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05-395 1338 N College Rd plans
�4 i 0 'e ' s' MMS North C®I(ses R®adaStKN _ --- -- �l MM �_ 2 2 / 2 U� '6q 3 3 U 3 MM 3 SPREAD EVENLY 7 3 �^ _j ,*SPREAD EVENLY B 3 1 1 !� 3 MS 3 K/� H l,. 3 3 1 THROUGHOUT 3 3 6 ' HD THROUGHOUT M MS MM MS MS MM R HD AP MS MS FC / STORM ENTRY DRAINAGE j .-.. .. MONUMENT _ POND 65 FP - / ..STORM :. .. -\ �. ! �7�i STORM : I I ---- / SED i �fL DRAINAGE ur+osce .,. - . .. POND a { _ oF$ ARCN1TeCT PARCING LOT MMi... - _ -,- F 3 Ami, TR45N 2 /I s FP .� __ V GARAGE PAp:ING LOT - - " . .. 3 ---- ---- DJ MANICURED LAWN 1 OPTI AL EXTRUDED CURB - 7 4 5J (TYPICAL SYMBOL) FC - GARAGE BET EN LAWN AND SHRUB PLANTERS(TYPICAL MANICURED MIBO V CM 4 1 S BOL.CONFIRM WITH (TYPICAL SYMBOL) 1 CM V OPTIONAL EXTRUDED CURB T ER HD GJ 3 3 1 PLANTERS(TYPICAL At AP .\ / t! SA, \�\ / ➢J BJ 5 HD / SYMBOL).CONFIRM WITH n �n - x I I 1 GJ OUINER ��1 �j'y HD 1 3 STOF'I`1 DRAINAGE Z HD _. -' /4h�_I1\\\ ' 6 P �\\\.'�,,;.1 .. HD FC MS 2 2 ---6 USIN6. -._-- 2 2 POND 1 MS AP ll'Rjf� ; Hd1SING . \\\ >� AP � /�' M MS 1 MS MS •AP \\x\ I /! _--�\x\�`�/// �� / 3 u _ / 1 3 PROPERTY / ` - _ ' - \ - \ 1 // _ PA7I0 2 GJ .BOUNDA&Y' FI :TRK ACCESS /�/ - MM - _ �/.1 �_'�.. _ -ram. -�-r �, - �`\M. /�I�1�\ SP GJ J6o.__`_� � i i IRt"\ FIRE TRUCK ACCESS7�1 — —— _ _ -- _ - ITT S'SOLID P SP LE GA / 1 STORM DRAINAGE POND MR LE SP 10'POWER g'SOLip I 1 AJ VINYL FENCE 1 EASEMENT DN MR 1 DN VINYL FENCE i CP P B 1 MM �,77 SG N r 1. PLANTING PLAN 0 5 10 15 2025 50 J - S3S f SCALE: V = 20'-0' FEEr �••�-- V NOTE:WATER ALL TREES IN �y -- THOROUGHLY AT TIME OF PLANTING. 2. PLANT MATERIAL LEGEND - - /I ` Z -� U TOPSOIL REMOVE ALL TWINE,BURLAP E WIRE --"� -� FROM TOP 1/3 OF ROOTBALL PLANTING SYMBOL COMMON NAME ;.BOTANICAL SIZE SIZE(Hx4l� ! 1 2' '-� BIOPLEX MYCORRHIZAL PLANTING J F BIO-PLEX ORGANICS Cl2-8-S) &_5� /,�/ TABLETS,5 GRAM(REFER TO /�//� AbM PLANTING TABLETS �' Po�tunm Pl.�ze Nuple Pcerx h .ntanu cal. 30 x� � APPLICATION ROTE LEGEND) " 10-15 GRAM TABLETS PER TREE AP Austnan Pine. Finns nigra',' 40 x 30 CONFIRM QUANTITIES WITH � _ M/fsnf,/+!' /4�1AIr 6I F/MS l Frk''t'� f.NS7 CG antideer ear na'Chantideer' 2 cal. 4d x I S' MANUFACTURER •° CONDITIONED SOILLILI_� p -.. p 'Cnrrson Yvnq' 2 cal._ .+ FOR INFORMATION CALL: °°• •Q- Ck . - _---�.-_ _- .40 xK I-800-441-3513 - COMPACT BASE +--+ CKNM Newport�Noworinq PI- --- r Iantarnades Newport' 2"caL _ :2C7 j' rc t03 (\ `— _ _.. _ INt-alu5'Roalty_--- -. 2"cal. 5'x I L-1 5BML Sunburst Mon st - GlediI tnacanthos'5unburst' t� 150 x EXISTING SOIL w O e �� uida r s -- -f""'�'— x ---- z L r 'Scotch Fine _- -'gnus s ns -__�6(7 x 3(7 erus CM Creeping un,pena -. JMahenia re�ensss Pmtstr ... 2 )at. �8 X 3' q 1 _ Rr Maho BRl NueRu Juni er Ju_ni rvscorrferta&ueRu 2 I. xG .Mr/ 3. DECIDIi,JUS TREE: PLANTING DETAIL ''�— - _. -- - - - - NTS i,IMILAR FOR EVERGEN/CONIFERS) VISIONS: 9 CP Gstena Plum Prunus 05tena 2 pl. yl d x ICY f =CPDJB Chrr on Pygrry Dwarf Japanese Bart>rry '.,Bert�ns thunbergu'Cnrre>a�PylrrV _ 2 qal. '2 x 3' I I uDN Chao NncWrk Physccarpus opu6fdius'Mcnlo 2 qai. v'x 9' L"JB Dwarf Vane pted Boxwood BUxus'Varegated'Nana' 2 cal. 3'x 3' 510PLEX ORGANICS MYCORRHIZAL PLANTING TABLETS r� 1- - --- 1 - --- - APPLICATION RATE LEGEND y GNL7 5cr`5 FCnd Sp ra�Vte Spiraeaa Ron lis'6nerald Green' - 2 clan. 1 5 x 20 i SIZE OF PLANTS 5 GRAM TABLETS Z ;;"KTP Eraser's Red Ti Photinia Photirna frasen - C-dd Nlwnd' 2 qal. 2 x 3'- / 1 GAL. 2 IHD Ivor,/Halo Dogwoc i Co us alba Bailhalo 2 qal. 4'x 5 (� 2 GAL. 3 JGJ Japanese Garden Juniper _ Juniperus procvntens Nana I gal. I'x G „wnr I 5 GAL. 5 = C lT3 Otto W n 6T 6sh laurel�—Pr nus lauroG0M5us Otto Lu n t 2 pI. 3 x 5 2'CAL B KJ13 Kdrokl Japanese Barrt�rry Beri�rr thunl�rgi Kotold 2 qal. 2 x 3 i MR Mnnetonka Rhcdcdendron Rhodrzlendron Nknnetonka' _ 2 1. 3 x 4 N Yke 9 _. ) _ FOR FURTHER INFORMATION CALL: 1-&00-441-35-73 PFCR Pink Flower Carpet Rose _ Rosa x noatraum Ipmkpots 2 x 3 RFCR Red Flamer Ca et Rose. Rosa x noare ink ots 2 x 3 1 R' ----- p p TOPSOIL STARTER FERTILIZER 'FERTILOME'OR EQUAL, \ '5B Sunsation Barterry _ IBcebcn_s thuntnergii Monry 2, 5 x 5 PER MANIPACTUR=RS RECOMMENDATIONS. !I 5BU Smoke Bush Cotmus na 2 I. 1 S x 1 2 BIO-PLEX ORGANICS -- u' yq ` PLAITING TABLETS BARK MULCH-THIN BARK MULCH TO 1/2' SKi= Siluer Yvng Groryrnrs D» U5,Japonica Sluer r naj 2 qa1. 0 x 3' ( I GAL-30 GRAMS THICK UNDER FOLIAGE SMMP Skw�rinund Nb�Poe_ _ Pmus rru slowround' _ 2 gal 3'x S' IN('Nd II 2 GAL-45 GRAMS � 510PLEX ORGANICS MYCORRNIZAL PLANTING VBE .Vane ted BoxAeaf C s 6ro bus a ica Mi h W Vane tus 2 I. 2"x 18" 5 GAL-60 GRAMS TABLETS(REFER TO APPLICATION RATE LEGEND) __. it REMOVE ALL TWINE 8" / PLANTING HOLE-BACKFILL AND SETTLE --"Gal. Galipe,:_ Gal.