PROVIDE(2)4"(12.5 SQ.IN-)COMBUSTION AIR DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF FLOOR. 21 TERMINATE DRYER VENT THROUGH ROOF WITH ROOF CAP. O RETURN AIR GRILLE/ACCESS PANEL TO TERMINATE AT WALL. O FIRE DAMPER®EXHAUST FAN.PROVIDE WITH EXHAUST FAN OR BUILD INTO ASSEMBLY. 24 SWITCHED WITH LIGHTS. 1�j— � r to -- �—r-- �I II 1" SD-3. 10"0 275 CFM (� 1 275 CFM a_i� I I 150 CFM - — 1 - I �L2�i1. �(21TC=L I 150 CFM" _ �Iui F � 14"X10" ti 14"x10" I LB"O SA 1a _ , 200 CFM 8"0 SA 150 CFM 350 CFM" 8"0 SA 8'0 SA z rc-1 I ui 14"X10" ( W m 5o cFM j -ei SA T 8"0 SA _ 1UJ 19 __ _ ..�T 7 6 GE 21 % (.➢--- I EF L L= - 22 8"0 GE iT cz a I a 4 ~ J. 50 CFM" --... 't � T I a 1 EF 8"0 SA _ LL I 50 CFMj- 19 4 �f FCU — I 15 1 =- ._ I 8*0 Gq ( r - :M0.02 7� S0 5FM,0 �. I 50 " 1 . EF I _. Li J; (TYP 14 20N 4:.. .". ,.. 2 20 — — SD-31 8 3"p r � 200 CFM ;( � .V TG-2 TG-2. ii x16,� '..._• I 18 41 4 _L____.J 1 3F -- F 14 1 1 —! 8"0 SA S`V,PED PRO)"rs - ,.� 61 OSA I 0.02 8"0 ! �� AG-I�M-f6 } I ( 5ff2 0 --- --- -- 4 DF `o�z --9- _- 4 - EF 17 13 16 PI 0 CFM 150 CFM i �FA' T. BPS CU CU " I - -� 3 3 2 3 L------------------_—._ - --- --- .__._. .._J REVISIONS: EF 17 Qp CITY REVIEW 12/14/07 a DRAWN BV: DATE: CMY &07/06 CHECKED: JOB NO: STB 2006-02 60, /� SHEEP NUMBER: COMMUNITY BUILDING HVAC FLOOR PLAN \��l M2. 16 SCALE: 1 4 1-0 old�k U©r m SHEET nnE: ENaNEERB,PA COMMUNITY BLDG HVAC PLAN .EK Lw I I 1 3� � r`tnoo 0 0 1 SD-2 8'0 SD-2 8"0 A' Q _CFM ,50 CFM 1 11 KEY NOTES: g rA FM SEE 2/MO.2 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. ,,, N N O ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. ,� a W. go GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR I CONDENSING UNIT PLACEMENT. I I'' O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. O MECHANICAL CONTRACTOR SHALL ROUTE(2)6"x6"SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR"TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR - ' DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO 25 CFb1" 4"0 GE ,y 4"0 GE 25 CFM" BACKDRATT FLAPPER ALLOWED). FREE AREA OF CAP OUTI.ET SHALL NOT BE LESS 10 10 n THAN 32.5 SO.IN.. ' 4"f VENT 10 10 4"0 VENT MECHANICAL CONTRACTOR SHALL ROUTE 4"0 8-VENT FLUE FROM WATER HEATER UP O C} i` THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED 6"f x EF �-/�,}e 6 0 PENETRATION AT FLOOR/CEILING ASSEMBLY. MECHANICAL CONTRACTOR SHALL PROVIDE(2)4•(12.5 SQ.IN..)COMBUSTION AIR /� tD 8•0 DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) � ' 7 { 7 AT CEILING,EXTEND(1)DOWN TO WITHIN 12 OF FLOOR. SEE DETAIL 1/MO.02. C //```` ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0" M t r I �' C"'y ._-.LL(f^=` t---"L '� +Q_.�1 t00.:CEM-_ h MINIMUM SEPARATION STIFFER TO ARCHITECTURAL DETAIL GENERAL CONTRACTOR SHALL WRAP .$ -__...100 CFM 1lt u. I JOISTS WITH FIR RATING(WHERELE TO AVOID DUCT PENETRATION OF FIRE a ci 18x1 I- -� 3. I � �.,L® �� 18x10 SA �,� ROUTE DRYER VENT WITHIN JOIST MANUFACTURERSPROVIDE RESIDENTIAL S DRYER VENT TERMINATION INSTALLED PER WRITTEN !J 0 0 Q " INSTRUCTIONS. ti ({ 6 6 10 ROUTE 4'0 GE UP THROUGH ROOF WITH ROOF CAP. i I S i 3 $� 11 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8•NEOPRENE *' RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX __-_-____ M0.02 e ® M0.02 CONNECTORS TO BE RATED FOR USE. i _ 12 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6•x6"COMBUSTION AIR OPENINGS WITH 8°f ! 8"® H.; BUG SCREEN ON EXTERIOR WALL. LOCATE(1)AT CEILNG,(1)WITHIN 12'OF �QD Ja 2 1 SD- 8"0 SD-2 8"0 16 175 CFM 175 CFM rl 13 ROUTE 4•DRYER VENT UP THROUGH ROOF.TERMINATE WITH RESIDENTIAL DRYER VENT ROOF CAP. ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL ii LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL ' PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL COORDINATE LOCATION 8"f ' ! t5 WITH PLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIRE/WATER SERVICE ENTRY I CLOSET. L ' L LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING • GLASS DOORS. I SD 2 8"0 1 I 200 B"0 1 17 ROUTE DUCTWORK ABOVE CEILING WITHIN ROOF JOISTS. COORDINATE WITH FRAMING � 175 CFM i � 200 CFM .__t � IN THE FIELD. 18 ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,INTO CRAWL SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. 88 MECHANICAL CONTRACTOR SHALL ROUTE(2)4"0 PVC COMBUSTION AIR DUCTS FROM SEALED COMBUSTION WATER HEATER UP THROUGH ROOF.TERMINATE ON BACKSIDE OF BUILDING C06i= SECOND FLOOD I1VAC PLAN ROOF.ONE LD 6•AFF k ONE®6"BELOW FINISH CEILING. SCALE: 1 4 = 1-0" 0ROUTE(2)3•PVC INTAKE/VENT PIPING FROM FURNACE UNIT UP THROUGH ROOF. SEE DETAIL M/0.02 22 ROUTE 4"0 GE UP THROUGH ROOF WITH LOW PROFILE ROOF TERMINATION CAP(PAINT W TO MATCH ROOF COLOR). CD `, Q 23 ROUTE DRYER VENT TO WALL VENT CAP. ui O24 PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT.PROVIDE WITH LOCKING COVER. J 25 MOUNT FURNACE ON FLOOR WITH OVERHEAD SUPPLY AND RETURN DUCTWORK. I- Q e O e O O O O� O e 26 CONNECT OSA DUCT TO RETURN AIR DUCTWORK.SET OSA DAMPER TO DELIVER 200 CFM.INSULATE TO UNIT WITH 1"BATT INSULATION. LL 27 PROVIDE FLEX CONNECTION BETWEEN DUCT MAINS AND FAN COIL < z 25 O 14 //��1�\\\ 3'-0'MIN F 1 27 19 14 ® ' 28 PROVIDE 16•x8"OSA PENETRATION THROUGH SOFFIT WITH GRILLE AND BUG SCREEN. ^ w 6_ ,6 _ 8 $ { m f, 200 CFM IN"-1;12z1 JYI{ ;V,:u i SD-1 8"f_ -' a 1 4 - SD-1 8"0 120O CFM 111 _ l " 0 CFM _ " 9 - ( SD-1 8"0 9 I S 8^O.�SA 200 CFM LI 150 CFM 150 CFMco w N - 17 10"x10" 8 a m ,n m •' m < 'm 10•0 SA Q' t O W r 24 ID;U _ 22 200 CFM 2 SD-5 "f 11 SD-5 6"f 2 I " 100 CFM 100 CFM SD-5 I( 100 CFM -� -SD-4 0"0 12 25 CFM 12 300 _ }I I ! ,' toil ,aSa—/ f e ,oxtesA 1ONX 10 sA 32 1 LII.�i 1 t"d 16 T 2 ✓, �, 2 T g ... � Mo.02 ) 2 - 2 ) MD.02 II m � 4 ---------- 16 4 SD-1 8"0 ^ M0.02 e 5 e M0.02 - SD-1 8"0 .SS,RED PROFFS 175 CFM I ( 175 CFM 16 '.� 45��'�D I N f4, 300 0'f � 300 4 51 ° T. BPS 16 SD-1 8"f -�� SD-1 8"0 ' -�-07 L' 200 CFM 16 , ! 3 I REVISIONS: cITrRFVIEw 12/14/07 u� rm"p, DRAWN BY: DATE: CMY 3rov06 OHECKED: JOB N0: SIB 2006.02 BUILDING COM22 FIRST FLOOR 11VAC PLAN �2.MBER: SHEET TRLE: EN®RVEEFl9.PA HVAC N B«v.^� Ph 1�.1 aS6 0666 COM22 °0'4S60e'D BUILDING VJ�O eeeGQQQ��}� M w V�J H N ,o Cr W I PLUMBING AND PIPING LEGEND PLUMBING DRAWINGS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION GENERAL NOTES: �+ COMPRESSED AIR DIRECTION OF ROW DIAPHRAGM VALVE 1) PRINTS MUST BE RENEWED FOR ACCURACY BEFORE STARTING THE JOB. ABSOLUTE ACCURACY OF THE DRAWINGS AND SPECIFICATIONS CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN -COND CONDENSATE DRAIN - D REDUCER DOWNSPOUT NOZZLE MADE TO COORDINATE THE LOCATIONS OF EQUIPMENT&PIPING,IT IS THE RESPONSIBILITY OF THE m --CDA CLEAN DRY AIR C PIPE DROP CONTRACTOR TO COORDINATE EXACT REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. O a- FLOOR DRAIN ROUND OR SQUARE CHECK ALL INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING BID OR CO2 CARBON DIOXIDE E PIPE DROP �- FLOW METER FABRICATING AND INSTALLING WORK. III CWR CONDENSER WATER RETURN PIPE RISE �] 2) THESE GENERAL NOTES APPLY TO ALL PLUMBING DRAWINGS IN THIS SET AND SHOULD BE a FLOW SWITCH TREATED AS IF THEY ARE REFERENCED TO THE ENTIRE SET. CIIIB CONDENSER WATER SUPPLY -O PIPE RISE -CHWR CHILLED WATER RETURN VENT THRU ROOF FLOOR SINK 3) THE CONTRACTOR IS TO PROVIDE A FULLY OPERATIONAL WASTE AND VENT AND DOMESTIC WATER �i'iQ ROW VALVE SYSTEM. THE CONTRACTOR IS TO INSTALL ALL OF THE PIPING,ACCESSORIES,AND FIXTURES PER E -CHWS CHILLED WATER SUPPLY I WALL CLEAN-OUT THE LATEST ADOPTED VERSION OF THE UPC,IMC,IBC,NFPA,AND THE AHJ(AUTHORITY HATING (.'W DOMESTIC COLD WATER FLOOR CLEAN-OUT �El ) GAS METER JURISDICTION). NOTHING IN THESE PLANS IS TO BE INTERPRETED AS TO ALLOW THE CONTRACTOR GLOBE VALVE TO PROVIDE INSTALLATIONS THAT ARE NOT PER CODE OR THE AHJ. i --------- DEMO ITEMS -ter GRADE CLEAN-OUT l.e/� GW GREASE WASTE 3 PIPE CAP 'L! INUNE TEMPERATURE GAUGE 4) ALL DESIGN PRODUCT DATA IS FOR THE ITEM USTED ONLY. SUBMITTAL DEVIATIONS WILL BE THE w �C SOLE RESPONSIBILITY OF THE CONTRACTOR. RENEW BY THE ARCHITECT OR ENGINEER DOES NOT U HE HELIUM �I CHECK VALVE Iv' PLUG VALVE / ** RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES FOR THE PRODUCT TO PERFORM OR m � D'4 OUTSIDE STEM AND YOKE PHYSICALLY FIT FOR THE APPUCATION AS INDICATED IN THESE DRAWINGS. ALL COORDINATION FOR R HOT GLYCOL RETURN ---D4-�l�FD� DOUBLE CHECK ASSEMBLY THE NEW PRODUCT WITH THE OTHER TRADES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. -RCS RECIRC PUMP HOT GLYCOL SUPPLY as THIS INCLUDES,BUT IS NOT LIMBED T0;PHYSICAL DIMENSIONS,WEIGHTS,ELECTRICAL � REDUCED PRESSURE CHARACTERISTICS,ETC. NO ADDITIONAL COSTS TO THE OWNER WILL BE ALLOWED DUE TO ©�© HPC HIGH PRESSURE CONDENSATE '4y4�� ro� BACK ROW ASSY. p� TEMPERATURE CONTROL VALVE SUBSTITUTIONS. C I;PS HIGH PRESSURE STEAM U'�J CONTROL VALVE 5) THE CONTRACTOR FOR THIS WORK NEEDS TO PROVIDE ALL CONNECTIONS TO THE CIVIL WORK FOR HW DOMESTIC HOT WATER Dl?' PRESSURE REDUCING VALVE THERMO WELL ALL UTILITIES AND SERVICES SPECIFIED OR DRAWN IN THIS SET. �F HWC- DOMESTIC HOT WATER RECIRCULATION PRESSURE REGULATOR 6) ALL PIPING INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED ON WARM SIDE OF INSULATION. - HWR HEATING WATER RETURN 7, EXPANSION TANK 7) CONTRACTOR TO VERIFY ALL TERMINATION'S,TYPE AND LOCATION,WITH THE ARCHITE OWNER i HWS HEATING WATER SUPPLY -�YN.C. BALL VALVE(NORMALLY CLOSED) C'f� -I��- BALL VALVE(NORMALLY OPEN) AND THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. INSTRUMENT AIR ROOF DRAIN 8) INFORMATION REGARDING THE SIZE AND LOCATION OF EXISTING UTILITIES IS BASED ON OUR IDW INDIRECT WASTE GATE VALVE UNDERSTANDING OF THE EXISTING SYSTEMS. THERE ARE NO AS-BUILT OR VERIFIED DESIGN 181 AGA RATED GAS VALVE DRAWINGS AVAILABLE. ALL EXISTING CONDITIONS THAT COULD AFFECT THIS INSTALLATION SHALL BE LPG- UOUEFIED PETROLEUM GAS q OO OVERFLOW DRAIN VERIFIED BY THIS CONTRACTOR PRIOR TO BEGINNING NEW WORK. �S+UPC- LOW PRESSURE CONDENSATE THREE WAY CONTROL VALVE UPS LOW PRESSURE STEAM FLEXIBLE PUMP CONNECTOR FPO VERTICAL VALVE -�I�- UNION -MA MEDICAL AIR (� IECC PLUMBING -�JPC MEDIUM PRESSURE CONDENSATE -0Tcl SOLENOID VALVE Q CYI VACUUM RELIEF VALVE _MPS_ MEDIUM PRESSURE STEAM -i"yi STRAINER _�l- �+ -mJ MEDICAL VACUUM PRESSURE RELIEF VALVE ryl ty, MANUAL AIR VENT NOTES- PRESSURE NITROGEN VJ THE FOLLOWING VALUES REPRESENT THE MINIMUM CODE O N20 NITROUS OXIDE WATER HAMMER ARRESTOR T REQUIREMENTS AS OUTLINED IN THE INTERNATIONAL ENERGY Q CODE.REFER TO PROJECT SPECIFICATIONS FOR ACTUAL THERMOMETER AUTOMATIC AIR VENT r 1 -TUG- NATURAL GAS jj''�� REOIREMENTS,WHICH MAY BE MORE STRINGENT. `J �ti.L,, tNPW NON POTABLE WATER � CIRCUIT SETTER ODL OVERFLOW DRAIN LEADER 0 1. DOMESTIC COLD WATER-ALL SIZES-1/2'THICK 0 PHWR POTABLE HOT WATER RETURN PRESSURE GAUGE ® POINT OF CONNECTION TO EXISTING INSULATION PHWS- POTABLE HOT WATER SUPPLY HOSE BIBS 2. DOMESTIC HOT WATER(NON-RECIRCULATED)-ALL uj PW POTABLE WATER IN-LINE PUMP SIZES-1/2'THICK INSULATION J RDL ROOF DRAIN LEADER Q SD- STORM DRAIN � IN-LINE PUMP SS SANITARY SEWER QUICK DISCONNECT L.L TPW TEMPERED POTABLE WATER BREAK LINE < z TWIT TEMPERED WATER RETURN t?* STEAM VALVE 1 1 1 0 TWS TEMPERED WATER SUPPLY - H BUTTERFLY VALVE ----V---- VENT BALANCE VALVE r 1•�, NOTE: ALL SYMBOLS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. v c + PLUMBING AND PIPING ABBREVIATIONS E EXISTING CW DOMESTIC COLD WATER HW POTABLE HOT WATER SUPPLY P/T PRESSURE/TEMPERATURE UNFlN UNFINISHED W FUTURE CW/ COORDINATE WITH HWC DOMESTIC HOT WATER RECIRC PHWR POTABLE HOT WATER RETURN UNO UNLESS NOTED OTHERWISE w N NEW CWR CONDENSER WATER RETURN HWR HEATING WATER RETURN PHWS DOMESTIC HOT WATER UPC UNIFORM PLUMBING CODE Co :DO m D DEPTH CWS CONDENSER WATER SUPPLY HWS HEATING WATER SUPPLY PN POST INDICATOR VALVE L LENGTH CX CONNECT TO EXISTING PLBG PLUMBING C WIDTH LA INSTRUMENT AIR POC POINT OF CONNECTION V VENT/VOLT 6_ 0 AT DEL DOUBLE IBC INTERNATIONAL BUILDING CODE PRV PRESSURE REDUCING VALVE VA VALVE 0 DIAMETER/PHASE DCBP DOUBLE CHECK BACKFLOW ID INSIDE DIAMETER PSF POUNDS PER SQUARE FOOT VAC VACUUM Y L ANGLE PREVENTOR IOW INDIRECT WASTE PSI POUNDS PER SQUARE INCH VEL VELOCITY # NUMBER/POUND DEG DEGREE IE INVERT ELEVATION PVC POLYVINYL CHLORIDE VENT VENTILATION DET DETAIL IMC INTERNATIONAL MECHANICAL CODE PW POTABLE WATER VERT VERTICAL ABS ACRYLONITRILE BUTADIENE SIRtRENE DIM DIMENSION IN INCH VIF VERIFY IN FIELD ABV ABOVE DISCH DISCHARGE IND INDIRECT R RISER VOL VOLUME ACOUST ACOUSTICAL DN DOWN INSUL INSULATION RAD RADIUS VRV VACUUM RELIEF VALVE ADA AMERICAN DISABILITIES ACT DSN DOWNSPOUT NOZZLE INT INTERIOR RD ROOF DRAIN VTR VENT THRU ROOF ADJ ADJUSTABLE DSP DRY STANDPIPE IPC INTERNATIONAL PLUMBING CODE RDL ROOF DRAIN LEADER AFC ABOVE FINISHED CEILING DWG DRAWING RE: REFERENCE AFF ABOVE FINISH FLOOR J-BOX JUNCTION BOX REFG REFRIGERATION/REFRIGERANT W WEST/WASTE AFS ABOVE FINISH SLAB E EAST JST JOIST REINW WITH ��++ ALT ALTERNATE EA EACH REL F RELOCATEE W/o WITHOUT rr ALUM ALUMINUM EFF EFFICIENCY KW KILOWATT REM REMOVE WB WASHER BOX O ANSI AMERICAN NATIONAL EL ELEVATION KWH KILOWATT HOUR WC WATER CLOSET/WATER COLUMN STANDARDS INSTITUTE REQUIRED TE ELEC ELECTRICAL RET RETURN WCO WALL CLEANOUT APPROX APPROXIMATE EMERG EMERGENCY LAW LAVATORY RFLD REFLECTED WH WATERHEATER U- ARCH ARCHITECTURAL ENCL ENCLOSED/ENCLOSURE LEIS POUNDS RIO ROUGH IN ONLY VIP WATERPROOF ASHRAE AMERICAN SOCIETY OF HEATING, EQ EQUAL LF LINEAL FEET/FOOT WPD WATER PRESSURE DROP U- REFRIGERATING,AND AIR EQUIP EQUIPMENT RO REVERSE OSMOSIS UPC LOW PRESSURE CONDENSATE RPBP REDUCED PRESSURE WT WEIGHT CONDITIONING ENGINEERS EWC ELECTRIC WATER COOLER LPG LIQUEFIED PETROLEUM GAS BACKFLOW PREVENTOR ASTM AMERICAN SOCIETY OF EXH EXHAUST LPS LOW PRESSURE STEAM TESTING MATERIALS EXIST EXISTING AUTO AUTOMATIC EXP EXPANSION MAT MATERIAL RPM REVOLUTIONS PER MINUTE AUX AUXILIARY EKT EXTERIOR MAX MAXIMUM MC MECHANICAL CONTRACTOR S SOUTH BF BELOW FINISH FLOOR MECH MECHANICAL SCHED SCHEDULE BFS BELOW FINISH SLAB F FIRE SERVICE MEZZ MEZZANINE SD STORM DRAIN BFP BACK FLOW PROTECTION VALVE FA FIRE ALARM MFG MANUFACTURER SECT SECTION BG BELOW GRADE FCO FLOOR CLEANOUT MHT MALE HOSE THREAD SF SQUARE FEET BLDG BUILDING ID FLOOR DRAIN MIN MINIMUM SHT SHEET BM BEAM FDC FIRE DEPARTMENT CONNECTION. MISC MISCELLANEOUS BOS OM OF DOP BOTTOM OF STEEL FIN FINIIPE FH FIRE SH MPC MEDIUM PRESSURE CONDENSATE RANT MO MOTOR OPERATED Sim SIMILAR plRl ONDRIONINGHEET METAL D �\S� ED PROFfSfo BOT BOTTOM FLASH FLASHING MPS MEDIUM PRESSURE STEAM 4`�' ��L W ffP BIRD BOARD FLR FLOORING) MSG MANUFACTURED STANDARD GAUGE CONTRACTORS NATIONAL BTU BRITISH THERMAL UNIT FPM FEET PER MINUTE MITI MOUNTED SOV SHUTOFF VALVE 1 0 CA COMPRESSED AIR FRPF FIREPROOF MTG MOUNTING '^ `a Z x CAP CAPACITY FS FLOOR SINK MTL METAL SPEC SPECIFICATION �, �rF NOP e CB CATCH BASIN FT FEET/FOOT SS SANITARY SEWER pF OF CD CONDENSATE DRAIN S FURR FURRING N NORTH SST STAINLESS STEEL N T. BP CDA CLEAN DRY AIR FUT FUTURE N/A NOT APPLICABLE STD STANDARD CF CUBIC FEET NC NORMALLY CLOSED STL STEEL 12.-2P 07 CFF CAP FOR FUTURE GA GAUGE OR GAGE NEC NATIONAL ELECTRIC CODE STRUCT STRUCTURAL CFCI CONTRACTOR FURNISHED, GALV GALVANIZED NFPA NATIONAL FIRE SUP SUPPLY CONTRACTOR INSTALLED GC GENERAL CONTRACTOR PROTECTION ASSOCIATION SUSP SUSPENDED CHWR CHILLED WATER RETURN GCO GRADE CLEANOUT NG NATURAL GAS SYS SYSTEM REVISIONS: CHWS CHILLED WATER SUPPLY GW GREASE WASTE NIC NOT IN CONTRACT CI CAST IRON NO NORMALLY OPEN TEMP TEMPERATURE/TEMPERED/ ACITY RENEW 12/14/07REVIEW 12/14/07 CL CENTERLINE HB HOSE BIB NOM NOMINAL TEMPORARY CLG CEILING HCP HANDICAP NPW NON-POTABLE WATER TOD TOP OF DRAIN CLK CAULKING) HD HEAD NTS NOT TO SCALE TOS TOP OF STEEL CLR CLEAR HDWR HARDWARE NUM NUMBER TPW TEMPERED POTABLE WATER CNT CENTER HGR HOT GLYCOL RETURN TWR TEMPERED WATER RETURN CO CLEANOUT HGS HOT GLYCOL SUPPLY OC ON CENTER TWS TEMPERED WATER SUPPLY DRAWN BY: DATE: COL COLUMN HP HORSE POWER OD OUTSIDE DIAMETER TYP TYPICAL DRACMY SI07/06 CONC CONCRETE HPC HIGH PRESSURE CONDENSATE Col. OVERFLOW DRAIN LEADER COND CONDENSATE HPS HIGH PRESSURE STEAM OH OVERHEAD U URINAL CHE��: JOB NOJOB NO: CONN CONNECTION HORIZ HORIZONTAL OFOI OWNER FURNISHED UBC UNIFORM BUILDING CODE STB 2006-02 CONTT CONSTRUCTION HT HEIGHT OWNER INSTALLED UFC UNIFORM FIRE CODE CONT CONTINUOUS/CONTINUATION HTG HEATING OFCI OWNER FURNISHED UG UNDERGROUND SHEET NUMBER: CONTR CONTRACTOR HVAC HEATING,VENTILATING AND CONTRACTOR INSTALLED UL UNDERWRITERS LABORATORY / P�.00 COTG CLEANOUT TO GRADE AIR CONDITIONING OS&Y OUTSIDE STEM&YOKE UMC UNIFORM MECHANICAL CODE CTC CENTER TO CENTER OZ OUNCE n� ®Y L IU IU llll SHEET TT E NOTE: ALL ABBREVIATIONS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. ENC1'NEERS.PA LEGEND& ABBREVIATIONS nr uoe>aeebwa GAS FIRED WATER HEATER SCHEDULE a� � ri EQUIP AREA N UR GAS RECOVERY MAX HEATING FLUE TAG SERVED TYPE STORAGE INPUT OUTPUT ELECT ®90"At CAPACITY SIZE WEIGHT MANUFACTURER MODEL I REMARKS PLUMBING FIXTURE AND EQUIPMENT SCHEDULE $ a w WH-1 3&4 BEDROOM UNITS NATURAL DRAFT 65 65,000 50,980 - 68 GP 31,400 BTUH 4 B-VENT 900 LBS BRADFORD WHITE M-1-XR65T68N 1, 2 MINIMUM CONNECTION SIZE UNLESS INDICATED OTHERWISE ON PLANS WH-2 2 BEDROOM FLITS NATURAL DRAFT 50 50,000 38,235 51 GE. 23,100 RH 4 B-VENT 570 LBS BRADFORD WHITE M-1-504S6FBN 1, 2 WH-3 COMMUNITY BUILDING DIRECT VENT 75 70,000 60,800 68 GPM N A 3 FVC 919 LBS BRADFORD WHITE PDX-75S-70B-3N 1 ROUGH-IN SIZE wH-a COMMUNITY ROOM DIRECT VENT 48 60,000 38,235 - 63 GPH N A 3 PVC 570 LBS BRADFORD WHTE PDX-50S-808-3N 1 TAG DESCRIPTION WASTE VENT TRAP CW HW REMARKS MANUFACTURER & MODEL [1] PROVIDE 2 GALLON EXPANSION TANK AT HOT WATER OUTLET OF WATER HEATER, WC-1 WATER CLOSET 4' 2' NTEGRAL 1/2' -- FLOOR MOUNTED,GRAVITY TANK MM-KOHLER K-3422 [21 NATURAL DRAFT FLUE BY MECHANICAL CONTRACTOR. TYPE MATERAN.-VITREOUS CHINA, BIZE-ELONGATED BOWL,15'HIGH. BEAT-OLSONITE 10-CC-SS OPEN FROM,WHITE,STAINLESS STEEL SELF-SUSTAINING CHECK HINGE. SUPPLIES- 1/2'X3/8"ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE TUBE RISER. ACCESSORIR-VITREOUS CHINA TANK AND TANK COVER,CHROME PLATED TRIP LEVER,BOLT CAPS,CLOSET SWEEP,SEAT FLANGE AND GASKET. ADJUSTABLE HEIGHT SQUARE WC_2 WATER CLOSET 4' 2" NTEGRAL 1/2" -- FLOOR MOUNTED,GRAVITY TANK MM-KOHLER K-3427 GRATE AND FRAME ADA COMPLIANT TYPE MATERIAL-VITREOUS CHINA, TRIP LEVER TO BE ON WIDE SIDE $1ZE-ELONGATED BOWL,16-1/2'HIGH, TURN TO LOW BEAT-OLSONITE 10-CC-SS OPEN FRONT,WHITE,STAINLESS STEEL 01 OF STALL. c POSITION VINYL/TILE FLOOR CONFIGURATION ORDER ASTANK REQUIRED. SELF-SUSTAINING CHECK HINGE BUFFETER-1/2°X3/8"ANGLE STOP WITH OVAL HANDLE AND '� FLEXIBLE TUBE RISER. c CONCRETE FILL, ACCESSORIES-VITREOUS CHINA TANK AND TANK COVER,CHROME W APPROX. SUBFLOOR PLATED TRIP LEVER,BOLT CAPS,CLOSET SWEEP,SEAT FLANGE AND 0. 12"06"x4"DEPTH GASKET. L1 LAVATORY-COUNTERTOP 2' 1-1/2' 1-1/4' 1/2' 1/2' OVAL,SELF-RIMMING. MODEL-KOHLER PENNINGTON 2196-4 3/4"PLYWOOD ADA COMPLIANT X MATERIAL-VITREOUS CHINA,4'CENTERS CASTING. 1-1/2' 5RE-20-1/4'x 17-1/2". FAUCET-MOEN 8434 SINGLE LEVER FAUCET WITH 0.5 GPM VANDAL $8 RESISTANT AERATOR. ]SA2-17 GAUGE CHROME CAST P-TRAP W/WASTE ARM. GALVANIZED NAILS TO SUPPLIES-1/2"0/8"ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE m TUBE RISER. TIE IN CONCRETE 6' 2'PLYWOOD INSULATION I OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR ACCESS. � ,/ � `� O.C.ALL AROUND 1 U1SSlL/ AT1QN-"TRUEBRO"WATER AND WASTE COVERS PER ADA gg DRAIN REQUIREMENTS. BOBY 20 BLOCKING L-1 LAVATORY LI WALL HUNG 2' 1-1/2' 1-1/4' 1/2" 1/2" WALL HUNG,CONCEALED ARM. MODEL- MIRE US CHI G� ADA COMPLIANT X MATERIAL-VITREOUS CHINA,4"CENTERS CASTING. � 1-1/2' CARRIER-JAY R.SMITH 0700 WITH CONCEALED ARMS, Q SERE-21'XI8', BOTTOM OF FAUCET-MOEN 8434 SINGLE LEVER FAUCET WITH.5 GPM VANDAL 2"WASTE FLOOR JOIST RESISTANT AERATOR, 1/2'PRIMER CONNECTION TRAP-17 GAUGE CHROME CAST P-TRAP W/WASTE ARM. SUPPLIES- 1/2"0/8"ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE TUBE RISER. ASSEMBLYUM-OFFSET GRID DRAIN P-TRAP INSULATION-'TRUEBRO"WAT AND ESS. WASTE COVERS PR ACCESS. R � REQUIREMENTS. HL-L BATHTUB 2" 1-1/2" 1-1/2" 1/2" 1/2' ONE-PIECE MOLDED TUB WITH 9M L-BEST BATH STS6030CP ` SMOOTH FINISH SURROUND. MATERIAL-HIGH GLOSS POLYESTER GELCOAT WITH PLYWOOD BACKING. WOOD FLOOR DRAIN 1 IM-6O"xGAUGE" VERIFY RH/LH OUTLET $�-17 GAUGE CAST P-TRAP W/WASTE ARM. SCALE: NTS D150-03A P0,02 CONFIGURATION. 11BAIM-UFT-N-TURN CAPTIVE PLUG,WASTE ARM AND OVERFLOW. VALVE PACKAGE-MOEN 8389 COMPLETE WITH PRESSURE BALANCED LEVER HANDLED VALVE,TUB SPOUT WITH DNERTER,SHOWER HEAD, ARM AND FLANGE.VALVE SHALL HAVE INTEGRAL SUPPLY STOPS AND ADJUSTABLE TEMPERATURE LIMIT CONTROL SH_1 SHOWER 2" 1-1/2" 2' 1/2' 1/2' PROVIDE 2.5 GPM FLOW RESTRICTOR MM-BEST BATH SS403BA52 j ADA COMPLIANT AT SHOWER HEAD. MATERIAL-GELCOAT,36'06'02"HIGH PLUMBING CONTRACTOR TO PROVIDE ALVE PACKAGE-MOEN 8346 COMPLETE WITH PRESSURE BALANCED LVEVER HANDLED VALVE,HAND-HELD SHOWER HEAD WITH METAL HOSE, SAND/GROUT SHOWER PAN INUNE VACUUM BREAKER,WALL SUPPLY ELL AND SLIDE BAR.VALVE O SUPPORT. SHALL HAVE INTEGRAL SUPPLY STOPS AND ADJUSTABLE TEMPERATURE LIMIT CONTROL. I _ VERIFY BLOCKING FOR GRAB BAR DM-FACTORY SUPPLIED DRAIN BODY WITH CHROME STRAINER. V INSTALLATION. PROVIDE SCHED 40 ONE-PIECE P-TRAP W/WASTE ARM. GRAB BARS-SHIPPED,RED INSTALLED.LOCATE PEDE FACTORY R ARCHITECTURALBAR TECTPACKAGE LOOSE 1 1 1 B-VENT(BY MECHANICAL ELEVATIONS. 1•r� Q CONTRACTOR)SIZE AS ACCESSORIES-PROVIDE COMPLETE WITH COLLAPSIBLE RUBBER — DETERMINED ON PLANS OR BY THRESHOLD,FOLDING SEAT AND CURTAIN ROD. ' I ' EQUIPMENT MANUFACTURER KITCHEN SINK W/DISPOSAL 2' 1-1/2" 1-1/2' 1/2' 1/2" SELF-RIMMING,DOUBLE MM-ELKAY PSR-3322 '�"fd (WHICHEVER IS LARGEST) COMPARTMENT. MATERIAL-20 GAUGE STAINLESS STEEL,TYPE 304,WITH � -'-� UNDERCOATING. C J M-42'0-1/2'. FAUCET-MOEN 8712 SINGLE LEVER SWING SPOUT. I— U_ i¢ TRAP- 17 GAUGE CHROME CAST P-TRAP W/WASTE ARM. \\i CW T—HW SUPPLIES UPPLI SEER.1/2'x1/2'ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE TUBE PROVIDE(2)OPENINGS OR I DBAIN-ELKAY LK-35 CUP STRAINER. DUCTS FOR COMBUSTION `r' .A 3/4' -0' DISPOSAL-IN-SINK-ERATOR BADGER I, 1/3 HP 120V.PROVIDE WITH W 1,.1^^ E s AIR AS NOTED ON PLANS `Y,% i CAP AND CORD. ` � ACCESSORIES- 17 GAUGE CHROME CAST CONTINUOUS DRAIN `� HWR ASSEMBLY. _ I I 2=2 KITCHEN SINK 2' 1-1/2" 1-1/2" 1/2" 1/2" SELF-RIMMING,DOUBLE MODEL-ELKAY GECR-3321 I ADA COMPLIANT COMPARTMENT. MATERIAL-20 GAUGE STAINLESS STEEL,TYPE 304,WITH UNDERCOATING. s PIPING BY SIZE FAUCE133'x2 0EN 8712 SE LEVER PLUMBING TRAP- 17 GAUGE CHROME CAST P TRAP W/WASTE ARM, CONTRACTOR SUPPLIES-1/2"0/2"ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE W VIBE RISER. DRAIN-(2)ELKAY LK-35 CUP STRAINER. co o co ACCESSORIES-17 GAUGE CHROME CAST CONTINUOUS DRAIN G ASSEMBLY. DW_I. DISHWASHER NDIRECT -- -- -- 1/2" VERIFY DRAIN AND WATER SUPPLY FIXTURE-PROVIDED BY OC,INSTALLED BY PLUMBING CONTRACTOR. RESIDENTIAL TO ROUTING AT MILLWORK. SUPPLIES- 1/2'xi/2'ANGLE STOP. Y PROVIDE(2)OPENINGS OR I NET DBAILI-ROUTE THROUGH FIXED AIRGAP FIRING,"SIOUX CHIEF'249 ' 1 DUCTS FOR COMBUSTION 16� AIR AS NOTED ON PLANS (OR EQUAL)AT SINK DRAINBOARD. SS-L SERVICE SINK 3' 2' 3" 1/2' 1/2' FLOOR MOUNTED,SQUARE MDDEL-FIAT M582424. MATERIAL-MOLDED STONE. FAUCET-830-M WITH INTEGRAL VACUUM BREAKER. TRAP-3"SCHED 40 ONE-PIECE P-TRAP W/WASTE ARM. Q SUPPLIES-INTEGRAL STOPS. DBAIM-STAINLESS STEEL FLAT GRID. ACCESSORIES-832-M HOSE AND WALL HOOK,889-CC STAINLESS j--�f—GAS STEEL MOP HANGER,MSG2424 SPLASH CATCHER PANELS. ED-i FLOOR DRAIN 2" 1-1/2" 2" 1/2" -- 5"ROUND NICKEL BRONZE GRATE. MODEL-JAY R SMITH 2O05-A5-NB-P NICKEL BRONZE STRAINER ♦{ TRAP MER AND TRAP PRIMER CONNECTION. PER FLOOR SUPPLY TRAP'-SCHEDULE 40 ONE-PIECE P-TRAP W/WASTE ARM. LL III GCO_1 GRADE CLEMOUT -- -- -- -- -- ROUND TOP,SIZE TO MATCH MM-JAY R SMITH SERIES 4231L-NB W/NICKEL BRONZE TOP, U SANITARY SEWER PIPING. SET IN 12'xl2'z4"CONCRETE PAD. WCO-1 WALL CLEANOUT -- -- -- -- -- ROUND STAINLESS STEEL COVER MODEL-JAY R SMITH 4472T GAS WATER HEATER 2 PLATE,SIZE TO MATCH SANITARY SEWER PIPING. SCALE' POA2 BEV-1 BACKFLOW PREVENTER -- -- -- -- -- WITH 1/4 TURN BALL VALVE AND USE APPROPRIATE DEVICE AS LISTED FOR SPECIFIC APPLICATION AND BRONZE STRAINER APPROVED BY IDEQ AND AHJ. WE-L WALL VALVE BOX 2" 1-1/2" 2" 1/2" 1/2" INSTALL FLUSH WITH FINISHED WALL. MODEL-GUY GRAY WB200 CLOTHES WASHER MATERIAL-GALVANIZED STEEL. -- SUPPLIES-SINGLE LEVER CONTROL W/INTEGRAL STOPS. MM-2"OPENING,PROVIDE SCHEDULE 40 ONE-PIECE P-TRAP W/WASTE ARM. �E,FED PROFS HB_1 NON-FREEZE HOSE BIBB -- -- -- 3/4" -- FLUSH WALL MOUNTED,BRASS M4DEL-woODFORD65,ANTI-SIPHON AUTOMATIC DRAINING WITH FINISH,INTEGRAL VACUUM BREAKER. EMOVABLE OPERATING KEY. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE PRODUCTS N 5112 S o � = r ENAMELED CAST IRON AND VITREOUS CHINA.__ KOHLER,AMERIC.AN STANDARD,EWER,ZURN BRIGGS �" fp T. gPS BATT INSULATION BLOW-IN INSULATION WATER COOLERS HALSEY TAYLDR OASIS ELKAY,HAWS,ACORN AgUA _•��,_ 1�-��' STAINLESS STEEL SINKS ELKAY,JUST,DAYTON MOEN KOHLER SERVICE SINKS - _ � FIAT,BRADLEY ACORN,STERN WILLIAMS,_MUS'fEE WASH FOUNTAINS__._......_.._.__ .;_...�.._,_..._., _ .. BRADLEY,ACORN,INTERSAN,. __.._._-... 7 7 7 -_-_----••_• ^ FAUCETS _......_..__.__m�._... _...._.CHICAGO,SPEAKMAN,DELTA,ELKAY,JUST, RN,SYMMONS,MOEN -- - SENSOR FAUCETS CHICAGO,SLOAN DELANY,-BRADLEY,ZURN BOTTOM CHORD Of TRUSS r - ...__� REVISIONS: ,SHOWER VALVES,MIXING VALVES _ �� POWERS,LEONARD SYMMONS LAWLER __, __�-„••, ---- __ CELUNG FLUSH VALVES ._ _.._ _ SLOAN ROYAL ZURN AOUAVANTAGE AV Qp CITY REVIEW 12/14/07 FIXTURE SUPPORTS _,- JAY R.SMITH WADE,ZURN -- --_TOILET SEATS _ _ CHURCH,OLSONITE BEMIS _ SECURE TO CHORD ,_ ROOF DRAINS,FLOOR SINKS,FLOOR DRAINS AND TRAPS _,_ ---CHURCH R.SMITH WATT2URN,WADE�JOSAM M_IFAB DOMESTIC WATER PIPING BACKFLOW PREVENTION DEVICES,PRESSURE.REDUCING VALVES __ _ WATTS,WILKENS,FEBCO,CONBRACO n' /� [�� `' PIPING ''� �''7� n,/'� _ EMERGENCY SHOWER/EYEWASH "�-RAWS,BRADLEY GUARDIAN,WESTERN,SPEAK INSULATION OVER 6-I k'I N G � TRAP PRIMERS AND SHOCK ABSORBERS � PPP ,A.D. CHIEF JAY R�SMIIA' `— WATER HEATERS STATE A.O.SMITH BRADFORD WHITE;COCHINVAff,-PPF-- � oanwN BY: DATE: HOSE BIBB,HYDRANTS _ JAY R SMITH WOODFORD'WATIS,-WADE,ZORR•�""-_ •- CMY 8I07I06 SCALE: NTS POOP _ FIXTURE SUPPLIES AND TRAPS - - ,. _..� _EBC 1JoQUIRE BRASSCRAFI; CHECKED: JOB NO: STB 2006-02 ■Y! 1 SHEET NUMBER: Po.02 SHEET TITLE: ENI iNEEREI,PA SCHEDULES &DETAILS KEY NOTES: �R 81 CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CML SITE UTILITIES CONTRACTOR. cli ci O w w ROUTE 1-1/2-COLD WATER UP IN UTILITY CLOSET.PROVIDE 0 0 SHUT-OFF VALVE AND DOUBLE CHECK BACKIFLOW PREVENTER IN oe BLE ACCESS .4 LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER Fq T F7 ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DIV 16. FI 1/2'NG —1/2' G ROUTE I-11e COLD WATER UP FROM CRAWLSPACE. PROVIDE �/2-NG p /2'NG— SHUT OF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED /2'NG �� 5 } 1/2"NG ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF f. 1/2'NG 2"NG VALVE*. COLD WATER TO CONTINUE UP TO 2ND FLOOR. 4 (TYP) (Typ) COORDINATE WITH FRAMING. ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. r-u SANITARY SEWER FROM FLOOR ABOVE(TYPICAL) 7 VENT PIPING FROM FLOOR BELOW.(TYPICAL) PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL AUTHORITY. 6 ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LNING Y T 3 V 0 0 1 0 0 (0) UNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. � WC-1 a Ir 2 _�11 0 2 FD-1 FD-1 GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED Li 10 L_L= y_v=1 L SOY AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. W/TP I W -2-V-- X/ WH -2*V- WH V­1�, V 2'V -3 ci 3'VTR 4"VTR I PO.02 TRAP AND VENT 3/4-CONDENSATE DRAIN AT FAN COIL UNIT. 1-112- TERMINATE OVER ADJACENT FLOOR DRAIN. 8 8 COLD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED 2' 2"v 'APARTMENT COLD WATER SHUT-OFF 7 2*V 2*V � _­`1 2"V ENGRAVED PLAQUE STATING:ILI BT-1 VALVE". LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE 1-1/2' WB-- LOCATION. C� L- _72' 9 W-1 DW-1 DW-1 J @ COORDINATE GAS MEFER PLACEMENT WITH CONDENSING UNIT ON _T I U (TY J2 HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. 10 2-ELI Q)1-1/2" 10 2-FD-1 1 1/2' 6 7 1-1/2' 14 w/TP 1-1/2- IT 1-1/2' 14 11 W/Tp 1-1/2• 6 1-1(2" 6 1-1/2' 1-1/2" @ FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP 6 1-1/2' 11 1-1/2' IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND c Z HEAD LOCATIONS. ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL 2 WH FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION PO.02 2 1 18 REQUIREMENTS WITH FRAMING CONTRACTORS. DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION. SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. @ FlRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4".ACTUAL SIZE SFL61L BE BASED ON HYDRAULIC CAUCS. • SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE 7— -T- WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTOR. li CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF PIPING SYSTEM. MAINTAIN AT LEAST 6'BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE TO CHANCE IN ELEVATION AS LISTED BASED UPON A 1/4-PER FOOT SLOPE VERIFY CONNECTION DEPTH TO CIVIL PRIOR TO BURIAL CALL ARCHITECT WITH ANY DESCREPENCIES. BUILDING 2222 SECOND FLOOR PLUMBING PLAN W SCALE—1/4"= 1'-0" 'Lu I.- > M < w TOTAL LENGTH: 82 F 9 12 FT..: SO, i TOTAL DEMAND: 50 CFH TOTAL DEW CFH 12 2 TOTAL LENGTH: 82 ci TOTAL LENGTH: 92 FT 12 9 AL LENGTH: 92 FT Lr TOTAL DEMAND: 50 CFH TOTAL DEMAND: 50 CRI >- 4 4 w co w TOTAL DEMAND 50 CFH TOTAL DEMAND: 50 CFH TOTAL LENGTH: 62' FT 12 9 6 P41.1 L -J, 9 12 TOTAL LENGTH: 62 FT UJ TOTAL LENGTH:" 52 FT 12 911 09) L-IL11 9 12 TOTAL LENGTH: 52 IFT - - - - - - - --I TOTAL DEMAND.' 50 CFH TOTAL DEMAND: 50 CFH 5 4" 5 4" co 4"VICO-1 4" D1 0 C, 0 0 ­;0 C, o o 0 WC-1 WC-1 19 2'!p4,,' FD-1 I':FD-I VIC �w/TP 2 WH 0.02 2 5 2- 2 2* 2" 2"WCO-1 2"T 2 FD-1 cc P 2- 5 WH 2 (ryp) WH 2" 5 2"NVCO-I�. 2 PO.02 I f�' 2 /\PO.02/ 10 3-1 1 5 2" LL 5)2' n5 2' LL r P 0.0 2 F1�1.%L vfB_1 W/ 4'GCO7- 4"S$— RT_I S DW-1 1 BT-1 DW-1 4"GCO-1 2" 2-FD-I 2-WCO-1 2- 2" 5 W/TP W/rp W DW__ 3 2 2- 10 2' ry II 2" 2- 2� 2- ---------- lil PROP"s 3/4'CW .1/4'11/2.cW 2'CW-- 1-1/4'CW— g� ;IN 5 1 F BPS REVISIONS: ACITY REVIEW 12/14/07 4-GOO-1 7 BFP-1 2 J DMWN BY: NOTE-- Cw .7106 VERIFY�,NTRY LOCATION OF DOMESTIC E: -CHECKED: JOB- WATER AND FIRE SPRINKLER SUPPLY FOR 1 STB 2006-02 EACH BUILDING AND ADJUST PIPIE SIZING J. 18 2'-0' THROUGHBUILDING ACCORDINGLY. SHEET NUMBER: 00- P2. 10 SHEET TITLE: 2222 FIRST FLOOR PLUMBINF'G PLAN IMEN(UNSEEM PA BLDG 2222 SCALE 1T4 =-1-0 see KB.*n U .um� PLUMBING PLAN B=k_� maI L-----------------i KEY NOTES: N Oi CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. cr3 °O c 07 O r n ROUTE 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE vJ N N SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN 0 0 ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE O N N { i FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER .O1 0. fz. ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16. o P7 7 ' O ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED 1/2°NO ' r 1 I I 1/2"NO ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF 1/2'NO fi I ( 1/2"NO VALVE*. COLD WATER TO CONTINUE UP TO 2ND FLOOR. R. 1/2"NO "".._.: _ (..-._ _",.�- - - ___ _� 1/2"NO _ "�'` II -- 1/2 NG O4 ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. 0�.^� 2•w/TP 10 74+ 8 ' {i rill ' t, 8 :I. 14 10 2- 7 `'' ___ 5 COORDINATE WITH FRAMING. i . SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) 111 I 1 I` L '__1 111� L_, VENT PIPING FROM FLOOR BELOW.(TYPICAL) r i"rr 77 u I 'II --'� I, -'�I T I 1 _ O PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL L -_ __- 1 f AUTHORITY. WB 1 1-1 Q\ �2'V� 3" _=y(] i / 3°VTR �Y V ;, 6 1 I7/YT ' ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIMING t- • \ > 1 'i�" > I( LFLOD UNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. C 2° 6 DW �� WC-1 WC-1 I •I ( .DI-1 6 2" - - i O9 GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED W-1 VI SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. E -2"V-- -"+� 1 2"V- -^--L--2"V- ____-- V--- W� ° N 10 2" ..._- I 2 �l 10 TRAP AND VENT 3/4"CONDENSATE DRAIN AT FAN COIL UNIT. W TERMINATE OVER ADJACENT FLOOR DRAIN. Q. _s. --2"V---I � .{iL-t BL-t I s 1/z" �--z"v-- �° - --z'v- -- '� 2 I P0.02 2 ° ' 11 COLD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED _ ' I —� 3"VTR I ^S + �•,,. I 3'VTR_/r ��. I 2 P0.02 / \/ 4E�!{' I O ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF 2°V� .I N + 1-1/2" 6 " .. ( ( VALVE'. LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE 7-1/2' " cc a _ 1 we 1 V� _ -- �_ ----- --- I�N I 42"T �. �. — 'i 2"V LOCAT ON. — Br-1 I =1 — WITH NDENSING ---- < - t0 r� s_i � DW 1 I 12HOUSEKEEPINGG PAD.REFER TO M COORDINATE GAS MErER ECHA ICALODRAWINGS.UNff ON 10 \ � /TP . 1 f 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP 1_.__. ",.... 1. I IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE I m g 1-1/2" 1 - I COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND b i6 � 16 6 i-1/z° 14 11-��— ° 14 HEAD LOCATIONS. r' :u© � 3 I P4.1 P4.1 O ROUTE NATURAL CAS PIPING DOWN IN WALL AND THROUGH WALL 33 FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION Q li4 REQUIREMENTS WITH FRAMING CONTRACTORS. Li 15 DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO 1 ' , EACH CLOSET LOCATION, 16 Pa•1 i6 I 16 SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4".ACTUAL SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE I , PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTOR. e 18 CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE CHANGE IN TION AS LISTED r I ----J 1 ' CMNP 1/4-OR PER ER FOOT O TOCALL SLOPE. VERIFY WITH SON DEPTH TOE ' DESCREPENCIES. - ; ► U BUILDING 2332 SECOND FLOOR PLUMBING PLAN LLI I— o '-� SCALE: 1/4" 1'-0 ui J t i 2 f J TOTAL LENGTH: 87 FL TOTAL DEMAND: 65 CFH 12 9 I 2 #i ' i ( TOTAL LENGTH: 87 FT LL 12 9 76 ,j I i I �° 9 12 TOTAL DEMAND: 65 CFH1 AL LENGTH: 95 FT Z TOTAL LENGTH: 95 Fr P4.1 II ° TOTAL DEMAND: 85 CFH L�`� t; 9 t2 II_ a wx� ® ® ® �_ - ® ® ® — — — ® TOTAL DEMAND: 65 CFH ui ^' 4 p{ 2 WH 8 r 4 0 t _ 2 F`LL 2"WC ' 2'WCO-1 ....._., WH L _. 2 P cc a cry � 1 � � � z' 4wcw� 1 �I a"wca 1 �� {o---- _ _ --- 16 Pa.1 J Toro LENGTH: so t1 I w 12 9 I 78 P4.1 / I I I LIB TOTAL DEMAND: 60 CFH 4-- ' � 1 `� 14. 9 12 TOTAL LENGTH: 60 FT f ae"S �. 1 {I rC 1 E.� TOTAL DEMAND: 60 CFH TOTAL LENGTH: 52 Fi 12 9 I 3 I ' I� ) �" - 3 ') 9 12 TOTAL DEMAND: 50 CFH co W TOTAL DEMAND: 50 CFH I I 2' il I ` -J {' O I, "WCO-1 .'T .,..."5 ''-Ij 5 2' 2"WCO-1 II � ILI 1 4" 5 I� 1 I I 5 4' WC-,, +WC-'7 4" 5 S=1 _ \\\ Dw 1 ✓ DW-1 I 1 �— .'�'_L_.