=Gallai - `- -i AND BURLAP FROM ••. :v TOPSOIL THOROUGHLY SHEET TITLE _. TOP 1/3 OF ROOTBALL L DSCA PL TINC: AN NOTE: ALL TREES LABLED WITH AN ASTRIKS MUST BE AT LEAST 14'-16'TALL. EXISTING SOIL NOTE: -ALL CONTAINERS PLANTS SHALL HAVE THEIR COMPACTED ROOT MASS LOOSENED SLIGHTLY TO ENCOURAGE BASE ROOTS TO EXPAND AND FEED IN SURROUNDING SOIL MORE QUICKLY. EXTENT OF LOOSENING PER Submittal/Description: Date: DATE: CONTRACTOR DIRECTION. NOTE:WATER ALL SHRUBS IN -CONTRACTOR SHALL INSURE THAT NO DOSAGE Provided to Thomas Development 0524D5 THOROUGHLY AT TIME OF PLANTING. OF FERTILIZER OR COMBINATIONS OF FERTILIZER For Cityreview. CHE ARE HAR*FUL TO THE PLANT MATERIAL. Provided to Thomas Development 06.0L05 :1z1:tin Ctt comments. JOB NO. 4. SHRUB PLANTING DETAIL 0401 SHEET NTS -- - LS-1 I I + `65-3r5 Permit Number REScheck Compliance Certificate CheckedBy/Date 2003 IECC REScheckSoftware Version 3.6 Release 1 Data filename:SACADD\04-061\Energy.rck PROJECT TITLE:Devon Senior Apartments CITY:Twin Falls R E C E I V E D STATE:Idaho HDD:6769 MAY 1 12005 CONSTRUCTION TYPE:Multifamily WINDOW/WALL RATIO:0.20 CITY OF TWIN FALLS BUILDING DEPT. DATE:05/10/05 DATE OF PLANS:5-2-05 PROJECT DESCRIPTION: 48-Unit Senior Apartment Building DESIGNER/CONTRACTOR: Springer Group Architects,P.C. COMPLIANCE:Passes Maximum UA=5846 Your Home UA=5776 1.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perim ete R Value -Value U-Facto UA Ceiling 1:Raised or Energy Truss 23400 38.0 0.0 585 Wall 1:Wood Frame,16"o.c. 18656 19.0 0.0 834 Window 1:Vinyl Frame:Double Pane with Low-E 2635 0.380 1001 Door 1:Glass 1092 0.370 404 Door 2: Solid 1029 0.160 165 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 23400 11.0 0.0 1685 Crawl 1:Solid Concrete or Masonry 3499 0.0 0.0 1102 Wall height:3.0' Depth below grade:2.5' Insulation depth:OR Furnace 1:Forced Hot Air,82 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to pp'C , GOT? ' Li2�fa 7L] =wfi�x xt/A,IS'> I � W 00 FD N Z o 70 — Rw z o / ^ _J v NG-- NG ----- NG NG (n O 1 0 15 30 60 V) Z l n 21t00 W 8" SCALE IN FEET O ^ EXISTING FIRE ` �_ Z�19t0O a" 20+00 22+00 23+00 o W.INV.59.51_ __L___—_—_ j__—_______ —_— —_L___ ' \ O_� *E.INV.5&64 - _____ _____—___ _ -_ - _ i_y-_,1 /_ O - 3"PI �T��t n^''^M 3"PI lAA7RQ! l+Icr& Road " EXISTING 2'SERVICE I N �" c CON 'N N EXIERLINEg" N /2'METER C�ONVUCT EXISTING PRESSURE �, > LV X o . N HANDCAP�4. SW4 NW4 6L NW4 SW4,SLCdon 3 _ FIRE DNE(DI 1 _ b Q' APPROACH cO I 3 -- Township 10 South,Range 17 Fait �rn f APPROAC k' w INSTALL 8" REMOVE EXISTING Q n 3 V e -�-- G G IRRGArON BLOW I O ~ "O 8'CURB CUT _ .... : h Beim Medifi_- I I ¢D E 4. 30• _ BERM 6fi fi5 h I 131TLej�gn W \ U __________ _ /��� 6/ 4 POND 1 CONNECT 84 C BERM I Nrl Twin 1'tUltl WMlltyj 1(1ah0 L,J I S DNE TO U 2 L BOPOND 2TTOM OF 6+ 6 PLO UO 67 5 2'IPS SCUPPEpALx +� I 2OD5 cT!:.. ry POND 63.5 S 64 LlA/.J LW O 64 85 UJ V e `a 66.in 65 45 20 66] I H1DR�FlRE «�±�.e^.e,....., W =O E a N 6] CLASS 200 ATER SERVICE 26, 5' 1 Ign D N 20 25' e I DEVELOPER: THOMAS DEVELOPMENT CO. ........ Z o �f�30 413 W.IDAHO,SUITE 200 Z BOISE,IDAHO 83702 W a w N T .Ivv.I PHONE:(208)343-8877 HANDICAP W, `t LJ ACCESSIBLE h 621 N.COLLEGE RD.,SUITE 100 RAMP ,� ENGINEER: EHM ENGINEERS INC. M TWIN FALLS,IDAHO 83301 PHONE:(208)734-4888 Building Plans have 3 a 6 z been reviewed and approved C-1 P.U.D. \--- I AN Constriction Subject EXISTING USE: VACANT n i to Field Inspection PROPOSED USE: SENIOR HOUSING FIRE TRUCK' �jji e) e 6650' 87 pp I UTILITIES: CITY SLIVER,WATER,PRESSURE IRRIGATION, \ ACCESS lANA5RNN "' RU POND 4 66 A 66.50 ��_ — — A 'ACCES6 LANE _ -•�" ge I1'� P (ASPHALT SuRFAQF) 1 +•i1 6] L� ��'—'— � 87 _ I UNDERGROUND POWER,GAS,TELEPHONE �. AREA DRAIN e N 89'41'56" W 637.18' a Date 3/ Q5 _ AND CABLE TELEVISION. TOP 55.00 AREA DRAIN I I DEVELOPMENT AREA, 2.33 ACRES SEE DETAIL TNIS SHEET) INWP 81.0 i RECEIVED (SEE MAIL THIS SHEEP) .LAG 10 2005 I1/4"x11/4'x3/16' I I 2'-0•ANGLE IrV OF TWIN FALLS IRON E CRATED METAL UD FRAM W/I//2' x 8'ANCHORS AT FA NIbP01M MOO BARSACING NUILDING DEPT. BOTTOM OF BASIN I 11 111 12:1 11 I ItlIIiIIIliII11N 8' 1-8' y ' Le8m1 SOOM TAM CRIC16110n8 ELEV.-SS 1"R, � i13 1"BATTER � 6' 1/4"R. 1 1/2" 'a' EXISTING NATURAL GAS LINE —Nc NG— La 11 So. — EXISTING OVERHEAD POWER —OH p1— TOTAL IMPERVIOUS AREA 28,392 s.f.x 1.6/12 z 0.95%= 3,596 c.f. 6' �+ ►•A OmWEEP HOLE a LANDSCAPE AREA: 23,808 s.f.x 1.6/12 x 0.20%= 635 c.f. Al DRAIN GRATE 'E`' 1/4"R. �O EXISTING SEWER SERVICE —> P— �2, q `L TOTAL PREDEVELPOMENT ALLOWANCE 51,401 s.f.x 1.6/12 x-0.35%= -2,399 C.f.PROPERTY BOUNDARY UNE INLET ELEV. 63.00 - �' •• EXISTING WATER MAIN w e'— RETENTION REQUIRED= 1,832 c.f. • -•:.: _,�e�-. STREET CENTER LINE ----------- La Z 2 C.Y.DRNNROCK REO'D.--GC00� O'y" *.a. °e o•°' a O •f�'`..: EXSSING STD.CURB,GUTTER&SIDEWALK -- _-- _ TOTAL IMPERVIOUS AREA: 29,058 s.f.x 1.6/12 x 0.95%= 3,681 c.f. �� �� COMPACTED 3/4"OR 1 1/2" PROPOSED STD.CURB,GUTTER&SIDEWALK LANDSCAPE AREA: 21,036 s.f.x 1.6/12 x 0.20%= 561 C.f. Arm Dftin SCflICt m GRAVEL BASE TO BOTTOM OF PARKING SECTION (, " EXISTING SEWER MANHOLE QO TOTAL PREDEVELPOMENT ALLOWANCE: 50,094 s.f.x 1.6/12 x-0.35%= -2,336 c.f. JIM n 1,�1 Typ Curb 6L Gutter Section EXISTING FIRE HYDRANT RETENTION REQUIRED= 1,904 c.f. DO NOT SCALE "•INGS EXISTING GATE VALVE D4 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS,THE LATEST EDITION OF THE CONTRACTOR SHALL VE TOTAL RETENTION REQUIRED= 3,736 c.f. CON EDJ1OBNs AND DI NOTIFY EXISTING POWER POLE $ PREFABRICATED Y"OR IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL, THE JOB SITE AND NOTIFY THE DRAINAGE ARROW PondC8j%Clt1PS TAPPING SADDLE LOCATED STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE. ENGINEER OF ANY DIMENSIONAL IN TOP HALF OF PIPE ERRORS.OMISSIONS,OR DIS- PROPOSED AREA DRAIN STRUCTURE POND 1 1,640 c.f• 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT CREPANCIES BEFORE OR PROPOSED WATER METER 0 POND 2 2,800 C.f. a"PLASTIC SEWER SERVICE ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ PROJECT BENCH MARK-CITY OF TWIN FALLS OR FABRICATING ANY WORK. LINE MIN.SLOPE PER PLAN OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH HYDRANT NO.4046-3002/NW BOLT FIRE POND 3 700 C.f. 45'ELBOW SITE CONSTRUCTION. BOLT?ELEVA770NB�UE LAKES 800'S.LAWNDALE POND 4 600 c.f. AbourkMaoe POND 5 400 c.f. 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. PREFABRICATED"Y" IT IS THE CONTRACTOR'S RESPONSIBILfTY TO PROTECT OR REPLACE ANY MONUMENTS TOP of ASPHALT •oo.DDrA TOP OF RET WALL •oO.00TW TOTAL RETENTION PROVIDED= 6.340 c.f. —__ OR TA SONG SADDLE DESTROYED DURING CONSTRUCTION. Vidnity Skeach PRINT EDGE OF ASPHALT •OO.00EA TOP OF CURB •OO.00TC 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN ,,i5,f e TOP OF SIDEWALK •OO.00TSW TOP OF CATCH BASIN •OO.00TCB NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND TOP of CONCRETE •OOOOTCC 8"DIA. SEWER LATERAL INGRESS AND EGRESS TO S410 CONSTRUCTION. In 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTION TESTS ARE REQUIRED IWWWIW ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREAL 95%COMPACTION REQUIRED. Sewer Main Connection 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES 5-21-05 R I.F. 12 n.ts, AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR 5-3-05 REV. CESS MIN CLEANOU7 P UG WITH 18" NOT IN THE LOCATION SHOWN ON THE PLANS.THIS INCLUDES SERVICE LATERALS OF ALL KINDS. a .� COUNTERSUNK SQUARE MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND Section AA HEAD SPECIFICATIONS. n.ta. y 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR = _ EaE `O TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK. a 18"DIA. x 6'CONCRETE �-- rI i li i it i ILoVILLAK 8 CONTRACTORTHE L SHALL TAKE REASONABLE FROM DAMAGEAND ALL SUCH IMPROVE IMPROVEMENTS IMPROVEMENTS DAMAGED BY THE CONTRACTORSOPERAATIO S °R III 2 1/2-PLANTMIX PAVEMENT — SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. unI G. Aurr 2'-3 4'BASE AGGREGATE PLACED AROUND PIPE 9. LANDSCAPING&LIGHTING(BY OTHERS)SHALL BE INSTALLED PER THE LATEST EDITION OF THE COMPACTED TO 95R MAX.DENSITY �VARIES PER POND CITY OF TWIN FALLS ZONING ORDINANCES POND TOP OF POND G. 70P OF a'-1 1 z'BASE accR. EIEVATNRI y ELEVATION VARIES 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS COMPACTED TO 95X MAX.DENSITY SEE PUN VIEW SEE PLAN VIEW FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER, le `" K. ehringe SUBBASE-COMPACTED TO 95X MAX,DENSITY _ 1 11. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. om arch, 5 NOTES:SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER r III 12. THE CONTRACTOR SHALL VERIFY DRAWINGS FOR CONFORMANCE WITH THE ARCHITECT'S PLANS PRIOR PRIOR i0 BASE AGGREGATE AND ASPHALT PLACEMENT BOTTOM POND VARIES T \ _ TO PROCEEDING WITH ANY PHASE OF CONSTRUCTION,ANY CONFLICTS SHALL BE VERIFIED BY 3/4-AND 1 1/2-BASE TO BE CRUSHED GRAVEL TO SEE PUN VIEW 1_m THE CONTRACTOR AND IMMEDIATELY BROUGHT iO THE ATTENTION OF THE ENGINEER FOR ""°'N0' 428- Sat Cm OF TWIN FALLS STANDARDS&SPECIHrAMNS. FURTHER DIRECTION. TyA Parking Lot Section Section B•B Cleanout 13. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH FHA AND AN RULES AND REGULATIONS. n.ts. n.ts. nt:s. ( Sheet 1 No. meet the 2003 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECcheck and to comply with the mandatory requirements listed in the RES checkInspection Checklist. .1 Lowell W. Springer w,: Builder/Designer .� °`IDS°°'° Date v� V) F, been reviewed have w d and approved 1. 1 1 0 W 00 FIC All Corntructlon Subject N 0 32' to Field lilspe� �_l c 1'7'A00 RW z Nu ff NG NC ING 0 15 30 60 L SCALE IN FEET E EXISTING FIRE 19+00 2 0+00 21+00 22+00 8" 23+00 *E.INV.55.64 ---------------- 3"PI 3"PI EXISTING 2"SERVICEjCONSTR 4 Nolml CoNege Road Fag EXISTING 6 2-METE VFF%��' CONSTRUGT'f,�V E UNE '$ i SW4 W4 NW4 SW4,Swdm 3 INSTAL 6" /71EMO�E EXISTING ACCESS pt it IRRIGATION- E > 41 • APPROACH -_-OFF VALA FIRE LINE POND 3 ler-I i Township 10 South„Range 17 Fax ----------- D d 8"CURB CUT 'I I ,, I -_VL--- W <oo E ---- ---- 65 65 Boise Madan Lli -------- I--- --- -- --- 44 8, ---------------- :_6 BERM Twin FA Quinty,MAD oc:Do u UNE TO BOTTOMOF SIDEWALK po POND 2 SID R IfBOTTOM OF TA 68 SCUPPER 2005 LL POND 63Z W a @) a W 65 D� iE��Q)_:5 \ INSTALL Dam z Q� 7 WA-IL um CUSS 200 ATER SERVICE 0 L;j THOMAS DEVELOPMENT CO. 413 W.IDAHO,SUITE 200 z - BO SE,IDAHO 83702 W 04 x I I' 