- .,...•`� ._ .�.-__- 2"WCO 2""AGO-1 ' — ..._ �.., 4" f.-.J - 5 2 2 5 < 4.,5 - 4" my J ai 2" D- 10 -1 — -� '_.. J C) - .-_"_ �__. _i d I WC- 10 2'ESL W/TP WC_ -"7 2. 5 -.j�..� < 5 2" y I wc_7 W/TP 'vg{I( - 5 2. ..__ _� `_. BL1 _ � f ;T .. _ WH P0.02 2 (I � �� I 2" 5 2"WCO 7 ( 2 P0.02 I� 2'wco 1 1- - .. 4'GCO-1L 1 I WB ' 1a LL PW� .. 10 -1 o o z i� C;(, F2 , SS_t 18 p 2"WCO 1 44a ® wee cn m ® I a s w ® 2'WC0 1 5 2, ' 8 15 1 1/a°CW 7-1/2 CW I 2°CW- 1-1/2*CW i 3/4'CW PROFS 13 Q4m�S 0�I N p f�oy "A Fj NOTE: i F 'rP VERIFY ENTRY LOCATION OF DOMESTIC of WATER AND FIRE SPRINKLER SUPPLY FOR L EACH BUILDING AND ADJUST PIPE SIZING 2 7 �.-. THROUGH BUILDING ACCORDINGLY. 17 REVISIONS: v QO CITY REVIEW 12/14/07 4"GCO-1 t 1 � I i DRAWN 18 1 (2'-0� BY: DATE--CMY W07/06 CHECKED: JOB NO: Y SHEET NUMBER: BUILDING 2332 FIRST FLOOR PLUMBING PLAN �« P2. 11 SCALE: 1 4 = 1-0 ��C SHEET TITLE: ENC3'NEER6.PA BLDG 2332 PLUMBING PLAN m.w la.no &q00 KEY NOTES: 9 Q) CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. Rom 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE 4 a W. FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DIV 16. ROUTE 1-114^COLD WATER UP FROM CRAWLSPACE. PROVIDE 12 0 SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED ENGRAVED PLAQUE STATING: 'APARTMENT COLD WATER SHUT-OFF 1/2 NG VALVE. COLD WATER TO CONTINUE UP TO 2ND FLOOR. 1/2'NG 1/2-NO ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. COORDINATE WITH FRAMING. M?) 4 SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) 0 VENT PIPING FROM FLOOR BELOW.(TYPICAL) 0 PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL AUTHORITY. 0 ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LMNG 6 2- UNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. 3*V E 0 C) GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED c c WC-1 SOV AND ROUTE PIPING TO INDIADUAL LIVING UNITS. m WC-1 TRAP AND VENT 3/4'CONDENSATE DRAIN AT FAN COIL UNIT. Tl� 3-V--j '3"V- -2-V-- TERMINATE AT ADJACENT WALL BOX. COLD WATER SHUT-OFF VALVE MARK WITH 2-COLOR LAMINATED 6 1-1/2- 19 19 1 6 1-1/2' 1 ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF l� -2. V VALVE. LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE 2- W9-1 WB- Ltws-1 wB-11 1 3- 2"V LOCATION. 1102 COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON DW-1 :3 HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. 2"FD-1 IS FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP 10 i)ip- 1-1/2" 6 2"FD-1 — IN WALL FRAMING TO WITHIN BUILDING STRUCTURE, PROVIDE 14 1-1/2 /2, 6 w/Tp 14 6 1-1/2' COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND 6 1-1 11 6 1 HEAD LOCATIONS. ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL z FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION ci REQUIREMENTS WITH FRAMING CONTRACTORS. @ DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION. SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH P4.1 O16 R) APARTMENT. FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4.ACTUAL SIZE BASED ON COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTOR. CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED UPON A I/*` ER FOOT SLOPE. VERIFY CONNECTION DEPTH TO CIVIL PRIOR TO BURIAL. CALL ARCHITECT WITH MY DESCREPENCIES. 0 PROVIDE WALL BOX DRAIN FOR CONDENSATE FROM FANCOIL UNIT. 0 BUILDING 2F222F SECOND FLOOR PLUMBING PLAN LLI KALE—1/4 =V-0 W U) -j TOTAL LENGTH: 82 Fr < 50 CFH @12 @9", TOTAL LENGTH: 82 FT TOTAL DEMAND: 9 12 TOTAL DEMAND: 50 CFH w 0- TOTAL LENGTH: 92 FT 9 12 TOTAL LENGTH: 92 Fr TOTAL DEMAND: 50 CFH TOTAL DEMAND: 50 CFH 4 L A G� rr 2 w TOTAL LENGTH: 62 Fr 12 9 9 12 TOTAL LENGTH: 62 Fr ui TOTAL DEMAND: 50 CFH TOTAL DEMAND: 50 CFH P, co 12 9 R-5 -011 4"WCO-I P4.1 I I I A 9 12 TOTAL LENGTH: 52 Fr TOTAL LENGTH: 52 FT 4 WCO-1 WC-1 ...... TOTAL DEMAND: 50 CFH — — — — — — — — TOTAL DEMAND: 50 CFH L 4. WC-1 2"�A— (TYP) \aA-10_02) ICO 1 lw\rf'� 2-M-1 WH 1- 4'GC L-1 WB-1 f, WB-1 0-1 WC-1 WC W/Tp 4*GCO-1 SS 5-1 eT-1 BT u I w-1 2 10 2"p 2"WCO-I n5 2- 19 s s eI 2 wco-1 V I 2'FD-1 4 WBI. WB n5 2- S-1 18WB 22 NCO-1 W/TP j 71- LT-1 DW-, DW-1 19 @ 2- LL 2"FD�- --w 5 2" 5 A 5 2- 8 HB-1 ---------- 3le CW -1/2'CW —2"CW 1-1/4.CW 3/4'CW PRO,,,, SSi I N ILI - - - - - - - - - - - - Ll f2p or T -- --I /1-7,?-07 REVISIONS: 4-ZQU--1 7 17 I ACITY REVIEW 12/14/07 I NOTE: VERIFY�NTRY LOCATION OF DOMESTIC RR TER WATER D FIRE SPRINKLER SUPPLY FOR 00 8 N M : ILDING AND ADJUST PIPIE SIZING J, ig 2--0* 1 THROUG BUILDING ACCORDINGLY. cmy 8/07/06 vo DRAW DATE-cm—hu: JOB NO: STB 2006-02 SHEEP NUMBER: BUILDING 2F222F FIRST FLOOR PLUMBING PLAN P2. 12 SCALE: 1T4 =—1-0 SHEET TITLE: ENUNMEEIRM P-A. BLDG 2F222F PLUMBING PLAN t KEYNOTES. i�oog9 CONNECT COLD WATER AND SANITARY SEWER C 1 I I O TAPS PROVIDED BY CMLU SITE YMLMES CONTRACTOR.PIPING TO 16 P`4,.1 1 I 16 PV1 I O ROUTE i-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE y rn N N SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN a w ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET,COORDINATE RISER W ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16. O ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE 1/2'NG _ 1/2"NG SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED 18 4 4 18 ENGRAVED PLAQUE STATING: "APARTMENT COD WATER SHUT-OFF ,/2'NO 1/2'NO VALVE'. COD WATER TO CONTINUE UP TO 2ND FLOOR. _i i-2'V-- 8 2" III 2" 6 __2 V--1 O4 ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. COORDINATE WITH FRAMING. AL - �-G --I: _3-VrR_w. t Lj _ 3"V R ) _ -- O SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) `� - � -_ „_2 V 2'V1 � Ofi VENTPIPING FROM FLOOR BELOW.(TYPICAL) i PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL AUTHORITY. I I / I I O ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LMNG - _ �''.II - UNIT.PROVIDE CS4 ISOLATION SOV,AND APPLIANCE CONNECTOR. C YL�1( (ELT 2' e e 2" 11ti�i rn y C��.�w - d 9 GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISPED IJ _2.V_--- CJ WH 2 10 2°Fp � }WC-1-1 2 ya{ - - _ ../ "� SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. �,02 -- n L'�"WI / WC-1 I W%1P _ 2 al _ - 10 TRAP I AND VENT 3A/D4"CONDENSATE DRAIN AT FAN COIL UNIT. a __2"y_ _ 3 V 2"V__ __3"V____--_ - _ .___"_........,.-... L__..__...._ 1 _ i-. - 1 t ...--3,ry _2•y'- TERMINATE OVER ADJACENT FLOOR DRAIN. - •, .z. 1 13 VTR I I 4"VTR '--I > 6 -----.. ' --- �� 1'�' '-' a � �I � ' � I I � 'T � -"'—il li '9� �-� COD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED --. III r. 2"V.... �1 •I it t("—'--'1 ENGRAVED PLAQUE STATING: 'APARTMENT COD WATER SHUT-OFF \/ g I N, 2"V I L 1 L 1 1 WB=1 _ 1 I 2,y VALVE'. LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE . .@T-1 �r _I I:; 1� �T-1 -. �,0."ilr�✓^ I;.�, - _ li t ; _ LOCATION. !j .-... ... �_..»_.__......JUT _ ...� " - 1 L.._..,. L � «H ti_.. LIW I �'� ` - J ____ � 10 \ �.,. h l ..�� �L'1 - �J �y U" I.M.-- 12 HOUSEKEEPINRDINATE G PAD�REFER TOMMECHANICALENT WITH�DRAWINGS.NDENSING UNIT ON « /'7 - - - _ U —T 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP ---- - IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE 14_ '--- - - ----_ �..,, r„r I_ ="' COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND � HEAD LOCATIONS., gg © b ROUTE NATURAL GAS PIPING OWN IN . COORDINATE INSTALLATION ❑ _ 14 D AND THROUGH WALL - FRAMING TO WATERHEATER ENCLOSURE. C 0 I - rn m - av - rn m rn m - m - ._._ _ REQUIREMENTS WITH FRAMING CONTRACTORS. DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO - ----_- ---- - EACH CLOSET LOCATION. ---___ - �- -����^ -� 16 1 -,� -==+=a�-���+�• - -- 16 SEE PLAN APARTMENT. FOR ALL DOMESTIC WATER PIPING IN EACH i- _ P4.1 S t 17 FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4".ACTUALIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE 0 N AND PERFORMANCE SPECIFICATION SECTION 15350 A AND SHALL INCLUDE SIAMESE FIRE VALVE (LOCATE AT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(DCATE -=-= ---- -- --- -- , _ PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL 0 WAL _ L INTERLOCKED PER NFPA. COORDINATE LIMITED ACE PLUMBING NGCO CONTRACTOR&ELECTRIC HEAT BY MECHANICAL WITH CONTRACTOR. CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF t PIPING SYSTEM. MAINTAIN AT LEASE 8°BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED UPON A 1/4'PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO O �CML PRIOR TO BURIAL. CALL ARCHITECT WITH ANY ,UESCREPENCIES. BUILDING 4224' SECOND FLOOR PLUMBING PLAN W I� o SCALE: 1/4 = 1'-0" G c12 12 LL 16 P4 II f 1 TOTAL LENGTH: 93 FT 12 9 .` ____4"WC 111 ' I� �.. I �_.L...�`^� .. J ..__ / ... I 1 i !` 4"WCO -- 9 12 TOTAL LENGTH: 93 FT TOTAL DEMAND: 60 CH I/ I R p6' ( 1 t TOTAL DEMAND: 60 CFH TOTAL LENGTH: 85 FT 12 9 �-6T�C ! , 1 IS { 18 fI TOTAL LENGTH: TOTAL DEMAND: 65 CH 76 ! ' P4., _ �,. 4 9 12 TOTAL DEMAND: 655CH c m p TOTAL DEMAND: 66 r 12 9 w I WC-1 I ' i� �{ ') I. 1 `r�Ts\ 9 12 TOTOTAL LENGTH:TAL DEMAND: 650TOTAL LENGTH: C Fr H O I U� �I lY 2"y1C0-1 `"`.•� 5 4" —T - ! 4" 1 f r--� 2 1 L.L 4"FP /2 NO 5'0"MIN UJ L I �' t�1 I 10 2"FD_1 18- y O I ! i r -_... 4 WCO-1 /// 1 Ff ) _�'ai W/TP 1� _...- 'r. 1 1/4..CW. {J� ._'-_---__.- _..,--�' =T' .. �._, 2" 1 _ O WB 1 ,� WB 1 10 2"FDFD1 -" 4 �-- 5 4' I - - � r 8 1-1/2'CW / .� (- iQ. 3 W �. y WC-1 w/TP." 14 I Z; �H B :_. ow-1 I i, - .. _T 11 N HB_1 - N 5 2" 2' LL LL 4"GCO-1 4" _ ,si y ��. t BT 1 2"WCO-1 ,.,. .-._ __ a 5 el 4'GCO 1 i9@-1 �I�, _ s t DYLl —L J 5 _ L._ I� i 18 L� 1i 1 I PO.02 . ;y WH Q 10 W FD_L 2' S 2'WCO-1 1 2'1YC9 l // 5 2" 10 W FD=i 2 POLO ---- I [ '- 0 0 0 0 o - © o ® - - - � � \S`�ED PROFEssa 1 �4e�aOlNp � Lcaj 1 r FGf' f OF I t - - I J �� REVISIONS: Qp CITY REVIEW 12/14/07 `.NOTE: VERIFY ENTRY LOCATION OF DOMESTIC f 1 WATER AND FIRE SPRINKLER SUPPLY FOR I .- �.-. 4"GCO 1t�_______.� EACH BUILDING AND ADJUST PIPE SIZING =3 DRAWN BY: DATE: � � CMY 8I07I06 ! THROUGH BUILDING ACCORDINGLY. 1e 1 CHECKED: JOB ND: (2.00') ■�O S8 TB 006-02 HEEr NUMBER �l SCALE BUILDING 4224 FIRST FLOOR PLUMBING PLAN � P2 p13 ENCYNEERB,PA BLDG 4224 PLUMBING PLAN Da.,Iblw !.?TD9 }e� -�... KEY NOTES. 4 O CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO ry 16 TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. y o 0 f P4.1 N N O ROM 1-1/2'COLD WATER UP IN UTILITY CLOSET.PROVIDE ,! $ m �+ W ===_ - -----__---- - -----I - �_ SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN �° ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE __ 311--•{ -- 1 -- -® FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER I V 3 !r 3/4"NG ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16, j _ 1/2'NG Is O ) O ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE F I I 1/2'NG . , I SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED ENGRAVED PLAQUE STATING: *APARTMENT COLD WATER SHUT-OFF VALVE'. COLD WATER TO CONTINUE UP TO 2ND FLOOR. OROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE COORDINATE WITH FRAMING. 2" SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) VENT PIPING FROM FLOOR BELOW.(TYPICAL) 6 2' I I TI� O PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL N _ I l N AUTHORITY. - v"i O 03"v _ Ej 4° 3"ss 1 VTR (— m ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING z 10 WC 1, 2 )]7=1 10 'rL3"V-- - �' -r -2'V- ! I UNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. E O 2 W '" + WC-1 W -'" 2 WH J >_ WH 2 I� GAS SERVICE 8Y SERVING UTILITY COMPANY. PROVIDE CS4 LISTED r P0.02 2 r-� -2•V-- ��V---�--3"V-- �------��._3. ------ .?_- --2"V- -T1 2 P0.02 I 2: .. .v.,l ( i( ._- ._._._._ a.._. > I > __ L<._ "" SOV AND ROUTE PIPING TO INDIVIDUAL LMNG UNITS. d U zo N y r N __ O TRAP AND VENT 3/4-CONDENSATE DRAIN AT FAN COIL UNIT. L) I 11 1"CW I 8 "' _ 1 1/2 6 2•V �„ "' 2"V 6 1 1/2" T 8 �� 1°CW 11 6 -�.. TERMINATE OVER ADJACENT FLOOR DRAIN. o s2ty� I� ;, I — III I z v _`— (i o BT 1 --�-� n S i --- 11 COLD WATER SHUT-OFF VALVE MARK WITH 2-COLOR LAMINATED ,. ...,. � I-�- ' " -._- �. _._. -''��-• .== ! O ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF DW-1 I� - i . f DW 1 ' VALVE. LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE a _n. I c.: - _ �. �. L.�....I , _•"^_..el•'._. - �--------- s LOCATION. UNIT ON 7 /^7 .. --- ,� COORDINATE MIETER WITH 6 14 10 2"TP 1-1/2" 6 6 1-1/2" W��.10 14 6 -- - �- N -v -� - _ t2 HOUSEKEEPING PAD REFER TO MECHANICAL DRAWINGS.U I{ ���- � �_ _ FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP L �� I t I Z -- IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE U gg COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND HEAD LOCATIONS. ©QCT b F P11 16 I Pkl 16 ..� 14 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL REQUIREMENTSNG TO ATER WITH HEATER FRAMINGCONTRA 0 E. ORDINATE INSTALLATION S. DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION. SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH -- tt--_-------i APARTMENT. FIRE RISER. SIZE ESTIMATED AT 4�.ACTUAL TION PING SIZE SHALLCBE BASED ONIHYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION CSECTION 15350 AND SHALL ONNECTION ON BUILDING INCLUDE SIIAMESE EVALVE DEPARTMENT EPAR WALL, TINGT(LOCATE =. PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTORCONTRACT . PIPING SYSTEM.TO VERIFY MAINTAINAST LEAST 6 E DEPTH OR PROPER E BURIAL OF FOR STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED UPON A 1/4'PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO F I �CIVIL PRIOR TO BURIAL DESCREPENCIES. CALL ARCHITECT WITH ANY 1 BUILDING 322223 SECOND FLOOR RIGHT SIDE PLUMBING PLAN W I- p 0 I Z 1 I Lu 0 I e 3 9 12 TOTAL LENGTH: 118 FT C UJ 4",.WCO P4.1 16 TOTAL DEMAND: 65 CFH EI 11 G" 9 12 TOTAL LENGTH: 112 FT J TOTAL DEMAND: 60 CFH 00 W 1 18 1 16 BT- a TOTAL LENGTH: 91 Fr I 9 12 TOTAL DEMAND: 60 CF o Cm 9 12 TOTAL LENGTH: 78 FT TOTAL DEMAND: 65 CFH Y ca I '?. TOTAL LENGTH: 34 FT 9 12 UJ L WC-1 f _._ 13 TOTAL DEMAND: 65 CFH " PIP L..I4A f! 5 4" ( ` 4"..WCO_t `j. O 7 O T O4"WCO-1110 2°.F --1 \ 10 2'FD 1 -�.__T':: -1/2"CW a 14 1 10 W/TP WD 1 .: l -�- @ffi T ._... �,L....,. ...---- t 1 HB 1 as — _ it BT-1 BT-1 ..._ DW 1 _ ff 11 i y � � �2 FD-1 10 Y r .� I -...I, it+i S 1 � l • /T,P 5 8 2"WCO-1 J JJ11 ,'^l ...�._.. 5 I i Y�H@ 2 2 WH 2"WCO-i-i - 2 ( i P0.02 2 P0.02 I I p PflOf (� I �\S1E,AE fssio �GINfJ, � (I VERIFY ENTRY LOCATION OF DOMESTIC {��' WATER AND FIRE SPRINKLER SUPPLY FOR ✓' ,51"-.i = EACH BUILDING AND ADJUST PIPE SIZING F F THROUGH BUILDING ACCORDINGLY. 6f, of T. 'a REVISIONS: nCITY RENEW 12/14/07 DRAWN BY: DATE: 4•GCO-1 CMY 8/07/06 J% CHECI D: JOB NO: STB 2006-02 i 1 INV.EL.=4.47'BFF a ` SHEET NUMBER: SHEET TITLE ENOM----.9m PA BLDG 322223 PLUMBING PLAN BUILDING 322223 FIRST FLOOR RIGHT SIDE PLUMBING PLAN �: `" m� BaW,IEsh, .9D. i I ? •iN Yl p � � 8 KEY DOTES: oao � r` 4 I O7 CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO i6 TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. y 3 0 0 N N P4.1 O2 ROUTE 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE $ •4 a+ 4, - :� -�_, �•----== - -- -- -- -- I SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENIER IN w° ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE 3/4'NG I FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER 3/4' a ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16. 4 1/2"NG - O3 ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE 1/2'NG SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED ' I I ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF N f I I I I VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. + O ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. � COORDINATE WITH FRAMING. ' O SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) FS' iN E � O VENT PIPING FROM FLOOR BELOW.(TYPICAL) ! _ 2 6 II 6 2 i w 0 PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL "�..'. � r ",:--4* � _ AUTHORITY. " - + 3'VIR I 4°SS �� 3"V -= - NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING _ -2'V- �+- 2s -�3'V-� WH 10 2' �WC-1 2 fLi.70 O UNRPROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. Q POA2 2 V+/4+' ,'' 'u�` - I W I O l0 _ -�,/'-_ _ _ It� - - WH GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CS4 LISTED �.:_ ._. Va 3"y-.- -2"V--, I'� i--3"V--y 3`a'V,c. \-2°V_- -r� 2 < O SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. a H '!- > 3'VTR I 4"VTR ci P z {3 - > > ». 6 11 1"CW N " I 'I > ''yy�{{ 3 N 8 iv O I z 10 TRAP AND VENT 3/4"CONDENSATE DRAIN AT FAN COIL UNIT. LEA! I W8-71-1/2" 6 iv 2" 6 i/2" -7( I I 1"CW 11 II TERMINATE OVER ADJACENT FLOOR DRAIN. "�'-�h -1 ( gT_i V I.,_ ..