'D 0-Lu PHONE:(208)343-8877 ACC SIB SLE& RAMP ENGINEER EHM ENGINEERS INC. 621 N.COLLEGE RD.,SUITE 100 TWIN FALLS,) 83301 lq- PHONE:(208)734-4888 1EE-6110 z 8 ZONING: C-1 P.U.D. EXISTING USE, VACANT PROPOSED USE SENIOR HOUSING 61 FIRE TRU POND I A A (.ACl 1-1 L2&. UTILITIES CITY SEWER,WATER,PRESSURE IRRIGATION, P ND_f_____ ML_T 5URFA.E)� 67 UANDNDERGRO NUD POWER,GAS,TELEPHONE N 89*41'56" W 637.18' 66 CABLE TELEVISION. TOP 65.00 DEVELOPMENT AREA 2.33 ACRES NNT 63.00 AREA GRAIN J. (SEE DETAIL THIS SKEET) TOP 65.00 1167 63.00 (SEE DErAL THIS SHEET) DO NOT DRAIN STORM 1 114'x 1 114*x 3116 -A a' SPACING WATER ONTO ADJACENT LOTS ANGLE IRON FRAME GRATED 14LJAL LID x 8'ANCHORS AT FA MI EEN- BOTTOM OF BASIN �=wlmjlj"jj"' 121 LAg-d Sumnn waff calculwous ELEV.-65 1"BATTER I/'R 0 Lot 1 is' 6 EXISTING NATURAL GAS LINE NG NG- SO. 1 1/2' TOTAL IMPERVIOUS AREA: 28,392 s.f.x 1.6112 x 0,95%= 3.596 c.f. 6'CA WEEP HOLE 1/4"R. (4 1 -OH-OH- - EXISTING OVERHEAD POWER EXISTING SEWER SERVICE 4 LANDSCAPE AREA: 23,808 s.f.x 1.6112 x 0.20%= 635 c.f. W/DUN GRATE TOTAL PREDEVELPOMENT ALLOWANCE., 51,401 s.f.x 1.6112 x-0.35%= -2,399 c.f. INLET ELEV.-63.00 PROPERTY BOUNDARY LINE EXISTING WATER MAIN RETENTION REQUIRED= 1,832 c.f. STREET CENTER LINE ------ L&2 2 C.Y.DRAINROCK REOD. EXIST'G STD.CURB,GUTTER SIDEWALK TOTAL IMPERVIOUS AREA: 29,058 s.f.x 1.6112 x 0.95X= 3,681 c.f. APACTED 3/4"OR 1';�2- PROPOSED STD.CURB,GUTTER&SIDEWALK LANDSCAPE AREA, 21,036 s.f.x 1.6112 x 0.20%= 561 c.f. Am Dram Structure GRAVEL BASE TO BOTTOM OF PARKING SECTION 411111, EXISTING SEWER MANHOLE @ TOTAL PREDEVELPOMENT ALLOWANCE. 50,094 s.f.x 1.6112 x-0.35%= .-2,338 c.f. ZLt& TYA Curb St Gutter Section EXISTING FIRE HYDRANT RETENTION REQUIRED 1,904 c.f. Nom 00 NOT SCALE DRAWINGS EXISTING GATE VALVE 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS,THE LATEST EDITION OF THE zLt& CONTRACTOR SHALL VERIFY ALL EXISTING POWER POLE -E3- TOTAL RETENTION REQUIRED= 3,736 c.f. PREFABRICATED *Y'OR IDAHO STDS.FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL, CONDITIONS AND DIMENSIONS SITE ANo NOTIFY THE DOLE LOCATED STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE. ENGINEER OF ANY DIMENSIO A F OF OMISSIONS,INS,OR DRAINAGE ARROW Pond 0 1 TINAFTPOI NPG SADDLE PIPE ERRORS, INS ORIO DIS PROPOSED AREA DRAIN STRUCTURE POND 1 1,840 c.f. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT CREPANCIES BEFORE PROPOSED WATER METER POND 2 Z800 C.f. 4"PLASTIC SEWER SERVICE ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ PROJECT BENCH MARK-CITY OF TWIN OR FABRICATING ANY RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH HYDRANT NO, 4046-3002/NV BOLT FALLS LINE MIN. SLOPE PER PLAN OR DEPOSITION OF DEBRIS FIRE POND 3 700 c.f. 45'ELBOW SITE CONSTRUCTION. HYDRANT EIS BLUE LAKES 800'S.LAWNDALE POND 4 600 c.f, HYDRANT 3673.465 POND 5 400 c.f. 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. Abftvbdcm PREFABRICATED'Y" IT IS THE CONTRACTOR'S RESPONSIBILITY To PROTECT OR REPLACE ANY MONUMENTS TOTAL RETENTION PROVIDED= 6,340 c.f.OY- OR TAPPING SADDLE DESTROYED DURING CONSTRUCTION. TOP OF ASPHALT •OOOOTA TOP OF RET.WALL •00.001W REQUIRED Bq0ty&emh. EDGE OF ASPHALT •00.00154 TOP OF CURB 00.007C 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN nts, NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND TOP OF SIDEWALK 0O.00TSW TOP OF CATCH BASIN GGOOTCB 8"CIA.SEWER LATERAL INGRESS AND EGRESS TO SAID CONSTRUCTION. TOP OF CONCRETE 0O.00TCC 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTION TESTS ARE REQUIRED IR ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA. 95X COMPACTION REQUIRED. Sewer Main Connection 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR 5-24-05 REV.PER ONLY.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES 5-31-05 REV.FIRE A 2" 41-d- AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR MIN NOT IN THE LOCATION SHOWN ON THE PLANS.THIS INCLUDES SERVICE LATERALS OF ALL KINDS. CLEANOUT PLUG WITH 18*COUNTERSUNK SQUARE MODIFICATIONS OF EXIS77NG UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND Swilon AA HEAD SPECIFICATIONS. 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.CALL 'DIGLINE'PRIOR TO COMMENCING WORK. CONCRETE 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS rlL I r: ,I I I-- FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS 2 112'PMW PAVEMENT SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. U".'4ei'PIPE 9. LANDSCAPING&UGH77NG(BY OTHERS)SHALL BE INSTALLED PER THE LATEST EDITION OF THE G urke 2'-314'BASE AGGREGATE PLACED U., THE COMPACTED TO 95%MAX.DENSITY VARIES PER POND CITY OF TWIN FALLS ZONING ORDINANCES. urkett TOP OF POND TOP OF POND 8'-1 112'BASE AGGR. ELEVATION I ELEVATION VA VIEW 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS COMPACTED TO 95X MAX DENSITY SEE PLAN NEW SEE PLAN FOR DEVL4770NS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. K. Fahringer SUBBASE-COMPACTED TO 959 MAI.DENSITY ?I. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED March 05 PRIOR TO CONSTRUCTION. 12. THE CONTRACTOR SHALL VERIFY DRAWINGS FOR CONFORMANCE WITH THE ARCHITECT'S PLANS PRIOR I- AS NOTES.SUBBASE 94TERML TO BE APPROVED BY THE ENGINEER wn PRIOR TO BASE AGGREGATE AND ASPHALT PI.ACEMENT BOTTOM POND VARIES TO PROCEEDING WITH ANY PHASE OF CONSTRUCTION,ANY CONFLICTS SHALL BE VERIFIED BY 3/4'AND 1 112'RISE TO HE CRUSHED GRAVEL TO SEE PLAN VIEW it THE CONTRACTOR AND IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR 428-0 CITY OF TWIN FALLS STANDARDS&SPECIFICATIONS. FURTHER DIRECTION. TVA Phrldng Lot Section Section &B Cleanout 13. ALL CONSTRUCTION SHALL BE IN COMPLANCE WITH FH4 AND ADA RULES AND REGULATIONS. fLt& n.tu. Zi t& Shea 1 Of U) o I 24 N U W 00 FC 11jt0p RW z Qp I \3PY NO NG NG NG Q. 10, Q O I 0 15 30 60 Z O _- 8" W 8" SCALE IN FEET Fn EXISTING FIRE §�19+00 20+00 21+00 22+00 23+00 1 0 o ro.INV.5951- i_ E.INV.58.84 - ----- -�- -----�-----'----L--------- ------�--- ' m--- ---- Located lll: 3"PI _ North Collie Road Fast GONG RUGT LLI 3"PI EXISTING 2'SERVICE I N CONSTRUCT^' O65ETMOEB• •N ry 2'METER �E s w4 iv EXISTING PRESSURE > x 3 SW4 NW4& NW4 SW4,won 3 W INSTALL B \ REMOVE E%ISTINC I 3 Township 10 South,Range 17 Fast -'L {�' PPPROAC k. - G a "� IRRIGATION BLOW FIRE LINE DI t k' APPROACH �' POND 3 ~"`-. el. p 8•CURB CUT )_ / T - �/Jr^ 66 BERM 86 85 h I Be&Mendlan � V) OD-O U i OCC 00 6a - �* ----- -- Twin Falls County,Idaho ::�.--� W e_ N CONNECT a" 66 BERM /' I C 6 BOTTOM OF ZNEPTO 6-SIDEWALK �• y W E POND 2 POND BSb H�ry�5 (Ny J M BOTTOM OF SCUPPER I �LA,S POND 63.s �d6, `V 39 TA_GG. 5 69 A�5.O0 I O r 64 u. 20, 66�- EXISTING FIRE ;.J:''s w t ♦ 6 + � _ �8) VA-tili.]Il ai B a ON,,kULLASS oo ATER SERVICE 20• 25, I I n"`' y�'.SIgn Data. ^y ," z..0 N J ;Vr• DEVELOPER: THOMAS DEVELOPMENT CO. z O 689 413 W.IDAHO,SUITE 200. 1 Z mF I I "'`� _ BOISE,IDAHO 83702 ��' y W �a=W PHONE:(208)343-8877 I e HANDICAP v `'. . v ' W ACCESSIBLE°` _M i aO ENGINEER; EHM ENGINEERS INC. AMP 621 N.COLLEGE RD.,SUITE 100 TWIN FALLS,IDAHO 83301 N \TA fiR 1n N Ff a) id"^�' � 1 PHONE:(208)734-4888 o ZONING: C-1 P.U.D. 3 A 6 \ h 1 EXISTING USE: VACANT PROPOSED USE SENIOR HOUSING flRE TRDDK 87 B 366 67 ' (GRAS ACCf-SS 7:1N6 POND 4 BB " 66.50/ ° A \ E„� ' UTILITIES CRY SEWER,WATER,PRESSURE IRRIGATION, 68 _. {GRASS.CRATE 50RFAGE) 67 .�' --�.-._ -.-. 88 �,✓.s I UNDERGROUND POWER,GAS,TELEPHONE AND CABLE TELEVISION. AREA DRAIN B N 89'41'56" W 637.18' -B TOP 66.00 \ AR RNN i DEVELOPMENT AREA: 2.33 ACRES (EE Dr THIS SHEET) TOP s.00 INVT 3.00 . (SEE ETNL THIS SHEET) 1 14' "1 1 4'.3 16" 1 1 ANGLE WONT W/1 2 ! CRATED METAL LID x 8'ANCHO A fA MI w/i'MAX.SPACING OTTOM OF A BETWEEN BARS IIXI IXIII 12:1 ilI I IIIIIIIII11 8• 1'6• L IN II III I I.egtad Storm Water Calculations ELEY. F a 16II I� 1'R 1`BATTER �.1 6. x t8. . 6' 1/q•g• Oa � EXISTING NATURAL CAS LINE =Nc oH s0. - TOTAL IMPERVIOUS AREA: 28,392 s.f.x 1.6112 x 0.95%= 3,596 c.f. 6�ixA..WLtP -1 1/2' ►r EXISTING OVERHEAD POWER -OH _ LANDSCAPE AREA: 23,808 s.f.x 1.6112 x 0.20%- 635 at. /ORNIi GRATE - f• •� 1/4�` (3y EXISTING SEWER SERVICE O X• - TOTAL PREDEVELPOMENT ALLOWANCE f.. 51,401 s. x 1.6112 x-0.35%= -21399 c.f. - ry _' PROPERLY BOUNDARY LINE EXISTING WATER MAIN RETENTION REQUIRED 1,832 c.f. INLET ELEV.-63.00 4 .:..-;' .- = •,.' :,.-. ;f 0 �L -w s'- '�'• ''-'�!-.�;.-s�-,�:`. ��L a STREET CENTER UNE ----------- �t 2 2 C.Y.DRNNROCK REO'O. °.•^o;d e°,o,°'°'" ', EXISING STD.CURB,GUTTER A SIDEWALK TOTAL.IMPERVIOUS AREA: 29,058 s.f.x 1.6112 x.0.95%= 3681 c.� �0000000 COMPACTED 3/4'OR•1 1%2'. 42 (Ta PROPOSED STD.CURB,GUTTER 6 SIDEWALK LANDSCAPE AREA: 21,036 s.f.x 1.6112 x 0.20%= 56edH f. Area Drain Structure GRAVEL BASE TO BOTTOM OF PARKING SECTION A E. EXISTING SEWER MANHOLE QO TOTAL PREDEVELPOMENT ALLOWANCE: 50,094 s.f.x 1.6112 x 035%- £' jf c.f. T Curb & Gutter Section n is EXISTING FIRE HYDRANT U RETENTION REQUIRED -` 1,904 cif. Nxm0 DO NOT SCALE DRAWI EXISTING CATE VALVE D4 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALL$THE LATEST EDITION OF THE CONTRACTOR SHALL VERIFY' EXISTING POWER POLE -{3- TOTAL RETENTION REQUI 3,736 cif. PREFABRICATED"Y"OR IDAHO STD-S.FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL,. CONDITIONS AND DIMENSION .f TAPPING SADDLE LOCATED STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE THE JOB SITE AND NOTI HE DRAINAGE ARROW �- Pond Capadttes - ENGINEER OF ANY DIMEN IN TOP HALF OF PIPE ERRORS,OMISSIONS,OR PROPOSED AREA DRAIN STRUCTURE POND 1 1,840 c.f. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT CREPANCIES BEFORE BEGINN PROPOSED WATER METER S POND 2 Z800 Cf. 4"PLASTIC SEWER SERVICE ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ PROJECT BENCH MARK-CITY OF TWIN FALLS OR FABRICATING ANY WORK. LINE MIN.SLOPE PER PLAN OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION MTN HYDRANT No.4046-3002/NW BOLT FIRE POND 3 700 cif. HYDRANT E/S BLUE LAKES 800'S.LAWNDALE POND 4 600 cif. 45'ELBOW SITE CONSTRUCTION. BOLT ELEVATION=3673.465 POND 5 - 400 Ah c.f. 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT meviadamsPREFABRICATED'Y" IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS - "? 