-� I 11 COLD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED u w ENGRAVED PLAQUE STATING: 'APARTMENT COLD WATER SHUT-OFF ..V i o VALVE". LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE jj,�lffi ;;,,II LOCATION. ttt�,SSS I / COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON I� 14 i0 2'� 1-1/2" 6 I 6 1-1 2"� W*FQ-1 t0 I _ 14 6 HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. --- - --- -- '--'" I •� I 13 FlRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP •---^"-��-- - -"- ----»- I I IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE U a3 T-r-�-"= I HCOMPLETE SHOP EAD LOCATIONS.DRAWINGS SHOWING PIPE ROUTING,SIZING AND �QC� 3 ---- " - __--�__- " 16 i ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL P4.1 Q)s I FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION REQUIREMENTS WITH FRAMING CONTRACTORS. a EACHDOME STI C 0 ET LOCATION.0 WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO - - SEE PUN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH -t---- - APARTMENT. FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4".ACTUAL ---t-- I SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION - - - SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT u�-e-'- II - CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE =F, I -^-�- I PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON I _...... WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE l_. WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL 1 CONTRACTOR. (CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF 7 +PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE! UPON All/44'OR PER FOIAL.TOSLOPE CALL VERIFFYT COITH ECCTjION CHANGE IN ELEVATION AS IDEPTH TTOSTED ED 0 CIVIL DESCREPENCIES. U � BUILDING 322223 SECOND FLOOR LEFT SIDE PLUMBING PLAN W I- � SCALE: 1 4 =1-0 0 LL < z W a- I TOTAL LENGTH: 118 FT I TOTAL DEMAND: 65 CFH 12 9 TOTAL LENGTH: 112 FT 183 4 P4.1 "WCO� -- TOTAL DEMAND: 60 CFH 12 9co w TOTAL LENGTH: 97 FT 4 12 9 TOTAL DEMAND: 60 CFH k i 16 P4.1 � ® C Pa.1 Y TOTAL LENGTH: 78 FT 12 9 I I, I TOTAL DEMAND: 65 C. we-7 v TOTAL LENGTH: 34 FT r .: -- -- 4 — a 12 9 I I�--� i TOTAL DEMAND: 65 CFH - 2"WCO-1 "9 I O —,... 2"FDFD=1 10 / W/TF w 1 1/4'CW 1-1/4"CW __. __- 1-1 2' -_.. _.. .-.1.-1/z"CW 2"CW. 2'.h WB_.1 , _ C O / _ 4 .� � _..o 4"WC 1-.-.. v, _-_- 10 2" `,._...C- ~� 10 2"ID1 f1 w/TP / WC WC-1 w/Tp F + HB-1 -- - N..:- -------- -i I 2 5_ 2' 5 2' 5 2' � I 3 � Y I;•GCO_1 •SS 4"SS -- — + DW_1 L` BT-1 eT_1_ J 2' Ow 1 INV. ,_�. � �_ 2 1 ;z1. _ )I . .W-1 2 10 2• 2 WC c _� 0 = 5 T 0 P0.02 \ W/TP 2"wCo_1 % �` 5 2" 8 .._____. WH _/' r \StiVFFD ROFEss�o c, �QINF yi of �N T. S PS n-zs-a7 REVISIONS: QO CITY RENEW 12/14/07 DRAWN BY: DATE: CMY 8/07/06 CHECKED: JOB NO: STB 2006-02 SHEETNUMSER: BUILDING 322223 FIRST FLOOR LEFT SIDE PLUMBING PLAN I (�0 P2. 14-L SCALE: 1 4 11-0 C ©( . LL 11!! IIJJ tl 11 l; SHEET TITLE: ENGINEERS,PA BLDG 322223 PLUMBING PLAN KEY NOTES: CONNECT COLD WATER i O SEWER TAPS PROVIDED BY CMLU SITE YUTILMESNITARY CONTRACTOR.PIPING TO c O2 ROUTE 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE o•� o SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN N N • - i ; i ACCESSIBLE LOCATION,FIRE PROTECTION CONTRACTOR SHALL ROUTE vi o 0 FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER 416 ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16. •a �+ w P441 8 2" °I O ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE 8 � SHUT OFF VALVE ON TAP TO UNIT,MARK WTIH 2-COLOR LAMIATD ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF 3/4'NO ° VALVE'. COLD WATER TO CONTINUE UP TO 2ND FLOOR. 4 3/4'NG 1/2"NG - O ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE a a r. 1/2'NG _ -- -yr,µ„,.,_ COORDINATE WITH FRAMING. > _ SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) PO2 Z- _ 3'VTR � ° � O VENT PIPING FROM FLOOR BELOW.(TYPICAL) I PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL AUTHORfTY. L ° - f" ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING - .$1 6 I - ri i y UN 6 IT.PROVIDE CS4 ISOLATION SOV,AND APPLIANCE CONNECTOR. ° J•=1 I / 2. { i w - 1 2' 6 (I > V UTILITY w O SERVICE BY SERVINGUTILITY COMPANY. PROVIDE CSA LISTED �.._� GAS > { - 1 N SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. E ...----- --2"V--L- - -2'V-- J 10 TRAP AND VENT 3/4'CONDENSATE DRAIN AT FAN COIL UNIT. N V- " 2"F ° _ ° 10 �,1 I a TERMINATE OVER ADJACENT FLOOR DRAIN. --�3•V W�P _ 1-1/2" 6 z a 3° -r 3'V> -------2°V--- - 1-1/2 6 - 9L-1 11 COLD WATER SHUT-OFF VALVE. ARK WITH 2-COLOR LAMINATED G _ 2"V _ ° p ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF -- � > � VALVE. LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE 1 1/2 6 I - --- --- - - LOCATION. _ _ ° -- -k-=--�I 8. 80 L 1 12 COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. ��x FIRE PROTECTION CONTACTOR SHALL ROUTE SPRINKLER MAIN UP '•IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDECOMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND1-i 2" 6GH WALL 0 4)s HEAD LOCATIONS. 3 + -- - ---- / ,4 ROUTE FRAMINGATO WATER HEATER ENCLOSURE, COORDINATE GAS PIPING DOWN IN WALL AND IINSTALLATION REQUIREMENTS WITH FRAMING CONTRACTORS. Q 15 DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION. f- t P4.1 16 ! aAPPAAR PLAN FOR ALL DOMESTIC WATER PIPING IN EACH 17 FIRE PROTECTION RISER.PIPING SIZE ESTIMATEDAT 4'.ACTUAL SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE ff I PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE WITH PLUMBING CONTRACTOR h ELECTRIC HEAT BY MECHANICAL Z _ --- _-- - -- - CONTRACTOR. ---- -- ---- I ° 18 CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF - I PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR C STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED C UPON A 1/4"PER SLOPE. VERIFY CONNECTION DEPTH TO 1 E I I CIVIL PRIOR TO BURIAL. CALL ARCHITECT WITH ANY DESCREPENCIES. O 2 BUILDING 323323 SECOND FLOOR LEFT SIDE PLUMBING PLAN v w I.— SCALE. , 4 = 1-O z � w I _ i JF_ a z � ' w 0- TOTAL LENGTH: 103 IT 12 9 ��_ Q TOTAL DEMAND: 60 CFH .3 P4.1 i6 ' 1 ° :5 TOTAL LENGTH: 93 FT q• - I -- .""�� I Z >_ TOTAL DEMAND: 65 CFH 12 9 ) (Jj U J TOTAL LENGTH: 84 FT 4 I I I I� - 2°WW/,rp ( w TOTAL DEMAND: 60 CFH 12 9 .@T� a a 8 -� - I W W co TOTAL LENGTH: 82 FT I --'-- 2 10 ° OTOTAL DEMAND: 65 CFH 12 9 EFLL:L�._._ - WC 1 ° G TOTAL LENGTH: 34 FT ( /� �I i TOTAL DEMAND: 65 CFH 12 9 _-___,.. °° J 3 I uj/ 2 _ N 4° 2•WCO-1 2" 5 =__= o_ //Y�/1'► ° ° + Fp_1 10 ;r 4"WCO-1 F''- S-1 WB-1 r2':f ° �,�P q• 5 ; I 1 �. ' W._�: _ e i L-1 - o °x 1-1j4"CW ._... 1-1/2'CW__�.__...__.._. 1-1/ cw -, 2°CW _ _ — — 3 ' _ - _ 14 3 2 2� 5 p o - - FLL - -- 4'cco_1 r ---- ---_. _ �---a°SS _� _ O — fly / 1 ; (� �5 j 10 �i �_ _ �.__...I 18 i 2" 5 2'1YCO 1 4)s ----------- 4)s I REO PROPps � T G I N �o 1 ; 112zCal r r DF 1 ° PN T. 0 PS 12-28-07 REVISIONS: OQ CITY REVIEW 12/14/07 i ( ° DRAWN BY: DATE: =.7 { CMY 6/07/06 II CHECKED: OB NO: ° I (ro STB 2006-02 I � $MEET NUMBER: P2. 15-L elkhorn sNEETnn.E: 1 BUILDING 323323 FIRST FLOOR LEFT SIDE PLUMBING PLAN ENORNEEMPA. BLDG323323 SCALE: , 4 =1-0" a,,, a"�0°�9Q6'-0QQ6 �, PLUMBING PLAN I {BEY NOTES: F OAND ITARY SEWER TAPS ROVIDD BY CIVIL CONNECT COLD WATER SUSITEYUTILITIES CONTRACTOR.PIPING TOROUTE 1-1/2`COLD WATER UP IN UTILITY CLOSET.PROVIDE o r-SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER INALL ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SH ROUTE vi N N ' FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER rn ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DIV 16. 0 ,,..,_.1 ""-• _ 2 6 P44.1 16 O ROUTE 1-1/4"COD WATER UP FROM CRAWLSPACE. PROVIDE SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATE - ENGRAVED PLAQUE STATING: `APARTMENT COD WATER SHUT-OFF VALVE". COD WATER TO CONTINUE UP TO 2ND FLOOR. 1 3/4"NG O4 ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE 1/2"NG COORDINATE WITH FRAMING. WC 1 2"�t - Q_0 - O SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) 'J , - t9 W/TP J VENT PIPING FROM FLOOR BELOW.(TYPICAL) ___._._... _ w I � - �. - � --..._.__.._ O7 PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL a _ 11 ! :.: -----__._ AUTHORITY. w i 3 VTR 2 P0.2 - C .._�.__ �..- �J I'- ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING UNIT.PROM _DE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. > II 6 1- 2" I .---` O GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED DW 1 (6)2' �i > SOV AND ROUTE PIPING TO INDIVIDUAL LIANG UNITS. - o _ ',____- 7 ---- 10 TRAP AND VENT 3/4"CONDENSATE DRAIN AT FAN COIL UNIT. TERMINATE OVER FLOOR ao ._.. —L,• _2.V-�'/'-1/-J__2.V - _6 1-1-� 2"V-_ 2"y __r___2"y_- 2"f�l. _ 3•yR�--` 4fi_ -P02 Y�12• \ 1-1/2. 8 _,.., r-- r.�.�:_ -i 11 COD VELD WATER SHUT-OFF VALVE.APAMARK WITH 2 WATER SHUT-OFF Z �� 7p we 1 W 10 2 J a NT ENGRA STAT c-) .JI ;�.. I > > > ._._._.._..._._..___.., �.-.-._�.�- T - _ -_- VALVE". LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE � -- ..`�""'®' _. LOCATION. � c� 12 PLACEMENT CONDENSING UNIT ON HOUSEKEEPING LNG PAD. TO MECHANICALDRAW DRAWINGS. m W t7` ( 'o� I ---_ '_"� 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE U _ COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND « g g �`- - -- T -- I „,„.�'"'� � -"` •'""7 HEAD LOCATIONS. 2 6 1-1/2• 14 6 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL P41 16 FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION REQUIREMENTS WITH FRAMING CONTRACTORS. Q '-. =�-----I -""--_-®_= 15 DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION .. 16 SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. ----.-... ..._ --- E 17 PROTECTIONnRE RISER.PIPING "SIZE SHALL BE BASEDONHYDRAULIC CALCS.SYSTEM SHALL BE IN -� - COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT '-' __ _-.___--- ------- -y- --� CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE - "3-.� =-� �_•-- --ue--,=•®� PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL ,,,,�,._a----aa +'�•.�•�.. �_:�_. CONTRACTOR. CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS USTED BASE UPON A 1/4"PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO CIVIL PRIOR TO BURIAL CALL ARCHITECT WITH ANY �^ DESCREPENCIES. O U BUILDING 323323 SECOND FLOOR RIGHT SIDE PLUMBING PLAN W � o [-� SCALE: 1 4' = 1'-O" W LL 12 w � Z __ - ---- o �i 3 TOTAL LENGTH: 103 FT C cc {I 18 9 12 TOTAL DEMAND: 60 CFH 9 12 TOTAL LENGTH: 93 FT TOTAL DEMAND: 65 CFH II r/1 4"WCO wV J cc 2"@-1 I TOTAL LENGTH: 84 FT — coL{ W/Tp __._ -_ I 4 9 12 TOTAL DEMAND: 60 CFH -- L 8 WH C7 O _-- 1��--�--j TOTAL LENGTH: 82 FT O i11 10 2 -{} I, I I 9 12 TOTAL DEMAND: 65 CFH �IL�_J WC-1 II - z 9 12 TOTAL LENGTH: 34 FF I J• �.� 1LS ,. - ! TOTAL DEM4N0: 65 CFH UJ { 3 J ------- 5. 0. 2"WCc 1 - 2•WCO , 4" 5 , i �' 1- FP b--D�I�po- 1/2. w - u r I WB_i Lw„ z^cw , z 1/z^cw �! __. _ - 1./p• 2'7 � --- h' 2.�-. .. _- ......_. I -- Z •�, 2" _,. 4"wco-1 -_ 2. f. ._ -4 D p ---. - wco ' we-, B ._ 5 2" ...._ �,n.,1� 2"FD-1 ---� 1 : __j _ 14 u- 2" 5 2 - Of --_- _ L_ -4 S. 4 - ----'----- .-__.._ •S _ GCO-1 1�- � �P) , — al - I18 _ 5 -- �a�----_.., - 8 ) - � i H i 2 WCO_i 5 2" 2' M0.02 10 - VERIFY ENTRY LOCATION OF DOMESTIC P4.1 16 I W�P WH 2 I WATER AND FIRE SPRINKLER SUPPLY FOR 8 2 PU.02 ( EACH BUILDING AND ADJUST PIPE SIZING -_ -1 I THROUGH BUILDING ACCORDINGLY. PROFESS I I � i 6 1 � o P4.1 �, �rOF Vr z FN T. BPS -� - REVISIONS: OQ CTIY REVIEW 12/14/07 1 , DRAWN BY: DATE: ' 2 p ' / CMY 8/07/06 L._-..-_�__-_./ 4"GC0 , PO.02 CHECSTEBD: JOB 00602 ■ ( I SHEET NUMBER: o �'! P2. 15-R 1 18 (2.48') i ��'�C•®0 ll��U 11 sHEErnTLE: BUILDING 323323 FIRST FLOOR RIGHT SIDE PLUMBING PLAN ENOINEEFMPA. BLDG323323 SCALE: 14 = 1-0 " W fP0"0°60Q06 PLUMBING PLAN wm aaa-owa F 06TTAOO6xbdr.dwg � 25 • v�i vi IECC PLUMBING _—_ NOTES: $ y a w I THE FOLLOWING VALUES REPRESENT THE MINIMUM CODE r�- (I I CODE.REFER TO PROJECT SPECIFICATIONS REQUIREMENTS AS OUTLINED IN THE �FOR TIO NAIL ACTUAL REQIREMENTS,WHICH MAY BE MORE STRINGENT. I DOMESTIC COLD WATER-ALL SIZES-1/2'THICK 2. DOMESTIC HOT WATER(NON-RECIRCULATED)-ALL I iiilll f,/ — SIZES-1/2'THICK I I I KEY NOTES: Oj CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CML SITE UTILITIES CONTRACTOR. ROUTE DOMESTIC WATER THROUGH ABS PIPING SLEEVE AT FOOTING TO 01 WITHIN ROOM AND UP. C I c I O2 PROVIDE 1-1/2'DOUBLE CHECK BACKFLOW PREVENTER AT WATER N SERVICE ENTRANCE.MOUNT AT 48"A.F.F.ON WALL I a e O3 ROUTE 1-1/2'COLD WATER MAIN WITHIN ROOF JOIST SPACE. ROUTE NATURAL GAS SUPPLY UP WITHIN WALL TO ROOF JOIST '•.,,� 1 \ , I SPACE. MOUNT ON BOTTOM CHORD OF TRUSS. SEE DETAIL. �� o PROVIDE 1/2"NG BRANCH WITH AGA LISTED GAS SOV FOR ' ---- --------------------------------- I CONNECTION TO FURNACE.PROVIDE APPLIANCE FLEX CONNECTOR AND MAKE FINAL CONNECTION. F7 IIL..IIL�� ���J11 O6 PROVIDE 1"NG BRANCH WITH AGA LISTED GAS SOV FOR Y CONNECTION TO CLOTHES DRYERS.PROVIDE APPLIANCE FLEX i2 g CONNECTOR AND MAKE FINAL CONNECTION.ROUGH IN AT 12'AFF. �y b 5 I 15 15 r 3 ROUTE 3/ CONDENSATE DRAIN DOWN AND TERMINATE OVER �•-�Q© j3 5 SERVICE SINK. K. a 3 d i j 1 I O ROUTE 1/2'NATURAL GAS PIPING DOWN EXPOSED,TIGHT TO WALL 4 o ❑ I I TO WATER HEATER.PROVIDE APPLIANCE FLEX CONNECTOR AND 9 ` CB S - I MAKE FINAL CONNECTION. O9 GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED I (15) � -' I MAIN SOV. TRAP 1'CW �_ "•I 1 1 "�'• E �NH I l i 10 �INATE AND VENT AT FAN COIL UNIT. OVER A/DJACENT FLOOR DRAIN EN OR HUB DRAIN. 15 2 1 -1"HW 3 P0.02 8 R.� -- I I 11 OUTE 1'HOT AND COLD WATER RIGID COPPER PIPING TO WATER _ 1/ NG 77 1 _ @ HEATER. 15 y I 10 2 VI v'LL — 1' �f I— 13 12 ROUTE PIPING WITHIN WALL AT 12'AFF TO AVOID DUCT CONFLICT. �IJ 5 I q L 71 I 13 ROUTE 3/4'COLD WATER TO FREEZELESS HOSE BIBB. I 12 6 µ'' ! - Po•02 IL 'sl I 14 PROVIDE 1"COLD WATER AND 1"HOT WATER CONNECTIONS TO 111 _— I WATER HEATER. V 18/ -•�� II I I' BFP 1 2 20 I 15 ROUTE 1/2"HOT AND COLD WATER DOWN IN WALL TO FIXTURE"_ i�.�. 18 NOT USED. �j 17 NOT USED. O (--------------------------— --- 4 - _ I 18 ROUTE 1/2'NG PIPING DOWN IN WALL TO CLOTHES DRYER. PROVIDE APPLIANCE FLEX CONNECTOR AND MAKE FINAL 1 1 j CONNECTION. u Q 13 9 1 I PROVIDE HUB DRAIN AT PLATFORM OF WATER HEATER/FURNACE. I SEAL WATER TIGHT AROUND PIPE PENETRATION.INSTALL OPEN I TRAPPED HUB AT 3'ABOVE PLATFORM FINISHED HEIGHT.MINIMUM ui COMMUNITY BUILDING WATER & GAS PLUMBING PLAN --------------------_-------.___J HUB OPENING TO BE 4"WITH 2'TRAP. J J NORTH SCALE 1 4 = 1-0 20 VERIFY INCOMING WATER PRESSURE AND IF REQUIRED INSTALL PRESSURE REDUCING VALVE TO REDUCE TO 50-65 PSI RANGE. 21 CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED UPON A 1/4'PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO _ ------- ---� --------- -----'-----------------------------------------------T CIVIL PRIOR TO BURIAL. CALL ARCHITECT WITH ANY -^ -"' �1 I DESCREPENCIES. I (/) cr j D W m I 4 I i — I UJ I i I I co 0 I I I I I I I I I I LL I I C —7-71 I I Q ------------------- --------------- --------------- -------- -N- --- 0-11 1-2 1 10 191 �S�� OPROFF�/o N : 1.26'DROP '. .- I� t-4"SS 'S 4 SS 5i12 s - 4"GCo 1 1 I� .{4" _ �.`�Tf GF Ll 21 3"F21 I _ I 3 t Po.G2 — I REVISIONS: _ W I n / � X 2 Po.o2 Q I clTr REVIEW 12/14/07 I LL+ 2"met I I W/T' I I DRAWN BY: DATE: CMY 8/07I06 II II I CHECKED: JOB N0: 2006-02 STB SHEET NUMBER: P2. 16 COMMUNITY BUILDING WASTE & VENT PLUMBING FLOOR PLAN ENOINEERRPA COMMUNITY BLDG tl SCALE: 1 F4 = 1-0NB«w. o �,,,,, PLUMBING PLAN an.Tee caae�aaa-oow NORTH m...ie.b aTsoa OSTEAOOGxbdr.dag a3 N+n I' III KEY NOTES: M clq O CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO O o rl r N TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. a' w a N N ROUTE COLD WATER IN UTILITY CLOSET.PROVIDE gj i SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE 0.l FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16. 1/2"NG O ROUTE 1-1/4'COLD WATER UP FROM CRAWLSPACE. PROVIDE ,/2 NG—� SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED ° ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF 1/2'NG VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. ° I (TYP) 4 ' O4 ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. LCOORDINATE WITH FRAMING. �{ O SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) VENT PIPING FROM FLOOR BELOW.(TYPICAL) O PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL E AUTHORITY. -- -'-'--' `------- -'-"--"A- 1 ----- "-` _ O ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING C t. ro o -' - � - (� i UNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. 6 + 1 - - jr .�. WC 1 _ ,_ ; O GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED E�6 EEEI SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. a 8 -2"V----- h"V --2'V-- I---3"V-- �� -2"V---1 2_. 10 TRAP AND VENT 3 4 CONDENSATE DRAIN AT FAN COIL UNIT. —i 3'VITt j � I 4'VrR ' — --r ® Po.o2 Q /. B 19 I FIB > 19 > 1/2' 6 > .:� TERMINATE AT ADJACENT WALL BOX. N - I 8 •I 'I - 2"V I I 2°y "F •I 8 11 COLD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED __�� s , WE 7 wB-- ��.. I L1 � �I '�..�__..___ we-, 2•y ' ---.-- � ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF C -- lyI I' \J I BT 1 ... .S-1 VALVE'. LOCATE WTHIN HEATER CLOSET AT EASILY ACCESIBLE - - DW i ✓--x.�. .=.'._____.._.. 10 W ,-1O _..._ LOCATION. 1 1-1 2 6 '-'-- 2 to/ 6 �/ ,. 6 '_1/2- 1-1/2" � 2� Q- ' 12 COORDINATE GAS METER PLACEMENT MECHANICAL CONDENSING UNIT ON / --- HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. i4 W TP 8 1-f 2" 6 6 1-1/2- 14 11 / 10 1/2 / 6 1 1/2 ° 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP 1IN WALL FRAMING WITHIN HOLDING STRUCTURE. PROVIDE �Qr_7 1 11 `•".. � E � I COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND � HEAD LOCATIONS. 2 ---'------- 14 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION 16 I REQUIREMENTS WITH FRAMING CONTRACTORS. P4., 4D 15 DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION. SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. 