1\7 TOTAL RETENTION PROVIDED= 6,340 c.f. OR TAPPING SADDLE - 6Q' 1/ REQUIRED DESTROYED DURING CONSTRUCTION. Smw TOP OF ASPHALT •OD.00iA TOP OF RET.WALL O0.001W -_- - Vidotty uiq[:Ll EDGE OF ASPHALT •00.00EA TOP OF CURB •OO.00TC 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN p tg ¢ TOP OF SIDEWALK •OO.00TSW TOP OF CATCH BASIN •OO.ODTCB NEW CONSTRUCTION AND EXISTING SURFACES TO PROVDE FOR PROPER DRAINAGE AND B"OIA.SEWER LATERAL INGRESS AND EGRESS TO SAID CONSTRUCTION. TOP OF CONCRETE •BO.00TCC / Q 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX DEPTH.COMPACTION TESTS ARE REQUIRED I I ! ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA.95%COMPACTION REQUIRED. &WCr Main Connwdon 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR PEN90NS ONLY.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES 5-24-05 REV PER C. 12" Em AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR MIN CLFANo LUG WITH 18" NOT IN THE LOCATION SHOWN ON THE PLANS.THIS INCLUDES SERVICE LATERALS OF ALL KINDS. 3 RECEIVED COUNTERSUNK SQUARE MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND Seca n A-A HEAD SPECIFICATIONS. MAY 211 2005 n tS }Ny 7. AFFECTED UTILITY COMPANIES SHALT.BE NOTIFIED AT LEAST 1W0(2)WORKING DAYS PRIOR = eaE UNE AD 6 CRY OF TWIN FALLS TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK d DUILDING DEPT. 18'DIA. x 6'CONCRETE L�-- I -AilCOLLAR THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS 2 1/2•PIAMTMIX PAVEMENT SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR n N = G. Bur 2'-J 4'BASE AGGREGATE PLACED AROUND PIPE 9. LANDSCAPING k LIGHTING(BY OTHERS)SHALL BE INSTALLED PER THE LATEST EDITION OF THE a II ``VARIES PER POND I CITY OF TWIN FALLS ZONING ORDINANCES. COMPACTED TO 959 MAX.DENSITY F•--- �\ --i = 9GN G.Burkett TOP OF POND II I TOP OF POND K e'-1 1 z'flASE accR. ELEVATION VAR 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS x COMPACTED TO 95%MAX DENSITY SEE PLW VIEW ELEVATION VIEW FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. ¢ """ K.Fehringer SUBBASE-COMPACTED TO 95%MAX.DENSITY ,r 11..TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED - r,•bg1, A+1 ' March,200 PRIOR TO CONSIRUC710N. � NOTES:SUBBASE O BASE.G BE APPROVED BY THE ENGINEER R 12. THE CONTRACTOR SHALT.VERIFY DRAWINGS FOR CONFORMANCE WITH THE ARCHITECT'S PLANS PRIOR "`• E As She PRIOR i0 1 1 AGGREGATE AND ASPHALT PLACEMENT TO BOTTOM POND VARIES \ TO PROCEEDING WITH ANY PHASE OF CONSTRUCTION,ANY CONFLICTS SHALL BE VERIFIED BY CITY AND 1 I/Y tusA D BE CRUSHED GRAVEL i0 PLAN wE<v THE CONTRACTOR AND IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR x" CITY of TWIN FALLS STANDARDS s sPECRTcanons. FURTHER DIRECTION. ° 428-04Sit TM Parking Lot Section SOCtlon B-B Cleanout 13. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH FHA AND AGA RULES AND REGULATIONS nits, nits nits ( Sheet 1 , i V) o � � M M U W 00 FC 32• Z �xQO Z RW 1 NG ��N.N.G NG NG V) � Q w L.. R EC E o 1 s 30 so L \L"O 6• MAY 312W5 SCALE IN FEET W ^ EXISTING FIRE = 19+00 20+00 21+00 22+00 23+00 .INV.58.51- I GITY OF 0 rt �'yG • - - --_-___L_3pP'___ _-_-_ _ -_-_-_L-_- _ ____. BUILDINGIDE i S Located In- } O N w p. E.INV.58.64 2 ` 3"PI lY�fl n_-, �._4 EXISTING 2'SERVICE NSIRUC[ ' N W L,I p. -~`- et E College LVld(l PL6L V� EXISTING 8' 2'METER NWDICAP`• I-- CONSTRUCT'T'"l4ElL' Y%f INSTNL 8' ..G WE •N ^`� REMOVE EXISTING ACCESS N Y` EXISTING PRESSURE �, I 3 SW4 NW4 6i AiW4 SW4, Section 3 x POND 7 FIRE LINE q 4\ APPRMCH '}" IRRIGATION BLOW .� i L I 3 ^' N ,� ' To u 17 East tj oFI-VA<uE � wELslTip 10 South Range � .Op \ 'CURB CUT - .., .' p���� h �' BERM 13'- I � 85 h I � IJVLTC IvlelidTarL `� `-----------BB- -ss -------------- --B"--- ------------------- -- -- ------ - ------- ------- ------- --- - --- ---8 - Twln Falls County Idaho _ BERM I \ f _ LaI I C POND 2 OF 2'IPS 6'SIDEWALK 1 �/T/T[ BOTTOM OF POND 83.5 SCUPPER I IAAIJ J 65 >: POND 0.5 5 64 W 45' 20' 66 EXISTING FIRE , W E C 67 a 67 B INCI 55�200 ATER SERVICE 2D, 2 i I �Data. a' Z20' _ DEVELOPER 1OM DEVELOPMENT CO. ." Z z4WIDAHOITE 2000 Z BOISE,IDAHO 113702too.O'a�w .N I PHONE:(208)343-8077 ACCESSIL.1 xANDICM V i RAW a =Q I I ENGINEER: EHM ENGINEERS INC. n 2 3 g u 621 N.COLLEGE RD.,SUITE 100 TWIN FALLS,IDAHO 83301 PHONE:(208)734-4888 g \ z I ZONING,, C-1 P.U.D. 3 Bo I I EXISTING USE: VACANT - I \\ gRE,rtgroK: a7 a 36 "�' I PROPOSED USE: SENIOR HOUSING ACO681AHE POND 4 _ e -A g77 UTILMES CITY SEWER, I WATER,PRESSURE IRRIGATION,EA � 8 UNDERGROUNDPOWERGASTELEPHO 67 AREA GRAIN \mIm CABLE TELEVISION. N B N 89'41'56" W 637.18' B ' TOP 65.00 i I AREA DRAIN DEVELOPMENT AREA: 2.33 ACRES W63.00 (SEE DETAIL THIS SHEET) .00 TOP 665.E (SEE DETAIL THIS SHEET) DO WATER ONTO DRAIN STORM 11 a'x i 1 4'x3 16' 1 I NTO ADJACENT ANGLE IRON FRAME W 1/2' GRATED METAL UD x 8"ANCHORS AT EA MIDPOINT w/1'MA%SPACING 2 cp____--�� Syr ^�'--1- E7WEEN 8-- Sbom Water Calculations �M ��IN 6 6 1 l'il IItl11YIlI 12:1 IRIIIII IXII II1411N tt] 1"R. 1"BATTER LEL' O Lot 1 6' 18 6' 1/4"R. EXISTING NATURAL GAS LINE -Nc Nc- SO. -1 1/2" EXISTING OVERHEAD POWER -DI7 DH- TOTAL IMPERVIOUS AREA: 28,392 s.f.x 1.6/12 x 0.95%= 3,596 c.f. 9 N 6'OR WEEP HOLE -� 1/4"R. 0 Ati LANDSCAPE AREA: 23,808 s.f.x 1.6/12 x 0.20%= 635 c.f. w DRAIN GRATE C`' EXISTING SEWER SERVICE -� 4'- / 'Y - 1L PROPERTY BOUNDARY LANE TOTAL PREDEVELPOMENT ALLOWANCE: 51,401 s.f.x 1.6/12 x-0.35%= -2,399 c.f. INLET EUV.=6300 9 EXISTING WATER MAIN -w 8'- RETENTION REQUIRED= 1,832 c.f. -''•-: - 'L;,.,= • "`,° �c fy STREET CENTER UNE ----------- Lot Z 2 C.Y.DRNNROCK REO'D.---�AOCOO��� �.�•e'o'o,o o`D,:.>:^ a" O , EXIST'G STD.CURB,GUTTER&SIDEWALK TOTAL IMPERVIOUS AREA: 29,058 s.f.x 1.6/12 x 0.95%= 3,661 c.f. O 1--C=00 COMPACTED 3/4"OR 1 1%2" ya; 13a O PROPOSED STD.CURB,GUTTER&SIDEWALK LANDSCAPE AREA: 21,036 s.f.x 1.6/12 x 0.20%= 561 c.f. Area Drain Structure GRAVEL BASE TO BOTTOM OF PARKING SECTION A H EXISTING SEWER MANHOLE QO TOTAL PREDEVELPOMENT ALLOWANCE: 50,094 s.f.x 1.6/12 x-0.35%= -$3M c.f EXISTING FIRE HYDRANT RETENTION REQUIRED= 1,904 c.f. n' 1407ES Typ. Curb & Gutter Swam DO NOT SCALE DRAWINGS EXISTING GATE VALVE Da I. ALL CONSTRUCTION SHALL CONFORM TO THE CRY OF TWIN FALLS, THE LATEST EDITION OF THE n.t,S, CONTRACTOR SHALL VERIFY ALL TOTAL RETENTION REQUIRED= 3,736 c.f. GON0moN5 AND DIMENSIONS AT EXISTING POWER POLE $ PREFABRICATED Y"OR IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL, THE JOB SITE AND NOTIFY THE DRAINAGE ARROW Pond Capacitim I TAPPING SADDLE LOCATED STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE. ENGINEER OF ANY DIMENSIONAL IN TOP HALF OF PIPE ERRORS,OMISSIONS,OR DIS- PROPOSED AREA DRAIN STRUCTURE POND 1 1,840 c.f 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS iO PROTECT cREPANCIEs BEFORE OR PROPOSED WATER METER ® POND 2 2,B00 c.f. 4"PLASTIC SEWER SERVICE ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ PROJECT BENCH MARK-CITY OF TWIN FALLS OR FABRICATING ANY WORK. POND 3 700 c.f. LINE MIN.SLOPE PER PLAN OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH HYDRANT NO. 4046-3002/NW BOLT FIRE 45•ELBOW SITE CONSTRUCTION. HYDRANT,EIS BI..UE LAKES 800'S.LAWNDALE POND 4 600 C.f BOLT ELEVATION=3673.465 Abmvbdow POND 5 400 c.f. 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT P. PREFABRICATED Y'TOTAL RETENTION PROVIDED 6,340 af. OR TAPPING SADDLE IT IS THE CONTRACTOR'S RESPONSIBILITY i0 PROTECT OR REPLACE ANY MONUMENTS ,g = ��� ___ �y TOP OF ASPHALT OO.00TA TOP OF RE7.WALL MOODY REQUIRED DESTROYED DURING CONSTRUCTION. vicinity Sketch ` EDGE OF ASPHALT •00.0064 TOP OF CURB OO.00TC 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN WA NEW CONSTRUCTION AND EXISTING SURFACES 7O PROVIDE FOR PROPER DRAINAGE AND TOP OF SIDEWALK •OO.00TSW TOP OF CATCH BASIN •OO.0OTCB 8°DIA. SEWER LATERAL INGRESS AND EGRESS i0 SAID CONSTRUCTION. TOP OF CONCRETE •O0.007CC 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8"MAX.DEPTH.COMPACTION TESTS ARE REQUIRED ' z_ ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA.95X COMPACTION REQUIRED. N a'IT a.T Sewer Main Connection 6. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES 5-24-05 REV.PER C.O.T.F. 12" ri•LS^ AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR 5-31-05 REV.FIRE AC MIN C OUT PLUG WITH _ 18" NOT IN THE LOCATION SHOWN ON THE PUNS.THIS INCLUDES SERVICE LATERALS OF ALL KINDS. COUNTERSUNK SQUARE MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM 70 ALL APPLICABLE STANDARDS AND Section AA HEAD SPECIFICATIONS. n tr 4aole"uulmm 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR 1O iO COMMENCEMENT OF CONSTRUCTION.CALL'RGONE'PRIOR TO COMMENCING WORK. s 18"DIA.x 6"CONCRETE 1 F -- m F I I I-I i I 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING IMPROVEMENTS �J FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS 2 i/z'PLWTMU(PAVEMENT = SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. MAx = �' c - PHOVfD G.Burke 2•-3 4-BASE AGGREGATE PLA�c o�nROUND PIPE 9. LANDSCAPING&LIGHTING(BY OTHERS)SHALL BE INSTALLED PER THE LATEST EDITION OF THE COMPACTED TO 95%MAX.DENSITY \DES��D CITY OF TWIN FALLS ZONING ORDINANCES. N p1 G.Burke i0P OF POND TOP OF POND 8"-1 1 2"BASE AGGR. ELEVATION VARIE ELEVATION VARIES 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS COMPACTED TO 95Z MAX.DEN sm SEE PUN VIEW SEE PLAN VMW il- FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. M K.Fehringer sum4SE-COMPACTED To 95%MAX.DENSITY ^�. II. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED e6 °m °A1 March,2005 - W,- PRIOR TO CONSTRUCTION. NOTES:SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER 12. THE CONTRACTOR SHALL VERIFY DRAWINGS FOR CONFORMANCE WITH THE ARCHITECT'S PLANS PRIOR As Shown PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT BOTTOM POND VARIES I II _ 70 PROCEEDING WITH ANY PHASE OF CONSTRUCTION,ANY CONFLICTS SHALL BE VERIFIED BY 3 4'AND i 1 2"845E TO BE CRUSHED GRAVEL i0 SEE PLAN VIEW / / THE CONTRACTOR AND IMMEDIATELY BROUGHT i0 THE ATTENTION OF THE ENGINEER FOR 428-04Site CITY OF TWIN FALLS STANDARDS&sPEaFlcanDNs. FURTHER DIRECTION. Typ. Parldng Lot Section Section M 13. ALL CONSTRUCTION SHALL BE IN COMPLANCE WITH FHA AND ADA RULES AND REGULATIONS. I r n.ts. nxA rita ( Sheet 1 Of i C0) o ;'° E 2 0 KN 47 ti 8 z. Q a� c 13 4 4 North College Road East 5 2 6 B . S"1' .. ENTRY 6TOF •. .: .' MONUMENT :DRA1NACs.E •'...:._' -- POND .... BEAK .:•. :'•. .: ..;: . . ... . .'6.4. .. ...: .. .. -�-" ... LICENSED 6' FP + S74* .BERM HD . l. STORM - �•,: LANDSCAPE ARCH fTECT . . ..:. .. :... ..