17 FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4".ACTUAL SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN I ° + COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT i ! •- CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE _ I PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NPA. COORDINATE LIMITED CLOSET SPACE D CWITHON PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL I CONTRACTOR. PIPINGCONTRACTOR SYSYSTEM MAINTAIN AT LEAST BURIALE DEPTH FOR PROPER L.EAST 6"BELOW FREEZE DEPTH FOR r IIII+ I STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED O -- �— i CIVILUPON PRIOR4TOPER URIALFOOT CALL ARCHITEVERICT FY WITH�N DEPTH TO ° ; I DESCREPENCIES. IC PROV X DRAIN FOR SATE FROM 20 ROUTED 1 WALL /4"UCOLD WATER UPCOFROMCRAWLSPACEF�PRLOVIDEUNIT. 1 1 1 v� Q p n r� r n' FLOOR PLAN SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED � — BUILDING COM22 SECOND FLOOR PLUMBING PLAN ENGRAVED PLAQUE STATING: "COMMUNITY ROOM COLD WATER 1 L 1 SHUT-OFF VALVE'. ■ ' • V) SCALE: 1 4 = i-D � J J LPL 1/2'HW TOTAL LENGTH: 82 FT 1-14 CW_ 22 f�' � ---�— 9 12 TOTAL DEMAND: 50 CFH €€ --- ---- 8 12 TOTAL LENGTH: 92 Fi 3/4"NG i HW I 7 2"C E TOTAL DEMAND: 50 CFH- . ^� '.WH -- r2V— TOTAL LENGTH: 20 FT 9 12 4 ` "CH ~a~ --.-,_20. I 1/2"HW L-2 I 4 i . TOTAL DEMAND: 140 CFH v 1"CW +3/4"HW 3/4-CW . ' I rr J P4.1 18 r W + 3/4"HW I P4.1 I � 9 12 TOTAL LENGTH: 62 FT i/2"HW WC-2 '--- I TOTAL DEMAND: 50 CFH O co CC 3 4'CW I O " m ® ® _ ® _ ® r-� 9 12 TOTAL LENGTH: 52 FT / 2°WCO 1� 3/4"CW /2CW /I ! )1 TOTAL DEMAND: 50 CFH 1/2 CW 4°/2 3 VIR2"SS __ -r --- I Y -I. SS CW 5 4" I UJ I uu__ ---- F—, —4-- J!G EE R(15 a _ s , {I ° ° r.� �� 0 o co WG_, 2. 2. 5 I I 2' S 2' I_. I L i 1 2' S , W/Tp 5 2 'Co -�1 2'wcO 1 a _.. 3 : 2" 5 ,2" 5 I 2" 5 l"aI mII NIY" C3 1"1 �- -----.- 3/4•CW ,-.._. . ... 1 /2"CW 2'CW 1-1/4'CW 3/4"CW PROFEssi ° o © m - 1 � u, 5112o DF T. BPS _ + REVISIONS: 4" _ - + 7 17 ! I I QO CITY REVIEW 12/14/07 +( BFP-1 OO + NOTE: VERIFY ENTRY LOCATION OF DOMESTIC WATER AND FIRE SPRINKLER SUPPLY FOR 1 I + EACH BUILDING AND ADJUST PIPIE SIZING 'I' DRAWN BY: DATE: THROUGH BUILDING ACCORDINGLY. 18 2-O. L:/ CMY 8/07/06 CHECKED: JOB NO: STB 200&02 SHEET NUMBER: l 13UILDING COM22 FIRST FLOOR PLUMBING PLAN _ P2. 17 L SCALE: 1 4 = 1-0" © U ,I SHEET TITLE: ENGINEERS,PAY Y BLDG COM22 �^^N�-+•^^ o s«> PLB PLAN em.>sa �lzae>ace-Dena V]O O O O vi b O O rn y O rn py {x, �l I I c c `1 I c m > I d I � ✓<R � I J T ✓<R In \\� I / � I / I I � ✓<R I rJOR FAS��)2 \y �I I I f�pl \�poo RrO�NE � I 1 1 I I I 1 I � � 2`5�'%' 3"✓r I Z WITH 1 I I I I I I I I I I 2" �� ppp¶OJ EpU"R 0 G W/ . I > �Ji I xr�i ✓<R 1i� NO fro5P el PS R I J O W/T � 2" 3 `C I oruJ t,+l�"J( Imo' /I 2" I �4`55 z vfP 2"� ��: � � I I I 1� I 1 > < Q J I Z I I � 2" a"55l I I JY ' 'J Oco W 7 I J I J'� O I LL.L.L 4"55 i I 1 I I 0p� Q I I N I I I I I I I I "55 PED PRO""s �'INC, o� I I 2"1.P• I 1"�" N "� r = �" •� 9T P I �/ F•/F f DF �O �: I N T. BPS ISOMETRIC SIMILAR TO BUILDING 2F222F oEC�OREEVEW ,2/1407 I i DRAWN BY: DATE: MY 8/07/06 CHECKED: JOB NO: STB R 0 SHEET NUMBER: 1 BLDG 2222 PLUMBING ISOMETRIC PLAN P3.0 SCALE: NTS e I k h o r n SHEET TITLE: 2 ENMNEER8,PA BLDG 2222 PLUMBING ISOMETRIC noo o 9 M OOo O - , , = 0 N N � W � T/j b O O a, o rn i m m iN I I r.y I 1/2 LFROM I I 12�f�it ;� L•' v �� 1�p 5rA ���I I\` I Y7 ' I / EOpR! � I I a T .y� I ❑ T P FCA 455 255 I 255 .,,1 j 3.JR` PRo�PC 0LINE yP$��) ,.o' 3� �j1 . .. .... .. 2'rN I —�R° 5 J yI1-0i� y 55 005 ,aµplREp `SEP As REp 2 i I I Na r4�r p r F I� 55 I I I i �1 2 — rtR re'� 4 55 ram. I I 255 I $' I I `•� I G� C) 5 +s I I I I LIB I I ,SIT 2'S I- j" R I r' I k ��' I cn �J 255 / r3. I i i �( of I I I I I s5 I r LLLL 2 2yt3, I 255 5 �R r�pE�r I I I I I I a 2 la re/ \ 3 ,d `2, I I I 1 r�2+� I I �'✓ I�a 25s 111/2 y\`�y I y� _ I , - I I I I " I 2 J 155 LLI U -------------------- 12ss 2/ VI t O >1Y Z 3 I I I I I I LLI II � re I r� I I I 1 Q tom,/2 W'/1•P I I ' I a LL /Z I I I I I I \2^ 1S,P0 PROFES I I I N � 512r° 2 I/2 I 2 a Ilk 9�P OF T. 5 P, REVISIONS: I Qp CITY REVIEW 12/14/07 I DRAWN BY: DATE MY 8/07/06 CHECKED: JOB NO: STB 2006-02 55 ` SHEET NUMBER: 2, 2 BLDG 2332 PLUMBING ISOMETi RIC PL N `O P3. 1 SCALE:NTS e l k h o r n sHEEr nTLE: ENOINEEFtS.PA BLDG 2332 PLUMBING ISOMETRIC V]O O O O M H O W 00 Q t/j b O O eELow a a w 2k" R NOR P GPL) JIR ONLINE V(R fli R�pF G 1pwi UIRED / o E E 5P PING A5 R 1 �OrFS� I I I I I ' I I I L � I ` c vfRl VIP I � I 7 I I 3"JRI�t L C�Qr ll � Lj DTP R 1 I I I I I I I I I 3"� '�� I I I I � A 1 `Y� S k"55 1 1 S O i 7 I I I I I W I I �J _I I I I I 1 I I .I I I S J Q I I I I I I 1 I I r l I I L j I I I I I I I I I I I < Z s _ 5-1 , S � I I I I I I Z) W I h D I I � Ileco \\ Lu I � I a 1 I I \ SSA.I I 1 � 'NAY I I T I, I I 2,VG 1 jj I g 55 LL LL Sg1 I I 2" i55 j I �/i•P I i t > I d I Y k"55 1 r J 1 I PROF",o S Si I 1 I DF SOP c N T. BP SS flEVIS10NS: Qp CIN REVIEW 12/14/07 4"55 0-BY: DATE: G� CMY 8/07/06 �}"' CHECKED: JOB NO: S1B 2006,02 SHEETNUMSER' ELDG 4224 PLUMBING ISOMETRIC PLAN .�`At�� F. P3.2 �+ SCALE:NT$ U U(a u m SHEET TITLE: VS {EIIN�NUUUUEEIIIUM PA BLDG 4224 K �Ln nN uoe,aeboeaa PLUMBING mom.:w earns m 2ae)9se aaaa ISOMETRIC J R v o 0 0 ll I "1 3"JIRM I I I I I I ARM I I I ✓<R I 7 .� OW BED � c JNz I' P�OFIO�INE 0" R THIN 5 3" �llr5.0 `• I S I i i N O o 0 00,flos REANIRE NOED 5pPINS P N j j`•� � � i 1 �� I� I I � I � I I I pPPS� � � A4 I i I `. � I I � I� I I I I I'. `•� � Q 13 fp, joc I ^ I I I I I S5� „o o a" ;� g lm I I 7 L I WI i i "�'-� ,VfRA 55 I `h ` I I I I I I I I \ o 1 I I\ I N I I I I j I I I �`� ci VTR llhl 1 I � a" I �I I I ] V w a tl a I I �� SS I I I I 2' CC J a> i W/ I � i I I f�i � Wny J LL ov L W wI �/ • r i I I I j I ��^� a Sg M 5 J I I I I I I I LL1 O m II I > I I gS I I I i i 2"I w N a,ss I i i i I I i i I I s5 Q a"09 t li I I I I I I O I w ' f V— I � �I I Z i.P• i1 j IN I \I I I 55 S1R'PED PROFFgfi I a" eel, I I� a T. S PSG S--a7 .IrAJ REVISIONS: QO CITY REVIEW 12/14/07 s5 y! DRHWN BY WE: MY 8107/06 CHECKED: 1 JOB NO: n"55 STB 2006-02 .'� 2 ` SHEETNUMBER ` '-------------" : ------ /■/�O 1 BLDG 322223 PLUMBING ISOMETRIC PLAN \ P3.3 ■ SCALE: NTS elkhorn SHEET TITLE: ENGINEERS,PA BLDG 322223 PLUMBING ISOMETRIC / I V O O O O 0�0 O H � \ D\ I N PROM I ( I wA 1 t-1/SACK I I I \\j100 r\ I i i i 3 VfR 1il +� I OW 4� I I I I a'BE� I I JrR"`� UE VIP ! PROM 3 PROO P 5-0 I 1t15 " II \ C " l w , crn oRP 00 RE' `\ d I/'� I r/�NO DESEIPIRC P5 t I I Rp1E�P Al R `\ I I 0 3 A 5 "55 I �'I �R I vv`v j 4,55 I Z I JIR I I 2 3" I \ I c Ua tpN// I I I j ~ /I' I ��5 � �I � � I I I � ❑ I I I I WIT I I I I \ I I I � � �� ZN /1-1/2 � I �I J/ i 2✓55 2°55 1 I � I I \��\\ \ j I\ 1/ I\ I I I I / I 5 I L I I I \ I ('j I I I Lf I a"5 l `\� I 14 R / "�- y D 4 VIP �IrR 2"55 lk \\ I R I O I \ I 1 J 25 3 I t/ZR13" I 2 W 1 5 . V I t C�1 JIR I \ I Q I I I I \ I \� I I 1 v! I ui I I 2 \(1'1P ENT \>, I I \ I \ I I I I I Lu 0— � 5 1 I I I I ,,16 7I 0 2 3✓v<R' ` I I i I I 1 I I I I I I cc LLI U) J ui oC JY I I O \ o I 7 I I \f\ I i I I MM LL I \\ I ILL I ' I\\ I 2 o 55 •\ I \ a" rf%' P% •� I � � I I � a I S\ I I I I I I PROFFgsi > I T I I I 2' 1 55 IN/ 1✓ -• r r V- OF /2—Z r-07 01 �// ,1 REVISIONS: OA CITY REVIEW 12/14/07 I �/i P �✓� SS \ / 2"55 a✓55 5 BRAWN BY: DATE: 2 CMY 8/07/06 CHECKED: JOB NO: SS STB 2006-02 SHEET NUMBER: BLDG 323323 PLUMBING ISOMETRIC PLAN t��(H I P3.4 a �'55 SCALE: NTS (aI Li or ll lJ 11 SHEET TITLE: ENGINEERS,PA BLDG 323323 PLUMBING ems..„ eaw I"°(zoe)aeeooua ISOMETRIC VJ O O O O KEY NOTES: O PROVIDE DISHWASHER CONNECTION KIT FOR WATER&WASTE. o 0 O ROUTE 1/2"HW/CW BELOW COUNTER TO SINK/DISHWASHER. I o a O DROP TO FIXTURE FOR SIZING SEE ROUGH-IN SCHEDULE. O DROP TO BT-1 &WC-1 WITH 1/2"CW. i I ( ( O APARTMENT SHUT-OFF VALVE. MARK WITH 2 PART LAMINATED TAG WITH VALVE CLEARLY MARKED"APARTMENT SHUT-OFF VALVE". MOUNT IN ACCESSIBLE LOCATION BY WATER HEATER. FOR WATER HEATER INSTALLATION SEE DETAIL 2/P0.02. 'TENT"ALL WATER PIPING IN ATTIC WITH BATT INSULATION PRIOR TO ( FILLING W/"BLOWN-IN"INSULATION. I I I 1 � C 7 (1) WC-1 WC-1 a 3 - CW —=- /4 CW T 3/4"IIW 4 3/4°H'N c c HW/CW I r�� T/4'HW/CW i I �l __I r,. . �� I . 2 1 r I � f UP 0 2 D R.R. 2 D FlR. 1 y 3/4 HW CW 3 4 HW CW :F7- 5 I I I 3/4"HW/CW .`I'.nrvwl _.�.. T� I I O � 3/4"HW/CW I it I a � ob s l I I ( _ 1 I I 1 I � -�-= W I- 1 213EDROOM DOMESTIC WATER 1 � W � SCALE:NTS pq 1 ( > z r 1 � 4 BEDROOM TOWNHOME DOMESTIC WATER 1ST FLOOR 5 3 BEDROOM TOWNHOME DOMESTIC WATER 1ST FLOOR SCALE: NTS pq,1 SCALE: NTS c J I _ ui s 10 01 O m 1"hw/CWYV� � G II i t v 5 Y a 2 _ co 11 s I 3 yii'S 4"4W/CW 3 4"HW/CW------------ L� ILA 1/2 CW it ih-._.•.--__JI ______.__ I I'l4._______� '— 1 I I� c�S��g N OfEss/a P � 5112z OF _< REVISIONS: OQCIN REVIEW 12/14/07 DRAWN BY: GATE: CMY S/07/06 CHECKED. JOB N0: STE! 2006A2 SHEET NUMBER: 4 BEDROOM TOWNHOME DOMESTIC WATER 2ND FLOOR 6 3 BEDROOM TOWNHOME DOMESTIC WATER 2ND FLOOR 4 '/n'tII/F���\t(\1, � P`TT" � �� �� �Y{�'A U�®U � SHEET TITLE: SCALE: NTS pq.l SCALE: NTS P41 3 BEDROOM DOMESTIC WATER � �Nuuuuu®®�EE � J U PLUMBING PLAN SCALE: NTS SYMBOLS KEYNOTES 6too ~�M o O1 HOMERUN TO LOADCENTER 'H' ON NEAREST BUILDING. 1 A I PAD MOUNTED TRANSFORMER 2 INCLUDES AN UNSWI TCHED LEG FOR THE RECEPTACLE AT --- FURNISHED AND INSTALLED BY UTILITY O a o0 COMPANY THE PICNIC AREA, rn N N y O3 ROUTE THRU TIME CLOCK/CONTACTOR ADJACENT TO THE �y POLE MOUNTED LUMINAIRE LOADCENTER. (SINGLE-LUMINAIRE) (4 CONFIRM EXACT LOCATION OF SIGN WITH ARCHITECT. - DECORATIVE POLE AND LUMINAIRE ® LUMINAIRE DESIGNATION O JUNCTION BOX GENERAL NOTES A. LOCATIONS OF TELEPHONE AND TELEVISION SERVICE POINTS ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE INSTALLATION REOUIREMFNTS WITH THE UTILITY COMPANIES AND INSTALL THE CONDUITS TO THE EXACT LOCATION AS SPECIFIED BY THE UTILITY COMPANIES. B. COORDINATE LOCATIONS OF TRANSFORMERS, UNDERGROUND p) CONDUITS FOR ALL UTILITIES, ETC., WITH THE WATER C AND SEWER EASEMENTS. 'E C W a � ' m I Ij I I I - I I 1 I I 1 I I I I I I I III E3.0 BUILDING 500 I BUILDING bmO 2222 �22 I 322223 _ 2 - II \ / v, II �, \ �. ,--- � I � � �i I I I BUILDING 4mG UJ �` I O Z P1 / / P, \ \ \ 0 61 J Juj \ \ F BUILDING•aoo I I v1 oLL 22 8 AWG \ \ 1 — Z O Iui I (� 3 E3 COMMUNITY E3.0 15 BUILDING 3 � o GWP FC O } I GGMMUN!?Y ! g LsI��b UJ ROOM I LOADCENTER� 2 O D \ E3.0 / 8 AWG C-5 % co FT- C-1(3)' S \ W PLAY AREA \ J m � BUILDING 3m� I / - 4224 P' I L I I Q I I I I � I I I 1's TU d BUILDING Io0 \ \ & wNAL 323323 BUILDING 2�OD 993 L i e 2BF2I22DFING'BOO _ _ E3.o OF 2 H A F PPP i I I I' I I� REVISIONS: DRAWN BY. DATE: JFF 12/22/01 CHECKED: JOB N0: /� ® - JPF 2006-02 ELECTRICAL SITE PLAN FA R R E N SHEET NUMBER: SCALE: 1 20'-0" NC. ELEC,SITE 0' 10' 20' 30' 40' ELECTRI CAL EN OI INEER8 BOISE BOMB SHELTER SHEET TITLE: 60O W. CURLING DRIVE, BOISE, IDAHO 83702 PHONE (208) 429-1309 FAX REN E(208) 429-13O8 e FAR N GI N EERI N G.COM PROJECT: 06-058 FIRE ALARM SYMBOLS KEYNOTES ® 120 VOLT SMOKE ALARM O TO 120-VOLT RECEPTACLE CIRCUIT IN THIS ROOM. p o o N N 02 20A/1P RELAY. INTERLOCK EXHAUST FAN WITH FCU-4. EXHAUST FAN ON WHEN FAN-COIL UNIT IS ON. a � W LIGHTING SYMBOLS Ivr SINGLE POLE SWITCH AT 46" wi THREE WAY SWITCH AT 46" FAN CONTROL SWITCH AT 46" O a LIGHTING OUTLET AND LUMINAIRE CEILING OR WALL MOUNTED a LIGHTING OUTLET AND LUMINAIRE WALL MOUNTED. WITH EMERGENCY BALLAST 0 FLUORESCENT LIGHTING OUTLET AND LUMINAIRE SURFACE MOUNTED lP ® FLUORESCENT LIGHTING OUTLET AND C LUMINAIRE. TWO LAMPS ON EMERGENCY C BALLAST. PROVIDE A SWITCHED LEG TO C THE AC BALLAST AND AN UNSWITCHED LEG III TO THE EMERGENCY BALLAST.EXT d U ® CEIL INGGOR'WALLLNG UMOUNTEDD LUMINAIRE o 0 U U N OF2 LUMINAIRE DESIGNATION ' U OS , OCCUPANCY SENSOR - CEILING MOUNTED 0+ Z g SUBSCRIPT INDICATES TYPE 4 ©t OCCUPANCY SENSOR -WALL MOUNTED ®L SUBSCRIPT INDICATES TYPE Q OCCUPANCY SENSOR SCHEDULE DESCRIPTION MOUNTING COVERAGE MANUFACTURER NOTES t ® WALL SENSOR Wall Sensor Switch ..........— . ..._.......__....._...�— Passive infrared,120.volt,adjustable time delay, 2dX 20' 1 En, � +46" WSD-W COMPUTER - adjustable sensitivity ROOM � � o z — WALL SENSOR IO3 I PATIO ©ZlPassive infrared,120-volt,adjustable time delay, Wall 2aX7A, Sensor Switch 1 tadjustable sensitivity,controls lights and exhaust H46" WSD-2P-W lfhn independently. •IE ( ICEILING SENSOR Sensor Switch Passive infrared,120-volt,360 degree coverage,time celL'ng 12 ft.radiusR-9 1 1 01 -` s, delay sdyustable �_M��—_ C� J 1� --._...—....— _� �__.. NOTES: LIVING ROOM ' t ' t 2m2 — — STORAGE 1. Or approved equal in Hubbell or Watt Stopper. v �13 ci y �W U ENTRY sle srl 01 O sI1 BEDROOM G �J zm1 J Q LL S , WOFrZUT Q Z s, IROOM i13 pC /z� HALL UJ 2E94 S12 DINING ROOM ', M V) Ir Q...,.2......._—...—, ____ 2O3 C 0 6 W —n W c _...._ .—.... 1 O P N "�",y� EF KREN O KI Z�rNEN I o 3 N N 1 �1 ~ J LALNVDRY 3 1" 1 I� — — IIIHIII' I �112 e ..-...._ ® III((/JY UTILITY O (U� BAri1 S O _.._ ' O SI N STIE L p HALL N LIL 109 2 U1a`1ENS _ EF O , 106 .._.. S 2 - D I a„ 0 I' II SI, 0 ® � I to nwc BEDROOM I BEDROOM 411 208 �oNAL f,� 0 OF oN P. F PPP REVISIONS: COMMUNITY BUILDING LIGHTING PLAN SCALE: 1/4" = 1'-O" DRAWN BY: DATE: 1• 4' to' ,1FF 12/12/01 CHECKED: JOB NO: JPF 200b-02 FA R R E N SHEET NUMBER: ENGINEERING, INC. El.E L E C T R I C A L E N G I N E E R S BOISE BOMB SHELTER SHEETTITUE: 600 W. CURLING DRIVE, BOISE, IDAH❑ 83702 COMM.BLDG PHONE (208) 429-1 309 LIGHTING FAX (208) 429-1 308 PLAN FARRENENGINEE RING.COM PROJECT: ❑6-058 TELECOM SYMBOLS KEYNOTES goo s JUNCTION BOX Oi SINGLE POLE SWITCH FOR CONTROL OF RANGE HOOD '''1 � 00 vi FAN/LIGHT. 0,h N N 0 TELEPHONE OUTLET BOX AT 18" (UNO) 2 y 0 0 cMPFGI O(2) 2" EMPTY CONDUIT FROM IRRIGATION CONTROLLER OUT N N _- -2a" EF rM SINGLE-GANG BOX WITH SINGLE-GANG TO LANDSCAPE AREA. COORDINATE EXACT LOCATION WITH S�H7 24 VAC COVERPLATE -- (1) TELEPHONE PORT AND CABLE. LANDSCAPE CONTRACTOR. 'p CABLE TO THE TELEVISION OUTLET BOX AT 18" (UNO) O TERMINATIONI NGLE BOX ON THE BUILDINGTILITY EXTERIORMPANY'S o7 PATIO SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE 212 (1) TELEVISION PORT AND CABLE. n C ROOM R 013 E GFCI 124" 0 102 C-25 C-23 STOR E - - 213 F - -- - -- -- POWER SYMBOLS ij LIVING ROOM P" SINGLE POLE SWITCH AT 46" WORKOUT 202 ROOM DUPLEX RECEPTACLE AT 18" 04 CFCI WATND FAULT CIRCUIT INTERRUPTER DISHNASHER D DISM&RDDF NHILE IN USE C ENTRY C 101 C-21 '- 81-5 W SPECIAL PURPOSE RECEPTACLE AT 18" a r 1 81-8 BEDROOM ®R SUBSCRIPT INDICATES RECEPTACLE TYPE R RANCE.NINA 14-M AT 24' 207 EF 7W 4 24 VAC a DRYER RECEPTACLE, NEMA 14-30R, AT 46" E c OFCI u v DINING ROOM O JUNCTION BOX WITH BLANK COVER KITCHEN I I 203 Q DW DISHWASHER 7� °3 rr 105 _ AC B1-10 19.C-19 GFc B1-it 4o4L - MOTOR OUTLET ,, H t CFCI PC- C-17 THERMOSTAT OUTLET AT 54" Q I FCU 1 HPHALL 11C-13(15 P O / BAN s 1 AC OF 1 61-16 2 BATH c'C Q TRANSFORMER. 50 WATTS, 120-24 VOLTS. +8 r t _ cFC B 1_13 KITCHEN wP MEN8 0 UTILITY 2 075 WH GFC.24I GFCI C-32 C a 101 10 AWG 2m3 8 AWG AC SAFETY DISCONNECT SWITCH 4" MH JAN. Bi-4(6) B1-17(19) GFc11 LAUNDRY-70 a AC 106 13 -15 B1 9 -4 BATH 210 WATT-HOUR METER � -- - - - - EEI GFD +48• cFm 0 B C-28(30) 0-12 ACC +4 0 LIGHTING AND APPLIANCE PANELBOARD FLUSH + " 10 AWG C-6 j .-1-- MOUNTED, TOP AT 78" N8 C-39 T T C26) C-14 m 108 10 AWG +e" 81- ----�_ EF MECHANICAL EQUIPMENT DESIGNATION 0 AWG a 81-3 �C-20(22) C-18(1 ) +4 a 10 AWG 10 AWG T C-4 _ D 30A/2P GFCI TC AC ABOVE COUNTER -�• UNO UNLESS NOTED OTHERWISE 30A/2P + C-38(40) 3R/NF B1-18(20) 3R/NF WP I WF> WEATHERPROOF WHILE IN USE FCI 1 1 I I 24. BEDR BEDROOM AFF ABOVE FINISHED FLOOR C U '----- �� CIRCUITING SYMBOLS L EF eCU 28 MCA CU 19 MCA a 2aoN e24o/1 EQUIPMENT W // UNLABELED CIRCUIT IS GROUNDING (2)12 - (1)12EG -Y2" CONDUCTOR (EG) UNGROUNDEDBEGINNING J �� / INDIVIDUAL OF CONDUCTORS 1�J CIRCUIT NEUTRAL (N) > Q Z CAPPED 1 J U W PANEL HOMERUN. (3/4" MIN) DOWN UP (3)12 - (1)12N - (012EG -/3/4" �! SIZE (AWG) / � (I• Q QUANTITY-J/ \� RACEWAY CC / J LOADCENTER C 2 O VOLTS: 120/240,1Ph.,3W MOUNTING Flush LOCATION:COMMUNITYBUILDINGINTFIUOR MAINS: 225A/2P Main Circuit Breaker AIC: 61K SOURCE: TRANSFORMER m y v p a J 4 r p a p ¢ USE a > p USE < S U 1 2 20 Lights-Parkin Lot 2.00 2.0 SPARE 20 1 2 p� 3 _ 01 j 0.7 0.12 rece s-anitor/toilets 20 1 4 00 5 1 30 Lights-Plav round 0.23 0.1 0.5 0.54 rece s-hall _20 1 6 7 1 20 Lights-E,,terior Bldg 0.14_ _ 1.2 1.20 Washer 20 1 8 9 1 20 rece s-kitchen 0.54 1.0 1.2 1.20 washer 20 1 10 li 1 20 nu no are 1.00 1 8.0 1,2 1 1.20 washer 20 1 12 13 2 50 Range 8.00 1.2 1.20 washer 20 1 14 PC ONE LINE NOTES 15 - z 50 5.00 dryer 30 2 16 17 1 20 dishwasher/disposal 1.20 0.7 - 18 -"-" 19 1 20 rece s-kitchen 0.72 0.9 5.0 5.00 dryer 30 2 20 U_ CENTER CENTER 21 1 20 rece s-workout rm oso 0.9 23 1 20 rece s-ofce 090 1,1 5.0 5.00 dncr 30 2 24 B1 C O GROUNDING ELECTRODE SYSTEM: 25 1 20 rece s-Computer 1.08 - - - 26 27 1 20 SPARE 5.0 5.00 drver 30 2 28 #4- METAL WATER PIPE 29 1 20 SPARE - - 30 - GROUND RODS )6- FOUNDATION DATION STEEL 31 1 20 SPARE 0.5 0.54 rece s-laundn 20 1_ 32 33 '1 20 SPARE SPARE 20 1 34 w ALSO BOND TO: 35 1 20 SPARE SPARE 20 1 36 w #6 - TV SERVICE BOX 37 1 20 SPARE 20 7.ao CU4 40 2 38 _ v #6 - TELEPHONE SERVICE BOX 39 1 30 FCU-4 L7o 1.7 - 40 _- COLUMNTOTAL$ 0.0 6.7 10.2 2A 5.4 24.8 o TOTAL CONNECTED LOAD - 51,5 AN2S: 214.5 O PROVIDE LUGS APPROPRIATE FOR CONDUCTORS USED. \,pNAL et,_ 6 n NOTES 1.Provide HACR circuit breakeron 39,38(40). ''93 PAD MOUNTED TRANSFORMER - - - AND PPD BY _ GENERAL NOTES Ito h � UTILITY CO. OF \ 100A 225A ��'P. N� _ _ I 400A I �2P 2P I A. ALL CONDUCTORS STRANDED COPPER. F PQ I 12P I M 125A M 225A I B. ALL UNDERGROUND SERVICE ENTRANCE CONDUITS SHALL BE A, SOCKET SOCKET SEALED IN ACCORDANCE WITH N.E.C. 230-8 AND 300-5. GROUND L J NEUTRAL - REVISIONS: TO PROVIDE SERIES RATED SYSTEMS OVERCURRENT DEVICES IL 2 AND ENCLOSURES WILL BE LABELED AND IDENTIFIED AS -®-- -- UG/S -- SERIES RATED, THE OVERCURRENT DEVICES SHALL BE AIC RATED PER MANUFACTURERS LABELING OF THE ELECTRICAL UNDERGROUND PRIMARY (1) 4" CONDUIT (SCHEDULE 40 PVC) 1 EQUIPMENT. BY UTILITY CO. EACH WITH (3)500 KCMIL _ DRAWN BY: DATE: JPF 1242/01 METEE-STACK - COMMUNITY BUILDING CHECKED: JOB NO: 65K AIC Q VOLT, ,m, 3W COMMUNITY BUILDING POWER PLAN - ®-_- S �.•� 65K AI FA"4/� RREN SHEET NUMBER: o°ALE'2,'/4" = , o" F ENGINEERING, INC. E;71:1_�__F"_��! E L E C T R 1 C A L E N G 1 N E E R S E1•2 1 4' 10, BOISE BOMB SHELTER SHEET TITLE: 600 W. CURLING DRIVE, BOISE, IDAH❑ B3702 COMM.BLDG PHDNE (20B[ 429-1309 POWER FAX (213BI 429-13OS PLAN FARRENEN13IN EERIND.COM PROJECT: 06-05B ---� TELECOM SYMBOLS KEYNOTES goo � g QJ JUNCTION BOX J HOMERUN A SINGLE CABLE TO THE UTILITY COMPANY'S .+d - vi TERM]NATION BOX ON THE BUILDING EXTERIOR. CONNECT o o h / N N 0 TELEPHONE OUTLET BOX AT 18" (UNO) ALL INTERIOR OUTLETS TO THIS SAME CABLE. SINGLE-GANG BOX WITH SINGLE-GANG 01 COVERPLATE u2 I£ w (1) TELEPHONE PORT AND CABLE. 02 0 a{ TELEVISION OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEVISION PORT AND CABLE. C2-38(40) 10AWG I c E� I _ POWER SYMBOLS - A' TECH 3R/ t nwc 2 vY� FAU WH +46 'a � SINGLE POLE SWITCH AT 46" ti m DUPLEX RECEPTACLE AT 18" LOADCENTER C2 CFCI CRWW ALLT CIRCUIT INTERRLPTER DISIAMSHER / C2-36 �t VOLTS: 120/240,1Ph.,3W MOUNTING Flush LOCATION:Community Bldg 22 o IS AL s^'I�IN USE C ,D MAINS: 15OA/2P Main Circuit Breaker AIC: 22K SOURCE. Transformer C 0 Y ° uUSE p b Z p USE U ® SPECIAL PURPOSE RECEPTACLE AT 18" - d �n1�� @�� J .a ^a 2 R SUBSCRIPT TIINDICATES RECEPTACLE TYPE �- --' t0 1�11 AT 24' �48�G E 1 1 20 Utd' Room 0.7 0.1 IA 0.8 Tech Room 20 1 2 U c2 dto AWG 4 t 3 1 20 Washer 1.2 o,t Os 1,z a.6 t ift3) 10 Faxrcise Room 20 1 4 ® DRYER RECEPTACLE, NEMA 14-30R, AT 46" 20 Washer 12 0,3 0.7 1.2 1.0 D o ° srt _ Commnn p,Room 20 1 8 V o Ioi 7 2 30 Dryer 5.0 0.5 5,0 0.5 � 2 �'' 0 AC p o 19 AC +4g" - - Hal]cezc 20 1 10 Q 9 0.3 0.2 0.3 a~ a` •GFCI cF 0 0 11 2 30 Drver 5.0 5.0 SPARE 20 1 12 Q JUNCTION BOX WITH BLANK COVER 3 --- =+ y DW DISHWASHER O C 13 SPARE 20 1 14 `u 15 1 20 Refrigerator 1.0 1,0 SPARE 20 1 16 el `N 17 I 20 Kitchen rece 0.4 0.4 M MOTOR OUTLET �, g to � SPARE 20 1 18 a 19 1 20 Dishwasher/Disposer Lo 1.0 SPARE 20 1 20 C J gg EXCERCISE KITCHENETTE T 0 3 21 1 20 Microwave/hood l.0 1.o SPARE 20 1 22 g -� 23 2 40 Cookto 8.0 8.0 SPARE 20 1 24 0 THERMOSTAT OUTLET AT 54" Q t 3 25 - - SPARE 20 1 26 27 BUSSEDSPACE BUSSED SPACH 28 IILL\\vv 29 Q TRANSFORMER. 50 WATTS, 120-24 VOLTS. 177 BUSSED SPACE BUSSED SPACE 30 31 BUSSED SPACE BUSSED SPACE 32 sIE 33 BUSSEDSPACE BUSSED SPACE _ 34 ' 35 BUSSEDSPACE 1.7 1.7 SAFETY DISCONNECT SWITCH G MUNI Y R O� 37 BUSSEDSPACE q,p 40 Furnace 20 1 36 Condensin Unit 20 2 38 g g 39 BUSSEDSPACE 40 O COLUMN TOTALS o.0 5.7 u.o 0.7 3.a 1z.4 WATT-HOUR METER e TOTAL CONNECTED LOAD KVA:133.6 AMPS: 139.8 LIGHTING AND APPLIANCE PANELBOARD FLUSH MOUNTED, TOP AT 78" B clot -- ET MECHANICAL EQUIPMENT DESIGNATION z e DALL SFI gCH M a AC ABOVE COUNTER UNO UNLESS NOTED OTHERWISE 1- - WE WEATHERPROOF WHILE IN USE AFF ABOVE FINISHED FLOOR I « CIRCUITING SYMBOLS T EQUIPMENT UNLABELED CIRCUIT IS GROUNDING J (2)12 - (1)12EG-1¢" CONDUCTOR (EG) J UNGROUNDED J �- BEGINNING OF CONDUCTORS IfL_t��s°, INDIVIDUAL LL CIRCUIT NEUTRAL (N) Z CAPPED J J w PANEL HOMERUN. (3/4" MIN) DOWN UP (3)12 - 0)12N- (1)12EG -/3/4" �SIZE / (� QUANTITY RACEWAY- z y L L W Q Uj � Y .J _ Loao LOAD PC ONE LINE NOTES LOAD LOAD LOAD CENTER CENTER CENTER CENTER CENTER B 'C2' B B B O GROUNDING ELECTRODE SYSTEM: )6 - METAL WATER PIPE #4 - (2) GROUND RODS w )6- FOUNDATION STEEL 10 ALSO BOND T0: N6 - TV SERVICE BOX `I N6 - TELEPHONE SERVICE BOX PROVIDE LUGS APPROPRIATE FOR CONDUCTORS USED. NONAL PAD MOUNTED TRANSFORMER ANDIPAADD CO. I �� N la�2r�o _ I I b 400P I 1 2POA \12POA GENERAL NOTES I ODA 100A `IODA / / I - I I )2P 2P >2P 12P I M 125A M 150A A. ALL CONDUCTORS STRANDED COPPER. I A 125A 125A 125A SOCKET SOCKET I L--M-SOCKET - M S60CKE.T - SOCKET ce0uN4_ - - -- - = B. ALL UNDERGROUND SERVICE ENTRANCE CONDUITS SHALL BE [OUND .11 SEALED IN ACCORDANCE WITH N.E.C. CONDO AND 300-5. REVISIONS: 2 TO PROVIDE SERIES RATED SYSTEMS OVERCURRENT DEVICES ----$-) -- --- UG/S - AND ENCLOSURES WILL BE LABELED AND IDENTIFIED AS COMMUNITY BUILDING 22 ELECTRICAL PLANS UNDERGROUND PRIMARY/ (1) 4" CCNDUir (SCHEDULE 40 PVC) 1 SERIES RATED, THE OVERCURRENT DEVICES SHALL BE AIC BY UTILITY CO. WITH (3)500 KCM1L RATED PER MANUFACTURERS LABELING OF THE ELECTRICAL EQUIPMENT. SCALE: 1/4" = 1'-0" 11 2, g, t, 4' 10, DRAWN BY: DATE: ME1J=R STACK-- COMMU�T]' BUILDING #2 JFF 12,22/01 120/240 VOLT, 10, 3W CHECKED: JOB NO: 65K AIC ,,..�- .-.,._^<, A_-��-- _ ----� JFF 20M-02 FFA R R L SHEET NUMBER: ENGINEERING, INC. E1.3 ELECTRICAL ENGINEERS BOISE BOMB SHELTER SH-TITLE: 600 W. CIJRLINO DRIVE, BOISE, IDAH❑ E33702 COMM.BLDG#2 PHONE (208) 429-1309 ELECTRICAL FAX (208) 429-1 30B PLANS FARR EN ENC3IN EERI NE.COM PROJECT: 06-058 KEYNOTES Ol CONNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. v SWITCH FOR RANGE HOOD FAN/LIGHT. Ln m ry Un N o CD ' HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES o, TERMINATION BOX ON THE BUILDING EXTERIOR. 4 a w o O4 NOT USED. !! O DRYER BOOSTER FAN ON FIRST FLOOR UNITS ONLY. !j ACCESSIBILITY REQUIREMENTS A. LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, !, "'-- ""-'--'- -- --- -'-- THERMOSTATS, AND OTHER CONTROLS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS LISTS), PER THE REACH RANGES SPECIFIED IN THE FOLLOWING DOCUMENTS: O1 I 11 FAIR HOUSING ACT REGULATIONS CODE OF FEDERAL REGULATIONS (CFR) TITLE 24, 100.205 sn slt UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) C SECTION 4.2C C O AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) Q e-3 I I A117.1 SECTION 308 d g U AMERICANS WITH DISABILITIES ACT i ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. I c iG J ' 1 II cFcl ° ° �B B 6 i °—° DESIGN CRITERIA 7K m � BF1 8-77(19) B-16 \O V U jl I BAwc B-1' 9-0 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE -l\' B-i lC1 B-IJ Ll� OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT ®L { r. slz -._...--.-.._ __.._ —`1 'e-12 Ac GFCI TY PER NEC 210,8(A)(6) ® ., PE P AC � 91 CI CF I�D D I FI 7 s -� POWER SYMBOLS B-16 �Cn SINGLE POLE SWITCH AT 46" a1 B-10 B-a O r' TWO POLE SWITCH AT 46" O1 1 DUPLEX RECEPTACLE AT 18" (UNO) `} GFCI GROUND FAULT CIRCUIT INTERRUPTER 01 WP Y NEATR�PROOF VE AT MOLE IN USE DINING ROOM D DISPOSAL 1O: z ®R RANGE RECEPTACLE, NEMA 14-50R, AT 24" O3 ®p DRYER RECEPTACLE, NEMA 14-30R, AT 46" C Ks1 YF I 0 DOORBELL PUSHBUTTON AT 46" Q DOORBELL TRANSFORMER Q DOORBELL CHIME AT 82" ( , Q JUNCTION WH DONHWASHER�WITH BLANK COVER 1 1 1 DN WATER HEAT LLI xy MOTOR OUTLET Z ui ❑� AIR CONDITIONING DISCONNECT SWITCH J BRANCH CIRCUIT LOADCENTER Q FLUSH MOUNTED, TOP AT 78" V- eMECHANICAL EQUIPMENT DESIGNATION Z w CL < AC ABOVE COUNTER Q CD Ici TELECOM PLAN - TWO BEDROOM UNO UNLESS NOTED OTHERWISE JJ LIGHTING PLAN TWO BEDROOM POWER PLAN TWO BEDROOM � Z y. SCALE: 1/4" = l'-O" SCALE: 1/4" = 1'-0" SCALE: 1/4" = l'-O" W r/1 0' 2' 6' O' 2' 6' v� 2' 6' LIGHTING SYMBOLScc 1' 4' 10• 1' 4 10' m Z) W i' 4' 10' /LLy�I In SINGLE POLE SWITCH AT 46" 0 lir THREE WAY SWITCH AT 46" CEILING FAN CONTROL SWITCH I— w _1 FLUORESCENT LIGHTING OUTLET AND co LUMINAIRE GF2 LUMINAIRE DESIGNATION cc TELECOM SYMBOLS Q JUNCTION BOX U— !! v TELEPHONE OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEPHONE PORT AND CABLE. P{ TELEVISION OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEVISION PORT AND CABLE. FIRE ALARM SYMBOLS s�O`JTLF�y © 120 VOLT SMOKE ALARM vol oOF °N P. F PQ,P .I REVISIONS: DRAWN BY: DATE: JFF 11R2/01 CHECKED: '0B N0: JFF 2006-02 rFFA R R E N SHEETNUMBER: ENGINEERING, INC. 2-BEDROOM E L E C T RI C A L E N G IN E E R S BOISE BOMB SHELTER SHEETTITLE: 600 W. CURLING DRIVE, BOISE, IDAH❑ 63702 PHONE (206 429-1309 FAX (20 a 429-1308 FAR RENENGINEERING.COM ■ PROJECT: 06-058 KEYNOTES :no-. 8 9 000NNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. O2 SWITCH FOR RANGE HOOD FAN/LIGHT. O3 HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES TERMINATION BOX ON THE BUILDING EXTERIOR. 4O PER ANSI A117.1 - 1998 SECTION 1004.5: FURNISH AND INSTALL DOOR CHIME IN EACH ACCESSIBLE AND SENSORY DEPRIVED DWELLING UNIT. NUTONE BULDERS SERIES CD-15-WH WITH CHIME, TRANSFORMER AND LIGHTED PUSHBUTTON. O5 DRYER BOOSTER FAN ON FIRST FLOOR UNITS ONLY. ACCESSIBILITY REQUIREMENTS A. LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, THERMOSTATS, AND OTHER CONTROLS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS it I i' ii i� LISTS), PER THE REACH RANGES SPECIFIED IN THE FOLLOWING DOCUMENTS: I !! FAIR HOUSING ACT REGULATIONS O it I� O ii ii II I' CODE OF FEDERAL REGULATIONS (CFR) TITLE 24, 100.205 0) UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) C SECTION 4.2 C C Ii AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) C 3 L A117.1 SECTION 308 [L a � U B-3 AMERICANS WITH DISABILITIES ACT OO ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. S a oD' e a DESIGN CRITERIA a-n(ta) 8-15 1-9 1.- --- J --— 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE 8 AWc OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT L ' O GFCI i t p/tom GFCI TYPE, PER NEC 210.8(A)(6) ®L 1 -... � 1 ' ____ _ . _ - i POWER SYMBOLS _ -- ° 12 ��D -� A ; Y__.._._ _...- \ r`Of qI SINGLE POLE SWITCH AT 46" B-8 O �". TWO POLE SWITCH AT 46" B-10 O DUPLEX RECEPTACLE AT 18" (UNO) Oi GFCI GROUND FAULT CIRCUIT INTERRUPTER CINIFY ROOM - I WP MICROWAVE AT WHILE IN USE M MICROWAVE AT WHILE D DISPOSAL 103 O@R RANGE RECEPTACLE, NEMA 14-50R, AT 24" 1 xat O t ®D DRYER RECEPTACLE, NEMA 14-30R, AT 46" C El DOORBELL PUSHBUTTON AT 46" I O3 TQ DOORBELL TRANSFORMER O —. i Q DOORBELL CHIME AT 82" r , dQ JUNCTION BOX WITH BLANK COVER 1 1 j DW DISHW u.esHER WH WATER HEATER /R MOTOR OUTLET (d�/� ui AIR CONDITIONING DISCONNECT SWITCH BRANCH CIRCUIT LOADCENTER Q FLUSH MOUNTED, TOP AT 78" u- EF MECHANICAL EQUIPMENT DESIGNATION Z W a— AC UNO UNLEVE SS ESS NOTED OTHERWISE COUNTER LIGHTING PLAN - TWO BEDROOM ACCESSIBLE POWER PLAN - TWO BEDROOM ACCESSIBLE TELECOM PLAN - TWO BEDROOM ACCESSIBLE z >• cc SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" //1 S' 0' 2' 6' v J 2' LIGHTING SYMBOLS 1' 4' 10' 1' 4 10' 1' 4' 10' m �n SINGLE POLE SWITCH AT 46" O m r' THREE WAY SWITCH AT 46" = CEILING FAN CONTROL SWITCH W FLUORESCENT LIGHTING OUTLET AND 0 LUMINAIRE ® LUMINAIRE DESIGNATION �®�• LJV TELECOM SYMBOLS LL JUNCTION BOX u_ 0 TELEPHONE OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEPHONE PORT AND CABLE. a{ TELEVISION OUTLET BOX AT IB" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEVISION PORT AND CABLE. FIRE ALARM SYMBOLS SOS 120 VOLT SMOKE ALARM vol ? OF Q. O P. F PPQ REVISIONS: DRAWN Br. DATE: JFF 12/22/01 CHECKED: JOB NO: /^ ®a JFP 2006-02 C P A R R E N SHEET NUMBER: ENGINEERING, INC. 2-BED ACCESS ELECTRICALrF ENGINEERS BOISE BOMB SHELTER SHEETIITLE: 6110 W. CURLING DRIVE, BOISE, IDAHO 83702 PHONE (20B) 429-1 309 �^ FAx (20B) 429-1308 L FARRENENGINEERING.COM . PROJECT: 06-DSB KEYNOTES �} N V1 O O VJ O� rn O O1 CONNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. i v m O2 SWITCH FOR RANGE HOOD FAN/LIGHT. y N N O3 HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES o � TERMINATION BOX ON THE BUILDING EXTERIOR. I I I i ACCESSIBILITY REQUIREMENTS A. LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, O Oi I THERMOSTATS, AND OTHER CONTROLS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS LISTS), PER THE REACH RANGES SPECIFIED IN THE sI2 i i 812L FOLLOWING DOCUMENTS: r � �i Bs-3 FAIR HOUSING ACT REGULATIONS j 3 CODE OF FEDERAL REGULATIONS (CFR) TITLE 24, 100.205 -' sll Oj .,...,,._.—,—.._ .,__. ,_ ..,:: ,.____._. _____.__ --- ----- UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) C pc... SECTION 4.2 C AMER CAN NATIONAL STANDARDS INSTITUTE (ANSI) N y �_�--- A117.1 SECTION 308 an BI-4(6) BI"+e IAWO O.� 81-12 7]L %__ \) AMERICANS WITH DISABILITIES ACT I/4 HP i � ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. -- .� J 311 B1-0 81-1J 13I-I1 I , DESIGN CRITERIA 6 rr I I 'i 1 �� _� rl ` tw -AD 91-14 IN 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE "'---' 1 1: J - "— "'---- OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT 3 _�-of-lo GFCI TYPE, PER NEC 210.8(A)(6) w� d sn - v. (7 _-- - - _=_ - -- POWER SYMBOLS CHI O Ivr SINGLE POLE SWITCH AT 46" TWO POLE SWITCH AT 46" O1 DUPLEX RECEPTACLE AT (UNO) 91-6 GFCI GROUND FAULT CIRCUITT INTERRUPTER WP WEATHERPROOF WHILE IN USE M MICROWAVE AT♦60- wP 9I-8 D 01 SPOSAL cF2 sls GFCI ®R RANGE RECEPTACLE, NEMA 14-50R, AT 24" z O ®D DRYER RECEPTACLE, NEMA 14-30R, AT 46" O _.._....... .._.__..... _._.._......._ ODOORBELL PUSHBUTTON AT 46" 3 T DOORBELL TRANSFORMER 0 Q DOORBELL CHIME AT 82" �� JQ JUNCTION BOX WITH BLANK COVER 1 1 1 ON MOTOR DISHWASHER � � Q WH WATER HEATER V ❑J AIR CONDITIONING DISCONNECT SWITCH J ------ _....... ._.....,,.,_. BRANCH CIRCUIT LOADCENTER -_ —-- -- FLUSH MOUNTED, TOP AT 78" MECHANICAL EQUIPMENT DESIGNATION oo '' '' �e < AC ABOVE COUNTER :5 (D 0 LIGHTING PLAN - THREE BEDROOM POWER PLAN - THREE BEDROOM TELECOM PLAN - THREE BEDROOM UNO UNLESS NOTED OTHERWISE SCALE: 1/4" = 1'-0" SCALE: 1/4" = l'-O" SCALE: 1/4" = l'-O" 0' 2, 6' 0' 2' 6' 0' 2' 6' LIGHTING SYMBOLS ui � w 1' 4' 10' 1' 4' 10' 1' {' 10' Iln SINGLE POLE SWITCH AT 46" 0 m JUr THREE WAY SWITCH AT 46" S CEILING FAN CONTROL SWITCH W (_j O FLUORESCENT LIGHTING OUTLET AND LUMINAIRE as LUMINAIRE DESIGNATION +®�•�• LL TELECOM SYMBOLS G JUNCTION BOX v TELEPHONE OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEPHONE PORT AND CABLE. a{ TELEVISION OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEVISION PORT AND CABLE. AL FIRE ALARM SYMBOLS COST ® 120 VOLT SMOKE ALARM ✓ 0 OF � P. F PPP REVISIONS: DRAWN BY: DATE: JFf 11l14/6T CHECKED: JOB NO: FA R R E N SHEET NUMBER: ENGINEERING, INC. 3-BEDROOM ELECTRICAL EN GI N EERS BDISE BOMB SHELTER SHEETTITLE: 600 W. CURLING DRIVE, BDISE, IDAHO B3702 ////���� /� PHONE (208 01 429-1309 Lzw I ' Fax (261 429-1308 _vT FARREN ENGI N EERING.EOM PROJECT: 6 6-050 KEYNOTES Ol CONNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. Fi'o�oM 00 O SWITCH FOR RANGE HOOD FAN/LIGHT. n N N O3 HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES a y^ TERMINATION BOX ON THE BUILDING EXTERIOR. I I 1 ; O O ! I slz I s12 ACCESSIBILITY REQUIREMENTS i t-6 A. LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, THERMOSTATS, AND OTHER CONTROLS SHALL BE INSTALLED j ii I IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS LISTS), PER THE REACH RANGES SPECIFIED IN THE _.--� FOLLOWING DOCUMENTS: FAIR HOUSING ACT REGULATIONS CODE OF FEDERAL REGULATIONS (CFR) TITLE 24, 100.205 Ol UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) C ! ! ( At-;�`fit• r- - 1 SECTION 4.2 .� AM17I1 N NATION 08STANIDARDS INSTITUTE (ANSI) T 1 -- AMERICANS WITH DISABILITIES ACT ' - --- ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. E DESIGN CRITERIA ___ _ iLJ; � �I ! i 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE ! �ih OVENS, DISPOSALS, AND DISHWASHING MA NOT MACHINES ARE / GFCI TYPE, PER NEC 210.8(A)(8) QI—� POWER SYMBOLS SINGLE POLE SWITCH AT 46" TWO POLE SWITCH AT 46" { DUPLEX RECEPTACLE AT 18" (UNO) .._.—. ._ �.._ ....._._ ._a.. t_ GFCI GROUND FAULT CIRCUIT INTERRUPTER Wp WEATHERPROOF WHILE IN USE — _ M MICROWAVE AT 480' D DISPOSAL RANGE RECEPTACLE, NEMA 14 50R AT 24 DRYER RECEPTACLE, NEMA 14-30R, A7 46" E` DOORBELL PUSHBUTTON AT 46" �_--'-- '-- — — ---- - T❑ DOORBELL TRANSFORMER Q DOORBELL CHIME AT 82" LIGHTING PLAN - THREE BEDROOM TOWNHOUSE PONDER PLAN - THREE BEDROOM TOWNHOUSE TELECOM PLAN - THREE BEDROOM TOWNHOUSE O JUNCTION BOX WITH BLANK COVER SHER � SCALE: 1/4" = l'-O" SECOND FLOOR 94 WATERDISW4 HEAT 0 2 s SCALE: 1/4" = 1'-0" SECOND FLOOR SCALE: 1/4" = 1'-0" � WATER HEATER a� o' 2' s• o' z' B' SECOND FLOOR t r to MOTOR OUTLET 1 a to t a to ❑J AIR CONDITIONING DISCONNECT SWITCH 2 J BRANCH CIRCUIT LOADCENTER u FLUSH MOUNTED, TOP AT 78" MECHANICAL EQUIPMENT DESIGNATION � ! I AC ABOVE COUNTER >nt UNO UNLESS NOTED OTHERWISE `-- LIGHTING SYMBOLS W Ai-3 W Al `UL I� -------- Ivr SINGLE POLE SWITCH AT 46" 0 ! THREE WAY SWITCH AT 46 Al-7 Al-12 I t 2 O1 1 �t & CEILING FAN CONTROL SWITCH u �! J a-te cFCI ( o FLUORESCENT LIGHTING OUTLET AND ;I Ai-11 ! LUMINAIRE i GFCI " -__ - ® LUMINAIRE DESIGNATION BI 2 I A1-G ------ ---- ---- -------- ---- TELECOM SYMBOLS __ O OOi ! '! oli ! I o rJO--'- ' (2) JUNCTION BOX LL ' u i AI-1709) O O ` C" 8 AWC L.i t—i i O O 7 TELEPHONE OUTLET BOX AT 18" (UNO) slz AC_ ! SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEPHONE PORT AND CABLE.O O-I TELEVISION OUTLET BOX AT 18" (UNO) I SINGLE-GANG BOX WITH SINGLE-GANG --- ------ at ,vp COVERPLATE O1 cFct I A1-8 (1) TELEVISION PORT AND CABLE. ® FIRE ALARM SYMBOLS 1Ot�Ly L 1 3 Q ® 120 VOLT SMOKE ALARM C7 O u F FC W31 GI j I i REVISIONS: DRAWN BV. DATE: Jff 12/YlIC1 CHECI�O: LIGHTING PLAN - THREE BEDROOM TOWNHOUSE POWER PLAN - THREE BEDROOM TOWNHOUSE TELECOM PLAN - THREE BEDROOM TOWNHOUSE '� "'•- JOB N0: SCALE: 1/4" SCALE: 1/4" = 1'-0" FIRST FLOOR = 1'-0" FIRST FLOOR SCALE: 1/4" = 1'-0" FA R R E N SHEET NUMBER: 0' 2' 0• 2' 8' D' 2 B' FIRST FLOOR ENGINEERING,G I N E E R I N G> INC. 3 BED TOWNHOUSE_ _ ELECTRICAL-1 - - F. . F E N G I N E E R S 1' 4' 10' V 4 10 SHEET TITLE: 1' 4' /0' BOISE BOMB SHELTER 600 W. CURLING DRIVE, BOISE, IDAH❑ 83702 PHONE 208 429-1309 ��te`u� /p FAx I 2C6 1 429.1308 FARREN ENGIN EERING.COM PROJECT: C6-058 KEYNOTES C M 0°o O Ol CONNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. o'ao O2 SWITCH FOR RANGE HOOD FAN/LIGHT. -'-' `-- '�— __ O3 HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES rn TERMINATION BOX ON THE BUILDING EXTERIOR. pp O O sIz slx A-6 ACCESSIBILITY REQUIREMENTS A. LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, THERMOSTATS, AND OTHER CONTROLS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS LISTS), PER THE REACH RANGES SPECIFIED IN THE FOLLOWING DOCUMENTS: ,., - .-- - .._ ... FAIR HO SING AC REGULATIONS 1 I UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) C _14 I SECTION 4.2 C AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) N 'F_- _ .._..l A117.1 SECTION 308 do F-,. _ . ❑ A-3 = :,_:-_= 4 AMERICANS WITH DISABILITIES ACT cl y -____ ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. IIrI------- _ II_ DESI GN wnd,CRITERIA ------JI II • �_______JL JI ........_. I._____..._•IYi Ii II II � }, .G V 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE � 3 `- ------ : �"`- OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT •- k OGFCI TYPE, PER NEC 210.8(A)(6) ®'L® 1 -- POWER SYMBOLS _... .....,__..... —.. _.,—.,..--_ _.-.-.... Ivl. SINGLE POLE SWITCH AT 46" TWO POLE SWITCH AT 46" DUPLEX RECEPTACLE AT (UNO) - - CFCI GROUNDFAULT CIRCUITT INTERRUPTER — _ — WP WEATHERPROOF WHILE IN USE ...._ _.._.,. __.,_.__... ...__.........__ -.,.,� M MICROWAVE AT♦BO ....._..—.�.. ..._.. z _.._ ._ --.....-_ _..,.,.... ..._.,_...._ .. __,., _...._....... - ®R RANGE RECEPTACLE, NEMA 14-50R, AT 24" .....__ _-._._._.........� .•--.- ._-....._ --....... ®D DRYER RECEPTACLE, NEMA 14-30R, AT 46" C -._.....-........ .. _....__.._...........-_ _ .. .._..-.. G El DOORBELL PUSHBUTTON AT 46" �r DOORBELL TRANSFORMER O $2 DOORBELL CHIME AT 82" LIGHTING PLAN - FOUR BEDROOM TOWNHOUSE POWER PLAN - FOUR BEDROOM TOWNHOUSE TELECOM PLAN - FOUR BEDROOM TOWNHOUSE JQ JUNCTION BOX WITH BLANK COVER W ♦- SCALE: 1/4" = 10" SECOND FLOOR SCALE: 1/4" = 1'-0" DW DISMYASHER 0' 2, '-6' ° 2 B SECOND FLOOR SCALE s 1/4" = 1'-60" SECOND FLOOR WH WATER NEATER 1' 4' 10, t' a' 10' I' 4' 10' a MOTOR OUTLET AIR CONDITIONING DISCONNECT SWITCH 2 J BRANCH CIRCUIT LOADCENTER _j I— Q ......_ _..-.......... - .. FLUSH MOUNTED, TOP AT 78" `_ _..-- ,-.......- T-, .. -- -.--.--.-.-.-1-. . .__._._ MECHANICAL EQUIPMENT DESIGNATION ui a AC ABOVE COUNTER �• siz � UNO UNLESS NOTED OTHERWISE v7 "' LIGHTING SYMBOLS W co = m A kn SINGLE POLE SWITCH AT 46" O O fml +OB• A-7 A-tx I �y (Cir THREE WAY SWITCH AT 46" y -..... _ __ 1 `✓'A - Y 1 1 Al(6) __...__ W f WII 1 AWD _._ Isill 1�1 ❑ « -'�.� w+ CEILING FAN CONTROL SWITCH A_x .....___._._.._._ ..__... -..-.....-. _._..._ M 3 A-16 "-•' FLUORESCENT LIGHTING OUTLET AND m OFoi _ LUMINAIRE 1 AN +41• -- --- cFz LUMINAIRE DESIGNATION 18 II 1 II 1 --- _ A-17 ---op TELECOM SYMBOLS i 1 ° I I I a I 1 00 IJ i UI 0 a A 19) � �J . Q ! I o Q JUNCTION BOX i I I I -17( I I SFI S AM 17 TELEPHONE OUTLET BOX AT 18" (UNO) OFC1 --------- SINGLE-GANG BOX WITH SINGLE-GANG a i i L(1) TELEEPHPH � 1 ` (1) TELEPHONE PORT AND CABLE. TELEVISION OUTLET BOX AT 18" (UNO) 1 I ® Wp 1 SINGLE-GANG BOX WITH SINGLE-GANG NWI OFpi A-8 ; `COVE RPLATE 1)TELEVISION PORT AND CABLE. O j j I FIRE ALARM SYMBOLS Q boo"`� y O © 120 VOLT SMOKE ALARM OF ore I HA FPQQ REVISIONS: DRAWN By' DATE: JPF I2R7/01 CHECKED: JOB NO: LIGHTING PLAN - FOUR BEDROOM TOWNHOUSE POWER PLAN - FOUR BEDROOM TOWNHOUSE TELECOM PLAN - FOUR BEDROOM TOWNHOUSE FA R R E N SHEET NUMBER: SCALE: 1/4" = 1'-0" FIRST FLOOR SCALE: 1/4" = 1'-0" FIRST FLOOR SCALE: 1/4" = 1'-0" FIRST FLOOR EN G I N E E R I N G, INC. 4-BED TOWNHOUSE 0' 2' 6' 0' 2' B' 0' 2' 6' E L E C T R 1 C A L E N G I N E E R S 1' 4' 10' I' 4' IO' I' 4' 70' BOISE BOMB SHELTER SHEETTITLE: 600 W. CURLING DRIVE, BOISE, IDAH❑ 83702 PHONE l2OB) 429.7309 E2.� FAx (2D8) 429-13DB L FARRENETIIIN EERINB.COM PROJECT: ❑6-05B GENERAL NOTES A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES as m 00 g WITH ARCHITECTURAL EXTERIOR ELEVATIONS. rn N N .,- B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, o 0 --_'= ON/OFF WITH SUNLIGHT. NO T]ME CLOCK NEEDED. a 1N rn � o N oa r: W 0 0 0 0 O 01 O O 1:10 -------- ------------- -------------- :___- m �� L] -= m a L:n r OI J �] _ E ] 0 -- � - --- y E. __________l ---------- y U d I I �� .' 3 I � I 0 ELECTRICAL PLAID - SECOND FLOOR SCALE 1/4 1'-0" 2222 ➢ [ �.� D 2 41 B' 240/1 240/1 240/1 240/1 240/1 240/1 240/1 240/1 < 17.8 MCA 17.6 MCA 17.6/�MCA 17.6 MCA 17.6 MCA 17.6 MCA 17.8 MCA 17.6 MCA LL 10 W20) cu ® 10 AWG 10 AING0) V (D 10 W(zo> ® ® 10 W(zo) e 10 W(20) , , B-iW(20) , , 10 W(20) , Z 10 AWG ____ 10 AWG 10 AWG ____ 70 AWG 10 AWG 10 AWG 10 AWG 10 AWG I I I I i i i i i i i i 4°j +18'-0" I I I I I I , Mp I NH2 I I I I I wF I +18WB2°° I wF I ', GFCI L-"_---1 O L-----J GFCI L-----J L_----J GF I L-----J O L-----J GFCI L-----"l 30A/2P 30A/2P 30A/2P 30A/2P 30A/2P JOA/2P ._ 30A/4P 30A/2P 1 �- — GFCI Gi'CI CFCI GFCI H_2 SPME DACE S�A Sin 10 AWG z >- 4. giui W �o o 0 0 0 - - o -Ll ------- L----- -- -------- -------- m — Me, \ONAL�y 93 ✓pH"F OF 42 A FP REVISIONS: ,IH 760W DRAWN BYCAT IZ/n/0'I 120/1 14H2 ® CHECKED: JOB NO: z �� _,rAf 22 Zx6ER: ELECTRICAL PLAID - MAIN FLOOR E ELECTRICAL I � ��i� , �`E R S ELECTRICAL PLANELECTRICAL E N G I N E E R S SCALE: BOISE BDMB SHELTER SHEET TITLE: LE: 1/4-" = i'-0" 0' 2' 4' 8' 6O0 W. CURLING DRIVE, BOISE, IDAH❑ 63702 PHONE (2D6) 429-1309 FAX (206) 429-1308 FARRENENOINEERINO.COM PROJECT: 06-0513 GENERAL NOTES goo I A, COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES r w Ili WITH ARCHITECTURAL EXTERIOR ELEVATIONS. B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, y ',flRR it ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. ti N N y,, a O O O O O O O O O 0 o i o 0 O O O O O O _ O O----------------- W C ----------------- yU V F NBI MBI L U Y�' — ® ` 33 Q b 3 173J L 7 z i D ELECTRICAL PLAN - SECOND FLOOR y SCALE: 1/4" = 1'-0" 2332 0 2 a e ,' Y W C'3 �z 240/t 240/1 240/1 240/1 17.8 MCA 17.8 MCA 17.6 MCA 17.8 MCA LL 0 AWGO) 0 AWG e ) B-18(20) O) e ( 8-18(20) r------ 10 AWG r____--i r------1 10 AWG jf !� Z I .L*4 +18'-0^ ® LJ 1 L�_��_J L�____J I L____30�2PJ K132 I ,�30A/2P 30A/2P =�-- _—— 30A/2P A/ 22 240/1 240/1 li III 240/1 240/1 17.8 MCA 17.8 MCA CfCi OFCI 17.8 MCA 17.6 MCA I LL CRAWL II II 11 CRA'AL \. eE n SP 0E 10 AWO0> e /J 0 AWG O) 1 1 1 1 I,i A 10 AWG 10 AWG 0) 8-18(20) 6PAC it II, r-----� r_____� 10 AWG i �� II I r_____� r------ t0 AWG L�__�..J OFCt I �__J �Li it IIII L' J L'---_J ! m 1 6� 30A/2P 30A/2P 30A/2P 30A/2P li GFC sACE pa HO 2AWG UJ 177 - - - =7N O � - ,� 8 II II it -i i L-I 1 0 0 'I o OJ 1 , O O ` O O O O =. .O 10AWG H-1 �p� 7=L - _..__..._._-� -- -- -- - " ' O D D *,04ALo, ----------� . F I I I I I I I I 75OW REVISIONS: 120/1 UH Lzr 1 DRAWN BY. DATE: JPF 1242/01 CHECKED: JOB NO'. FA R R E N BH'rj�fZ ENGINEERING, DNC. ELECTRICAL PLAN - ELECTRICAL EN 31 N E E R 9 SHEET7rc�E: BOISE BOMB SHELTER ELECTRICAL PLAN - MAIN FLOOR SCO W. CURLING DRIVE, BD16E, IDAH❑ B37O2 PHONE (2OBI 429.1309 +fs'-o• SCALE: 1/4" = 1'-0" 2332 FAX (2aB)429-13CB 2. +7 B'-0' FARRENENGINE ERING.COM Q 0' 2' 4' 8' PROJECT: ❑6-❑50 GENERAL NOTES N v C C A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES C o 1, �°. o WITH ARCHITECTURAL EXTERIOR ELEVATIONS. .1 N N — — — — — — — — — — — — — — — — — — — — B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, ',fl - ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. N w II II II � I II � I II II II I II I II I II II I II I � c o 0 0 0 — c — — — — — — — — — — — — — — — m - - - -- - - - - - - - �- -- - ----------- n tzyw I L t ® ---------- Q - - - - -1 � I❑ �- - -- - -- - - - - J L L - - - - - - - - - � ❑ I I- - - -- - - - - - - - - - - - - - - - ELECTRICAL FLAN - SECOND FLOOR SCALE: 1/4" = 1'-0'. 2F222F 0' 2' 4' 8' L � I. 240/1 240/1 240/1 240/1 g g p ® 17.6 MCA 17.6 MCA 17.6 MCA 17.6 MCA ® vGY,P s_5 GD B-18(20) e a-18(20) e-1a(zo) e B-1a(2o) r------ Irk 10 AWG r_____i i_____i 10 AWG 10 AWG i_____i i------ 10 AWG i------ 1 I GFCI la I GSFC I C�AC L_—_--JIL-- —J ° � I -- I 18'-3LI0 R'_/ N_F_ __Ji �i _J GFC 30AP G 30A/2P 3DA/� 30AI2P ' 0 AWG OA/2P — ®®�ICG.J g�+e R/NF B-18(20) ci BEDRO WP 10 AWG $all CRAWL CFci 10 AWG H 2AWG 3H 1151 O O BEDROOM 0 Li -01 'O ° LL _ ------U� �Ia • OoI Sg��NAL Fri V V V 3 I I � �F P. F PPP I 1a2 REVISIONS: PATIO IC4 ® M82 DRAWN BY: DATE: (� ILIA 760W JPE 12/22/Cl 1 120/1 CHECKED: .IOB NO: JPF 20®b-®2 FIR FA N SHEET NUMBER: RGOr' NGI EE:PIICIG, INC. 2 L2?.� r p g ELECTRICAL ENGINEERS ELECI�RICALPLAN ELECTRICAL FLAIL ® FAIN FLOOR BOI5E BOMB SHELTER SHEET TI E: 6y 600 W. CURLING DRIVE, BOISE, If7AH❑ 83702 PHONE (208) 429-1309 SCALE: 1/4" = 1'-0" 2F222F FAx (208)429-1308 0' 2' 4' 8' FARRENENGINEERING.COM PROJECT: 06-058 , •N of � '�' V 0 0 00 Y. y tn1 00 O h V F® GC I ELECTRICAL BRANCH ',o, o 0 ---'�-'— - O CIRCUIT WITH EQUIPMENT M L GROUNDING CONDUCTOR GALVI NI ZED rn h N N C' 24" STEEL STRUT r '^p a' u" 411 L GCONCRETE MAINO U CIRCUIT STRANDED COPPER BONDING BREAKER CONDUCTOR PER NEC 250.104(8) 2" FINISHED GRADE 78" (MAX) G o) O GAS . — — — — i 1 1 ISOLATION VALVE _ TELEPHONE! TV i I —I I —I I I —III=III TE:RMINALI ITERMINAL, MM j III—III III—I I I— BOX BOX i `� —VISIBLE BONDING CONNECTION �-----._� �`---`-� GAS APPLIANCE GROUND LEVEL FURNACE _ __ GRANGE IIIII II -77�-�TT' 7T�=ITT^^7T7•�'�-�--� WATER HEATER =1I1=I1I- I ---I I1=-I I1=-III--I11=1 - - - - - - - - -� ETC. a €Lemur L_ u Z-- _ All 1 a O GAS PIPE BONDING 48" o SCALE: NONEo C z ly o C a � G ��ELECTRICAL UTILITIES 6" U '`.J SCALE! NONE ki ti ORECEPTACLE AT PICNIC ARLAS LI SCALE: NONE 7 F Q FLOOD LIGHT LUMINAIRE �_�•_ COMPOSITE BALLAST BOX COMPACTED 12"W X 18"L FIBERGLASS JUNCTION BOX LID LABELED Q BACKFILL " <a iv ELECTRICAL (WHERE SHOWN) °D FINISHED GRADE !IIEll I d .a, III—III LU III —III—a 4 I RD I I—I a m aIII—III o 2" N • � � a�. IIIII !S_ W =1II—, =1II- I- — _ � � J _ I1== 24' 11--III—III III-1 ;.°'. Ili III=1 I=1 I—III—I 1='� -1 u- IIII III= - III pa IIIII IIICONDUIT—/ CONCRETE II—III III—III_III=III—III=III _� PVC GDNDUIT I I_I —I ! 1=1 1=1 1=1 I 111=1 -1 I — ��:� CONDUIT—� =11=1I1=1I_I-1II-1 C III ! 1-1 1-1 = —III;III 12" DIAMETER D 3000# CONCRETE FLOODLIGHT INSTALLATION OP2 MOUNTING DETAIL O SCALE: NONE uj SCALE: NONE uj LUMINAIRE M HAND HOLE o U- BASE PLATE AND .I U- ANCHOR BOLTS � O BASE COVER NON-SHRINK GROUT BEVELED TO POLE BASE \ WITH A 2" CHAMFER \\l` 12" X 18" 2" JUNCTION BOX a (WHERE SHOWN) I I t a _ c 30" \ON I. F T INISHED GRADE a N 9�Z/ _ III-1 � OO � I Ell I I 4 _ CONDUIT — � --a�•� —1 60" (4)#4 VERTICAL REBAR 41 i IIII REVISIONS: WITH #4 HORIZONTAL AT , 4 12" D.C. 1----4 t. 3000# CONCRETE I - I t ---4 OPAWN BY: DATE: NOTE. 4 JFF 12/ ICI POLE AND POLE BASE NOT CHECKED: JOB ND: DESIGNED FOR THE ADDITION 24" DIA OF BANNER ARMS OR JPF 1®06-02 BANNERS. A� R R E awl SHEET NUM BER E N m F� fE'�CE R I N ' INC. ELECTRICAL DETAILS e. �} ,fig —ECTRICAL EN GI N EE R8 O P1 ONS l AL� ��I�.ON 601SE BOMB INQ DRIVE, SHEET TI E: 4 SCALE: NONE e PHONE W. CURLING DRIVE BOISE, IDAH❑ 63702 PHONE (208) 429- 309 ■ FAX (208)429-1 306 FARREN ENGI NEERIN-00M PROJECT: 05-058 KEYNOTES OR OR, �M m (D GROUNDING ELECTRODE SYSTEM: o•�oo P LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD )6 - METAL WATER PIPE CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER LOAD LOAD LOAD LOAD LOAD LOAD LOAD cl N N H CENTER CENTER CENTER CENTER CENTER CENTER CENTER #4 - (2) GROUND RODS B B B B B B B 8 NEMA B B B B B B H )6 - FOUNDATION STEEL , 0 0 '3R' NEMA ALSO BOND TO: '3R' #6 - TV SERVICE BOX #6 - TELEPHONE SERVICE BOX m c� w w w w m m w ILLO2 PROVIDE LUGS APPROPRIATE FOR CONDUCTORS USED. .wm. ro ao ro m w wco I 1 v 1 I I 1 I I v V I M I7 M M ONE LINE SYMBOLS PAD MOUNTED TRANSFORMER r AND PAD BY — — —AND PAD BY PAD MOUNTED TRANSFORMER PHOTOCELL AT TOP OF EXTERIOR WALL U11LI1Y CO. t00A 1ODA 100A 1ODA 6CA 2P A 2P A 2PA SPA 2P 2P 2P 2P 2P — — — — — _ UTILITY CO. 1ODA 1ODA 80� \600A I t00A t00A 100A \t00A / 1 2P 2P 2P /2p I 400A I 2P 2p 2P ® 20A/iP EXTERIOR LIGHTING CONTACTOR IN \-- —, I M 125A M 100 125A M 125A M 125A I 2P I M SOCKET M SOCKET M SOCKET M SOCKET M SOCKET r— --I 12P NEMA 1 ENCLOSURE IOOI SOCKET SOCKET SOCKET SOCKET I M 125A M 125A M 125A M 125A M 125A M 125A M 125A I OR o I SOCKET SOCKET SOCKET SOCKET SOCKET SOCKET SOCKET r— NEUTRAL _ _ I I I — NROUEUTRw. _ ® PAD MOUNTED TRANSFORMER C C — _ — — +UG/S —— L J UG/S — — — — — _ — — — — ® WATTHOUR METER 2 2 d UNDERGROUND PRIMARY' (2) 4" CONDUIT (SCHEDULE 40 PVC) BY UTILITY CO. EACH WITH (3)350 KCMIL 1 CIRCUIT BREAKER x UNDERGROUND PRIMARY (i) I CONDUIT (SCHEDULE 40 PVC) BY UTILITY CO. WITH (3)500 KCMIL o U —UG/S— UNDERGROUND SERVICE I � METER STACK BUILDING TYPE,2222 5 - METER STACK BUILDING TYPE 2E222E GFCI GROUND FAULT CIRCUIT INTERRUPTER 120/240 VOLT, 10, 3W C �' 65K AIC 120/240 VOLT, 10, 3W MLO MAIN LUGS ONLY 65K AIC AIC AMPERES INTERRUPTING CAPACITY 3 GENERAL NOTES LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER B B B Al Al H A. ALL CONDUCTORS STRANDED COPPER. B B B B B NEMA B. ALL UNDERGROUND SERVICE ENTRANCE CONDUITS SHALL BE '3R' SEALED IN ACCORDANCE WITH N.E.C. 230-8 AND 300-5. TO PROVIDE SERIES RATED SYSTEMS: Li Li u�l m m m m m 1. MAIN CIRCUIT BREAKERS SHALL BE CUTLER- HAMMER TYPE 'LD' OR APPROVED EQUAL. 2, TENANT CIRCUIT BREAKERS SHALL BE CUTLER-HAMMER a v a TYPE 'BRH' OR APPROVED EQUAL. M M M M M v M M M M M OVER CURRENT DEVICES AND ENCLOSURES WILL BE LABELED AND IDENTIFIED AS SERIES RATED, IN ACCORDANCE WITH NEC 110-22, THE OVERCURRENT DEVICES SHALL BE AIC — RATED PER MANUFACTURERS LABELING OF THE ELECTRICAL PAD MWMf:O TRANSFORMER ( EQUIPMENT. AND PAD BY UTILITY CO. 2P0A 2P0A 2P0A L 2POA 2PA lOOA 1ODA IODA IODA JOOA 2P 2P J 2P 2P 2P I 800A I r-- --, M 125A M 125A M 125A M 125A M 125A 2P I M 125A M 125A M 125A M 125A M 125A I SOCKET SOCKET SOCKET SOCKET SOCKET SOCCKET SOCKET SOCKET SOCKET SOCKET P \) ..ROUND —� 'hm.E°' I I — NEUTRAL — _ — — — _ — _ — _ — IlJ I 0 + I UG/S LOAD LOAD LOAD UNDERGROUND PRIMARY (2) 4" CONDUITS (SCHEDULE 40 PVC) i LOAD LOAD LOAD LOAD CENTER CENTER CENTER BY UTILITY CO. EACH WITH (3)350 KCMIL CENTER CENTER CENTER CENTER H A A B B B B NEMA '3R' �. METER STACK BUILDING TYPE 322223 cr ILL 120/240 VOLT, 10, 3W 65K AIC Li Li � p i w m ° 1. m I I 1 I I I I M M M M M M M M LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD — — z CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER B B B B B1 81 B1 B1 Al Al H PAD MOUNTED TRANSFORMER uj NEMA UTILITY 1ODA 1OOA 60A MM '3R' — 1AAM 100A�125AM 2 OA >2P A I 400A I 2P 2P 2P W 2 r , M 11215ACK M 125A 2PI M OCK M 125AM125Ap"' I SCKET SOCKET SOCKET SOCKET SOCKET T L_ OUND w �' m ww I !�//A 1 NEUTRAL — — — — — -) —UG/S 2 UNDERGROUND PRIMARY (1) 4" CONDUIT (SCHEDULE 40 PVC) 1 BY UTILITY CO. WITH (3)500 KCMIL Y' k PAD MOUNTED TRMJSFORMER� ( — — — — — — — — — — — -- — — — — — — — — — — �I AND PAD B'! UTILITY CO. 100A 100A 100A 100A t00A 60A A/CtCR cTecu al nI OING TYPE 42 100A 100A 100A 100A 100A 2p 2P 2P 2P 2P 2p I 65K AIC VOLT, 10, 3W r --, 12P 2P 2P 2P 2P 4600ALL M 125A M 125A M 125A M 125A M 125A 12P I M SOCKET M SOCKET M SOCKET M SOCKET M SOCKET M SOCKET �� i SOCKET SOCKET SOCKET SOCKET SOCKET LL uRD I I I � NEUTRAL . . . . L J I 2 i UG/S LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD UNDERGROUND PRIMARY,' (2) 4" CONDUITS (SCHEDULE 40 PVC) l CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER H BY UTILITY CO. EACH WITH (3)350 KCMIL B B B B B1 B1 B1 B1 NEMA -�._�.-:..�__ ,..•...•.,..,.,�..�_: '3R' METER STACK BUILDING TYPE 323323 a�ONAL F 120/240 VOLT, 10, 3W 65K AICLi 12P 1OFA FPAD NWNTED 1RANSFORMFI2 AND PAD BY UTILITY CO. IODA 1ODA IOOA 1ODA \2PA \1ODA \1ODAA k2P REVISIONS: 2P 2P 2P 2P 600A I / / /M OCK M 125A M 125ASOCK M 725A I 2P IM SOCKET M SOCKET M SOCKET CKET ET I � I SOCKET SOCKET SOCKET SOCKET JII ROUND I NEUTRAL L 7— DRAWN BY DATE: 2 JPP q/22/E7 J UG/S CHECKED JOB NO'. UNDERGROUND PRIMARY (2) 4" CONDUITS (SCHEDULE 40 PVC) i J" 70®b-02 BY UTILITY CO. EACH WITH (3)350 FA R R E N SHEET NUMBER: ENGINEERING, INC. ONE LINE DIAGRAM ELECTRICAL E N G I N E E R S METER STACK BUILDING TYPE 2332 BDISE SOME SHELTER SHEET TITLE: 120/240 VOLT, 10, 3W 600 W. CURLING DRIVE, BDISE, IDAH❑ 83702 65K AIC PHONE (2D6) 429-1309 FAX (2O8) 429-1306 4 FARR EN E N GI N EERIN G.COM ■ ■Ok' IPROJECT: ❑6-OS6 , LOADCENTER A LOADCENTER Al LOADCENTER B o o VOLTS: 120/240,iPh.,3W LOCATION: 4Bedroom ou Townhse VOLTS: 120/240,1Ph,3W LOCATION: 3Bedroom Townhouse VOLTS: 120/240,iPh,3W LOCATION: 2Bedroom LUMINAIRE SCHEDULE MAINS: IOOAMPMLO Bottom SOURCE: Meter Stack MAINS: 10CAMPMLO Bottom SOURCE Meter Stack MAINS: 100AMPMLO _Bottom SOLIRCE, Meter Stack ,++� oo C MOUNTING Flush AIO IOK MOUNTING Flush AIC: lOK MOUNTING Flush AIC: IOK C C Timber Lake Apartments F '_' w N N INPUT `c USE USE �' U USE USE '-c U O O TYPE DESCRIPTION MOUNTING LAMP BALLAST MANUFACTURER NOTE U P,, USE USE U U C V C �, V U N N WATTS l 1 15 Fire Alarm Washer 20 1 2 1 1 15 Fire Alarm Washer 20 1 2 1 1 15 Fire Alarm Washer 20 1 2 o Chandelier,5)1 s,polished solid brass,famished Cham Hung 3 1 15 Hedroomrece s&lights Dryer 30 2 4 3 1 15 Bedroomrece s&lights er 30 2 4 3 1 15 Hedroomrece s&lights Dryer 30 2 4 CHI ( P Bottom at (5)60W 300 Se gun 1 with chain and IU-0"ofwire. Incandescent 3410-02 5 1 15 Hedroomrece a& tits - - - 6 5 1 15 Bedroomrece s&lights - 6 5 BUSSED SPACE - - 6 +72" 7 1 l5 Hall rec s Livia roomrece s 15 l 8 7 1 15 Hai rece s Livia room rece s 15 1 8 7 1 20 Hell rece s Livia roomrece a 15 1 8 Ceiling (2)26 watt Lithonie 9 I 20 Kitchen rece s HUSSEDSPACE 10 9 1 20 Kitchrnrece s BUSSED SPACE 10 9 1 20 Kitchen rece s Diningrec s 15 1 10 Ul Decorative bowl Surface 3500K Electronic 6O Cheffield 11784 1 11 1 20 Kitchen rece s Bathroom-lower level 20 l 12 11 1 20 Kitchrn rec s Bathroom-lower level 20 1 12 11 1 20 Kirchen rec s Bathroom 20 1 12 D2 Same as DI emept suspended with chains Decorative 13 1 20 Dishwasher/disposal Bathroom-u er level 20 1 14 13 1 20 Dishwasher/disposal Bathroem-u er level 20 1 14 13 1 20 Dishwasher/dis oral BUSSED SPACE 14 Chain 15 1 20 Microwave Fan Coil unit 30 1 16 15 1 20 Microwave Fan Coil unit 20 1 16 15 1 20 Microwave Fan Coilumt 20 1 16 Egress light with indoorbattery unit 17 2 50 Rene Condensin Unit 35 2 18 17 2 50 Ran a Condensing Unit 30 2 18 17 2 50 Range Condensing Unit 20 2 18 19 - 20 19 - - 20 19 - 20 Battery Unit',Nicad battery,12-volts,50-watts,no Lithonie NOTES NOTES NOTES F.G heads Wall (I)MR16 50 Battery Unit:ELT50-N-RO 1 1.Provide a non-lockable handle block on fire alarmcurcuit breaker#1 1.Provide anon-lockable handle block on fie alarm circuit breaker a l 1.Provide ano 4 chble handle block on fire alarm circuit breaker Hl Rnote Luminake:ELA CL E12012(12V/20W) 2.Provide HACR breaker for condensing unit circuit k 18(20) 2.Provide HACR breaker far condensing unit circuit X 18(20) 2.Provide HACR breaker for condensing unit circuit M 18(20) EMeriorremote luminafre: round out door step light, 3.Provide Arc Fault Circuit lntemptlng circuit breakers for circuits Xl,3 ands 3.Provide An Fault Circuit lntempting circuit breakers for circuits 43 and 5 3.ProvideArc Fault Cirmitintempting circuitbreakerfortimaitN3 ositlon lens for lateral distribution Emergency ballast,operates 2-lamps,NiCad battery, (2) 4 W Bodine EMI testswitch,LED charging indicator light,5year F32TR 90 B50 ' LOADCENTER'A'SUMMARY warren 1350lumens MIN. 24a operation) LOADCENTER'A1'SUMMARY LOADCENTER'B'SUMMARY Ekt G,whsinglemopla face itie ouface platersal and or Lithonia 4 Bedroom Townhouse ED{I panel,svhitethemwplastichoushrg,univemal Universal Green LED n/e 0.92 LQM-S•W-3•G•120/277-ELN 1 3Bedroom Townhouse 2Bedroom Unit mountin light'batter BASED UPON NEC 220.82 BASED UPON NEC 220.92 Miniflood light,aluminum housing,silicone gasket, (1)SOMH FEEDER LOAD BASED UPON NBC 220.82 i. See Electrical Litho TOTAL Watts MFI I/2"yoke tmunting,wet location,photocell,upper Clem HPF 55 1 (Watts) TOTAL(Watts) Details TFM-SOM•RB-TB-PE-YK-TFMUV visor,6x6 ahem,nmlti-te ballast 4000K TOTAL(Watts) GENERALLIGTTING I2085 uare FeetX3 Watts/S.Ft. 3624 GENERAL LIGHTING 914 Square Feet X 3 Watts/Sq.Ft. 2742 C Pole tight,cast alummumhousiog,rounded comers, (I)MH250W/ SMALL APPLIANCE:2(timuits 1,500 Watts each 3,000 SMALLAPPIIANCE 2 Circuits A1500 Watts each 3000 C Lithonie GENERAL LLIHTING 1398 Square Feet X 3 Watts/Sq..Ft. 4194 C silicone gasket,tempered glass lens,segmented See Electrical HOR/PS Pulse LAUNDRY Branch Circuit(a 1,500 Watts each 1,500 LAUNDRYBmwh Circuit A,]500 Watts each 1500 N PI 288 KAD•250M-R2-TB-SPI)04•PER-PEI-DDH 1 SMALL APPLIANCE:2 Circuits«�1,500 Watts each 3,000 _ reflector,type 2dist', .,In,photoelectric receptacle Details Clear Start MICROWAVE 1200 MICROWAVE 1 00 and hotoelectric cell,dark bronxfinish 4000K Pole:SSS-15.5-aC-DM19-UDB MICROWAVE Circuit 1,500 Watts each 1500 DISHWASHER 1,200 DISHWASHER 1,200 d LSL Abolite Lighting No.RD100-SOMH-120-GWT MICROWAVE Linn DISPOSAL 1200 DISPOSAL 1200 0 (1)SO watt MH -LDS96WL DISHWASHER 12w DRYER 5000 DRYER 5,000 RLM Dome,galvanimd steel,10 foot round straight See Electrical DISPOSAL 1200 P2 Clem pulse start 75 Single reflector pole top bracket:CPCIGWT I RANGE 12,OOD RANG 12000 steel pole;white enter. Details DRYER 5,000 4000k POLE',RI-iv1-4RP-SLOG-IO-S-gSRBC-White RANGE 12000 SUB•TOTAL(General load 28724 SUB-TOTAL General Load 27 R42 SUB-TOTAL(General Load) 29000 FIRST 10000 Watts l00%+REMAINDER 40% 17489.60 FIRST 10,000 Watts a 100%+REMAINDER,7a 40% 17136.80 r Lithonie AIR CONDITIONING^a 3.6 KW 3600.00 AIR CONDITIONING't2 2.4KW 2,400.00 C o 594 FIRST 10000 Watts a'100%+REMAINDER 40% 17637.60 (2)13W 11957 TOTAL CALCULATED LOAD 21089.60 TOTAL CALCULATED LOAD 19,5 Sconoe fluorescent,l/4 sphere,matte white scrylic Wall AIR CONDITIONING^5.6kW 5,600.00 SCFl compact electronic 26 1 TOTAL CAI,CULATID LOAD AMPS 87.87 TOTAL CALCULATED IOADAMPS 81.40 : d7 ' ,,� s' do compliant. +84" TOTAL CALCULATED LOAD 23437.60 U r fluorescent Thomas - PL-8532-8 TOTAL CALCULATED LOAD AMPS 97.66 re Lithonia (2)F32T8 LEI 32-120-GEBIOIS L J2 SF] Surface fluorescent,48"economy wraparound, Ceiling q)OOK Electronic 62 i prismatic acrylic refractor Surface 85 CRI Metalux !7g WE-2-32-A-TEB81 is SF1E Same as SFI,ems t with emer encv ballast EMI I 1 SIl A19 120 Surface incandescent,square white glass and finish, Ceiling (2)6OW Seagull 1 11.7s"square X4.7S"high Surface 7asz-Ls LOADCENTERBI frosted VOLTS: 120/240,IPh.,3W LOCATION: 3Bedroom SERVICE SUMMARY (1>6ow SERVICE SUMMARY Surface incandescent,single white round glass globe, Ceiling Seagull MAINS: 100AMPM1LO Bottom SOURCE: Meter Stack SI2 close to ceiling,white finish,8"diameter,5"high Surface Al9 60 7638-IS 1 MOUNTING Flush AIC: 10K Building Type 2222 8- lex Building Type 2332(8-plex) _ frosted 4 g YP ( p ) ll Q USE USE WIl Wall incandescent,24"long,chrome finish,4,25"high Wall (4)25W G25 too Sea 8u 1 DEMAND FACTORS BASEDUPONNBC 220.84 DEMAND FACTORS BASED UPON NEC 220.84 +84" 4738-05 1 1 15 Fire Almr a Washer 20 1 2 Fasted 3 1 15 Bedroomrec s&lights D er 30 2 4 LOAD TOTAL(Watts) LOAD TOTAL(Watts) Lithonie 5 I L5 Hedroomme s&lights - - - 6 GE NERALLIGHTING:(4)3Bedwomunits @ 1056 sq.ft.X 3 watts/sq.ft. (1)IOOW WCrCWJ•]OOI-I20-DWH 7 1 l5 Hallreces Livia roomreces l5 1 8 GENFRALL[GHTING(8)2&droomunits�914cq.ft.X3wet[s/eq.ft. 21,936.00 23,640.00 Well bracket,die-test aluminum housing;white opal (4)2 Bedroomunits @ 914 sq.ft.X 3 watts/sq.ft, WHI Wall A19 100 1 9 1 20 Kitchen rece s Dining rec s 15 1 10 glens globe,white finish,wet location. SMALL APPLIANCE: units with 2 circuits(11,500 watts each 24,000.00 frosted Thorns 11 1 20 Kdchenrece s Bathroom 20 1 12 DISHWASHER: (). X1,500i[h circuits 1.500 awtta each 22,000.00 SL 9435-8 13 1 20 Dishwasher/disposal osel Bathroom 20 1 13 DISHWASHER, Bunita Xl,500watte 12000,00 DISHWASHER: units 1,500 watts 12,000.00 (1)Mlear 15 1 20 Mkroweve Fan Co gUt 20 1 16 DISPOSAL Bunirs XL500"nat 12000.00 DISPOSAL: 8=its X 1.500 watts 12000.00 Wall bracket,diecast elutrdnumhousing,full cut-off, Lithonie MICROWAVE: 8 rah.X1300 watts 12000.00 MICROWAVE: 8 units X1,500 watts 12,000.00 WB2 g photocell Wall Clear pulse start 127 1 19 2 50 Rene Condensfrr Unit 20 2 �� CLOTHES WASHER: 8 unite x1500 watts each 12'000.00 �1� 8 units X l2,ODO watts _ 96,000.00 segmented reflector,pride throw,wet label, 4COOk WST-l00M-WT-120-PL-DWHG RANGE 8 ire X12000 wau 96,000 Oo Wall bracket,die-cast aluminum housing,full cutoff, NOTES DRYER(8) is Xa,000 Latta 40,000.00 WASHER' innsx1,500 watts each 12000.00 (1)32TRT Lithonie 2�sanon-lockable handle fire alarmcircuubrcakerpl --'- -- "- ------" --- ----- DRYER', units X5000wetts 40.000,(O WEI segmented reflector,wide throw,wet label,photocell, Wall Electronic 35 1 1.ProvideCENTPALELECTRICAIRCONDITIONING unite X4300 svett. 34,400.00 O 4100K WST-32TRT•WT-120-PE-ELDW•DWHG Provide HACR breaker for condensing unit circuit X l8(20) SUB-TOTAL Loads 264336.00 ._ CENTRAL ELECTRIC AIR CONDITIONING(9)units X 4300 watts 34,400.00 emer en -ballast. g 3.Pro videAn Fault Circuit lntemptvrg crcuit breakers for circuits p3 and 5 DEMAND FACTORB FORMUNITS(NEC Te61e 220.84-43% 113,664.48 SUB-TOTAL(Connected Loads 266,040,00 GENERALREQUIREMENTS I House PenePH 2,500.00 DEMAND FACTORS FOR 8 UNITS Table 220.84)=43% 114,397.20 A. A.11balhsls shall have high powerfactor TOTAL CALCULATEDLOAD WATTS 116164.48 1 House Panel'H 2,500.00 B. Electronic ballasts shall have 40°/u THD and eminirtwm TOTAL CALCULATED LOADAMPS 484.02 TOTAL CALCULATED LOAD WATTS 116,897.20 of0.356allast factor. C. All fluorescent lamps shall have a mimmum ofS2 CRI and be manufactured With reduced memory- LOADCENTERt B1r SUMMARY TOTAL CALCULATED LOAD AMPS 487,07 „y 3 Bedroom Unit Z NOTES BASED UPON NEC 220.82 W /y 1. Or approved equal. TOTAL(Watts) ..J 2, Provide track lighting with all necessary accessories required for a complete system GENERALLI(HTING.1056 Square Feet 3 Watts/Sq.Ft. 3,169 " ••� J SMALL APPLIANCE:2 Circuits 1&1500 Watts each 3 e,,.000 _j - LAUNDRYBmnch Circuit A 1500 Watts each 1,500 MICROWAVE 1,200 SERVICE SUMMARY SERVICE SUMMARY �""<• .; DISHWASHER 1200 r Z DISPOSAL 1200 Building Type 4224(6-plex) 'Q DRYER 5000 Building Type 2F222F(6 plex) i LOADCENTER H HOUSE PANEL RAND SUB-TOTAL General Load 282268 DEMAND FACTORS BASED UPONNEC 220.84 DEMAND FACTORS BASED UPONNEC 220.84 y� VOLTS: 120/240,1Ph.,3W MOUNTING Surface NEMA'3R LOCATION: Building Exterior FIRST 10,000 Watts Ca 100%+REMAINDER a-40% 17307,20 LOAD TOTAL(Watts) LOAD TOTAL(Watts MAINS: 60AMPMLO Bottom AIC:IOK SOURCE: Meter Stack AIR CONDIIIONING^a2.4KW 2400.00 ) (;ENFRALLIGIITING:(2)4 Bedroom units @ 1398 sq,ft.X 3 Watts/sq.ft. w T O T A L CALCULATE LOAD 19707.20 GENERALLIGHTING(6)2Bsdroomunits@928sq.ft,X3watts/sq.ft. 16,704,00 19,356.00 U O USE O O p .�o, O USE se p U TOTAL CALCULATED LOAD AMPS 82,ll (4)2 Bedroomunits @ 914 aq.ft.X 3 vmtts/sq.ft, a d .4 a. V SMALL APPLIANCE: 6 units with 2 circuits a 1,500 Watts each 18,000.00 SMALL APPLIANCE:(6)units with(2)circuits e.1,500 Watts each 18,000.00 LAU'NDRYHRANCHCIRCUIT:(6)units X 1,500watts 9,000,00 LAUNDRYHRANCH CIRCUIT:(6)units X 1,500 Watts 9,000,00 I 1 20 Exterior G tits 0.80 0.8 0.8 1 A 1.00 Electric Heater,crawls ace fans 20 1 2 r/'1 � 3 2 20 Parking Lot Lights Q6 0.6 SPARE 20 1 4 DISHWASHER(6) nits X[s X L5at watts 7,200,00 DISHWASHER:(asXunitsX 1,500 watts 9,000,00 V J = 5 - - DISPOSAL: 6 units X 1,500 marts 7,200.00 DISPOSAL 6)units X 1,500 setts 9,000,00 Uj _ _ BUSSED SPACE 6 MICROWAVE: 6 units X 1,500 watts 7,200.00 MICROWAVE:(6)units X 1,500 watts 9,000.00 IIw�� 7 1 20 SPARE _ BUSSED SPACE 8 EANGE:(6)units Xl$OOO Watts 72000.00 RANGE:( units X 12,000 Watts 48,000.00 ® m 9 1 20 Fire Alarm 0,IU 0.1 BUSSED SPACE 10 CLOTHES WASHER units x 1 S00 Watts each 7,200.00 CLOTHES WASI�R, COLUMN'1"OTAL$ 0.0 0.8 IA 0.0 1.1 DRYER: fi units X5,000watts 30,000.00 DRYER: 6)units X 5,000 watts 30,OMOO TOTAL CONNECTED LOAD KVA. 33 Amps 13.5 CENTRAL ELECTRIC AIR CONDITIONING units X 4300 watts 25,800.00 CENTRAL ELECTRIC AIR CONDIilONING,(2)units X5600 watts 28,400,00 -------- '- SUB-TOTAL(Connected Loads) 200,304.00 4)units X 4300 watts DEMAND FACTORS FOR(6)UNITS(NEC Table 220.84)=44% 88,133.76 SUB-TOTAL(Connect ed Loads) 179,736,00 W 1 House Panel'H 2,500,00 DEMAND FACTORS FOR 6)UNITS(NBC Table 220.84)=44% 79,092.64 TOTAL CALCULATED LOAD WATTS 90,633.76 (1)House Pmel'H' 2,500.00 TOTAL CALCULATED LOAD AMPS 377.64 TOTAL CALCULATED LOAD WATTS 81,592.64 TOTAL CALCULATED LOAD AMPS 339.97 O SERVICE SUMMARY SERVICE SUMMARY L.L Building Type 323323(10-plex) Building Type 322223(10-plex) LL DEMAND FACTORS BASED UPON NEC 220.94 DEMAND FACTORS BASED UPON NEC 220.84 LOAD TOTAL(Wetts) LOAD TOTAL(Wm) GFNERALLIGHTING(2)3BedroomTowahouaeuniu@I208sq,ft.X3watts1sq.ft. GENERAL LIGHTING,(2)3&dinomTosmhouse units(g 1208 sq.ft,X3swtb'sq.ft, (4)2 Bedroomunits/g 1056 s ftX3wstta/sq.ft, 30,888.00 (8)2 Bedroo-a,@914sq.ft X 3 wets/aq,ft. 29,187.00 (4)3 Bedroom unite�'a.1056 sq.R.X SMAILAPPLiANCE,(10),,its With 2 ci,<ui[s^ry 1,500 natte each 30000.00 SMALLAPP96NCE: 10 unitswith 2 circuits^1500watts each 30000.00 LAUNDRY BRANCH CIRCUIT: 10 units X1,500 watts 15,000.00 L4UNDRYBRANCH CIRCUR: 10 unfte X1500 mans _15,000.00_ WATERHEATER: WATERHEATER GAS 0.00 DISHWASHER: IO"1 1500 watts 15ODO.00 DISHWASHER: 10units X1500wm' 15000M n DISPOSAL_110 ui) 'ta X1,500 watts 15000.00 X 1,500watte 15.000.00 ^- MICROWAVE 10 units X 1,500watts 15,000.00 MICROWAVE: 10 unite X l,SOOwatta 15,000,00 RANGE:(10 units X12,000 watts 8000U.00 RANGE: 10 unidXl2,000 watts 80.000,00 CLOTHESWASHER:(10)unit.Xl,500Wntts 150W.00 CLOTHESWASHER: 10 antis Xl,500svatta 15,000.00 DRYER: l0 unite X 5,000 watts 50,000.00 DRYER: o unit.X 5 000 watts 50,000.00 CENTRAL ELECTRIC AIRCONDUIONINO(2)units X 5600 watts CENTRAL ELELTRIC AIR CONDITIONING(2)units X 5600 watts 99 S units X 4300 watts 45,600.00 8 untie X4300 watts 45,600.00 N SUB-TOTAL Connected Load. 311,488.00 SUB-TOTAL Connected loads 309,794.00 b DEMANDFACTORS FOR 10 UNITS(NEC Table 220,S1-43% 12500.0033ffM DEMAND FACTORS FOR 10 UNITS(NEC Table 220.94-43% 133,207.12 VAN OF Q�Z 1 HouaePanel'H' I HoueePanelN 2.500.00 A FPP TOTAL CALCULATED LOAD WATTS 136439.94 TOTALCAI.CULATSD LOAD WATTS 135,707.12 'AL CALCULATEDLOADAMPS 56850 TOTAL CALCULATED LOAD AMPS 565.45 REVISIONS: DRAWN BY: DATE: JFF 12/22/01 CHECKED: JOB NO: JPF 2CM-02 FARN SHEET NUMBER: II E N GPI N E E R I N G, INC. ELECTRICAL SCHEDULES E L E C T R 10 A L E N G I N E E R S BOIBE BOMB SHELTER SHEET TITLE, 600 W. QURLINB DRIVE, BOISE, IDAHO 83702 PHONE (208)E4R2IN9 O-'t'3O0M9 FAX N (208 429- L3O8 FARENOINE Eli, n ..b' goo KEYNOTES M S.o ; O PLAN SHOWN HERE IS FOR BUILDING 400. AT BUILDING v , o 300, THE UTILITY CLOSETS ARE ON THE OPPOSITE EiJDS OF THE BUILDING. ;= C:V)% Vi O N 01 y GENERAL NOTES _—___—_—_--- A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES _ ----------------- WITH ARCHITECTURAL EXTERIOR ELEVATIONS. _-- ----__- B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, _.� ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. I — --- o 0 — l- - o O _.._. o o I m ----------- --- c c II II I -_ -- 0� [IL --------Y __ -J, U U M91 \ i — ELECTRICAL PLAN — SECOND FLOOR SCALE: 1/4" 1'-0" 4224 o' 2• a B' f — jr LL lac/, wBz 240/1 240/1 19 IACA 16'-0° 17.8 MCA 17.5 MCA 17.6 MCA 240/1 ?7081MCA iiD 1240/1 F ` 10 AWG B-16(20) e-,a(zo) -. ,o aWG ' e 10 AWG 10 AWG a e 10 AWG o) _._- -- _ MCA 1 I I I I r------1 r------I __ . r-----� � r-----� r------I 10 AWG � �. I I 1 I I 1 GF L_____J SAC' I I ,rC 1 I I I — C I i �, L_____J L_____J WP -_J BP I I A-16(20) � GFCI L_____J L___ - cc 10 AWG `� A/2P _ 30A/2P 30A/ZP 30A/2P 1 30A/2P L---- J ir R/NF _ 3OA/2P 3R/NF GFCI GFCI GFCI 0.P A-18(20) I "4•'-" O� s�nc OR cFct 10 AWG w . � FC co 10 H 2 P y®, -(1 I 750W � `;J 120/1 C) o GFCI H;WG o I I �e y� GFCI ---- O I I , LL — — ---- �� .----- -- ---- ---- --- o0 — 0o p ;I I ' O � 00 0 I I �J I i I I I , � I I I , , I I 7,Q ❑ OH A F PQQ� I , I , REVISIONS: I x9z DRAM BY. DATE: JPF 12/22/01 CHECJP O 0NO: F R N SHI RAEN INEERING' INC. ELECTRICAL PLANE 2 ELECTRICAL ^Igr��N PLAN [�qq gp 5g ', ELECTRICAL E N G I N E E R S ELEC 1 A ICAL PL ®N 5 llT4 k� ti G BOISE BOMB SHELTER SHEETTM.E 600 W. CURLING DRIVE, BOISE, IDAH❑ B3702 SCALE: 1/4" = i'-0" - � 4224 PHONE (20B) 429-1309 D 2 a 8 FAX (20B) 429-1300 - FARR EN ENGINEERING.COM tz PROJECT: 06-OBB GENERAL NOTES A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES WITH ARCHITECTURAL EXTERIOR ELEVATIONS. ' p N B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, vi ',� 0 0 ON/OFF WITH SUNLIGHT, NO TIME CLOCK NEEDED. $, a ca ca C C fF W -- - - L te .- - .. y a+ 0 0 0 0 0 0 p %\ %\ EAgg t - i I I O 0 ELECTRICAL PLAN - SECOND FLOOR Z Q SCALE: 1/8" = 1'-O" 322223 � a -iz6 — J Lu Im LLJswl K9x n.v. lii'Wx n.el 1'+°i'n �1 BY�'2D. nw, is,el �'In nww nen I� ,o»G +.O° lor6 ®— aa,�r> IOAW �r l '� ❑ H-2 G O it rl II i ii I oD oo oo LL r L. DD Do O D O D I to --- ® --- —Do -D----- O o vsx I o o Gy1 O �66 e_J -- 6H1 KHI r---- ----� �I I ® -- 8 1��QNALEI� 3 F REVISIONS: ELECTRICAL PLAN — MAIN FLOOR SCALE: 1/8" = 1'-O" 322223 DRAWN BY. DATE: jj* CHECKED: JOB NO: S FA R R E I py v SHEETNUMBER, ENGINEERING, INC. ja2ti�� ELECTFZI CAL E N G I N E E R H ELECTRICAL PLAN BOISE BOMB SHELTER SHEET TITLE, 600 W. CURLING DRIVE, BOISE, IDAH❑ 63702 PHONE (20 429-1 309 FAX (20 6) . FAR RENENGINEERING.Com , PROJECT: ❑6.OSS ----® GENERAL NOTES A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES WITH ARCHITECTURAL EXTERIOR ELEVATIONS. ' N N B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. c y� o C7 r� i it ji II I ' i II c o o C_- 00 0o 1 0 0 I C _ISO i 1 CCU' ❑ I � � � I' ___ o0 o o _ PTO ❑ �� ❑ O� ta ELECTRICAll— P AU"j SEICUJU 'FLOOR _ SCALE: 1/8" = 1'-0" )23323 o' 4' S' i6' _ q{ 1@pg uj C> p{o�lge„.pW. L.E... 'N82 I I 1 I i I I g� G�D (o L__J ,L__ —_—_ 'a Vs eie(°°) Ll I04 __ yyJ'' I h - O O IOAWG H-2 ❑ II o o ❑ a tOAWG C� - - ----- - - xez I i I e S L , 16'-0. +18'-0 9/9 ` OF �N p F PQP REVISIONS: PLFCTRICAL FLAN — MAIN FLOOR SCA,. t/8„ 1'-0" 323323 o' 4' DRAWN BY: DATE: .NIP 12t22/01 CHECI(ED: JOB N0: A rR I t...A SHEET NUMBER: M311,,J E R I N9 , I N r,. 3233Z� ELECTRI CAL ENGINEERS ELECTRICAL PLAN BOISE BOMB SHELTER SHEETTITE: 60D W. CURLING DRIVE, BOISE, IDAHO B3702 PHONE (2015) 429-1309 FAX (2D8) 429-130B FARREN EN SINE E RING.COM PROJECT: D6-O58