•... .• ' DRAINAGE D .:.: .. •'. . ,. . .,'' . ..'.,. ,. •.. I. ..POND; ... DRAINAGE ' j. .! POND..: PARQNG LOT __ ._- -�-' -- �'fi5'-- __.. W -•--"`"`�� 2-I ��-----"' SB BU p yy gBEp�_6T - 2 _ - FC . . - RAG GA E �L FP SG. '✓ GARAGE PARKING LOT - /� VB HD 9 j 1 5 HD (TYPICAL SYMBOL) FC owe°` j OPTIONAL EXTRUDED CURB HD DJ HD 4 7 HD DJ ' BETWEEN LAWN AND SHRUB MANICURED L V 9 r : PLANTERS(TYPICAL (TYPICAL SYMBOL)C 1BETWEEN CM OPTIONAL EXTRUDED CURB 3 1 RT SYMBOL).CONFIRM WITH / SP OUINER. HD G J 3 3 1 PLANTERS(T SHRUB (TYPICAL HD SYMBOL).CONFIRM WITH _ S GJ �N R TRASH Ij HD 1 FC 2 STORM DRAINAGE HD FC 2 2 HOUSNi _._. 2 POND y!MS FC 2 FC 1 FC MS HP 4.I�% 2 FC 2 2 _ RECEIVED AP \\\� --- y. MAY 2 6 2005 3 CITY OF TVPN FALLS 13 BUILOlNO DEPT. HD PROPERTY ///I 0 .-- \ _ PATIO .- - / GJ 2 BOUNDARY FIRST CK ACCESS /.;�, �.•.... ` _::� - �\\i. .i _�� r jy�y a• MM ffl b `'•. � � � ' ._--��. FIRE TRICK ACCESS 14 1i 7 12 7 1 1 8 8'SOLID 1 HD SP LE = G LE 10'POWER SP DN 8'SOLID VINYL FENCE DN STORM DRAINAGE FOND 1 MR EASEMENT 14 -CP 2 1 MR 1 1 HD VINYL FENCE 1 MM DN BH DN SG 1. PLANTING PLAN m5 20 255 - SCALE: V = 20'_0` usan FEET \` NOTE:WATER ALL TREES IN THOROUGHLY AT TIME OF PLANTING. �vUA 2. PLANT MATERIAL LEGEND Q TOPSOIL REMOVE ALL TWINE,BURLAP 4 WIRE u FROM TOP 1/3 OF ROOTBALL. 2'BAR, EXTRUDED CURS !l1---111--- - PLANTING MATURE • • 12" 18 510PLEX MYCORRHIZAL PLANTING MULCH -Q COMMON NAME BOTANICAL 517E BIO-PLEX ORGANICS(I2-8-8) TABLETS,5 GRAM(REFER TO V. LAWN 0) •v SYMBOL SIZE(NxW) •° PLANTING TABLETS '� - ,•;" APPLICATION RATE LEGEND) - 10-15 GRAM TABLETS PER TREE NOTE:OBTAIN AL3M Autumn Blaze Maple __ ,Ac.er x_irremam _ - - 2 cal 30'x 40 ' CONFIRM QUANTITIES WITH CONDITIONED SOIL .d APPROVAL AP IAustnan Pme -P-mus�n�gra6-T 40 x30' ems'' MANUFACTURER o ". /4' FROM ARCHITECT CHIP �Chanticleer Pear _ PI rus calle ana'Chantldeer' 12 cal. 40 x I FOR itORMATION CALL: .' IF A CHANGE IN Y �'_-.-__- ��- COMPACT BASE r-- -- --- -- - 1-800-441-35'13 N IS CKNM �Cnm5on Km Norwa Ma le (Ater Iantanoldes'Cnmson King' l2"cal. 40 x 35' ?�- , ..: THIS S �; q Y-_Y_ �.__J'-___- - -i--___...-I-_.... _I r',. :. DESI�D'G z NFP _ Ne_wport Flowenng Plum _---_-_�Prunus cerasifera'Newport'_- ?"-caL 1,5L O •� RFG ally Fbwennq Crabapple (Malus_'Roxal_�-_-- 12'cal. I S x.15'! EXISTING SOIL VI k . ... in �5131-11- 'Sunburst Honeybcust_�-_--_IGIedltsia tnacanth05 Sunburst 2'cal. 50 x 35'_I SG Sweet Gum �U udamberstyracflua-- "cal. 60'x25' _ w 1J_! m . Scotch `JGO'x 30, I �Al_ —IAmstroJun�er __—_---_ ;JunRervschmensls'Armstrongli _._ 5 al-_ 4'x4 _-_j �, ®ECIDU®U� tR�E PLANTING DETAIL 5- EXTRUDED CURB DETAIL CM Cree m Mahoma �Mahonla repens 2 al 18 X 3 (SIMILAR FOR EVERGREEN/CONIFERS) NTS �---�-�9-- r -"j--�-- v" NTS REVISIONS: CP Gstena Plum P vnus cistena i_ _ Steal_-�10 x 10� (OPTIONAL:CONFIRM WITH OLLNER) CPDJ13 �Cnmson Fgmy DwaifJapanese Barbe Berbers thunbe�n Cnmson F'y IS�aI. 2'x 3' DN Diablo Nlnebark ___-_ Thysocarpus opul,folms Monlo'i -�V5 a1�9'x�� W,DVB Dwarf Vanegated Boxwood Buxus'Vane gated Nana 2 gal i3 x 3 I 510PLEX ORGANICS MYCORRHIZAL PLANTING TABLETS C 0 EGA Emerald Green ArborVllae _ jTThyja occidentalls Emera'Id Green' =G 1 2'x 3' APPLICATION RATE LEGEND o�-.--+..--- .. ..-_......_- - -._.---__-_ _.._. SIZE OF PLANTS 5 GRAM TABLETS Z FRTP_ ;Fraser's Red Tip Photmw -_ Photima frasen ,-� i5 qal._�l 5'x 20' GM5 Gold Mound ]III ea S maea aEonlca^Gold Mound' '2 qal. i2 x3' 1 GAL. 2 IND �Ivery.tiab Dogwood - Gomus alba Bailhalo' -�, - 15cial. 4'x 5'- 2 GAL. 3 z iY -Lanese Garden Jumper Jun rus_procumbens'Nana' 11 al. 1 P x G' 5 GAL. 5 ,MR IMmnetonka Rhododendron 'Rh ododendron'Minnetonka' 5 gal. _ 13 x 4-i 2'CAL. 8 m OLEL_ 'Otto Luyken Engh5h laurel ��.�P�r[rnus laurocerasus'Otto Luyken' 15 qaL '3N x 5' b'-1'HGT. 8 PFCR Pink Flower Car et Rose (Rosa x noatraum --__ pink ots 2'x 3' FOR FURTHER INFORMATION CALL: I-SOO-441-3513 RFCR Power Ca pet Pose (Rosa x Hoare mk ots 2'x 3' SB 5unsatlon Barbed _ bens thunbern'Monry' - 5 jai. 5'x 5' STARTER FERTILIZER 'FERTILOME'OR EQUAL, SBU _Smoke Bush'---'--" Cotmus cogclYgr�a 5 al. 15'x 12' TOPSOIL PER MANUFACTURERS RECOMMENDATIONS. SKE __Silver IGng Euonymus _Euonymus 1aaoonica'51Ner King_ 5 jai. 16'x 3' 510-PLEX ORGANICS BAR(MULCH-THIN BAR,MULCH TO 1/2' 5 -'1"-"' (12-8-8)PLANTING TABLETS ISMMP ISlowmound Muqo Pme _ Pmus mugo'sbwmound' 5 al. 3'x 5' THICK UNDER FOLIAGE _ ----I--�1- 4- 1 GAL-30 GRAMS V13E Vanegated Box-leaf Euonymus--�IEuonymus lapon"'MicrohbVa e�atus'_�5 ga 1,1 2"x 18" 2 GAL-45 GRAMS BIOPLEX OFd iANICS MYCORRHIZAL PLANTING ''--- 5 GAL-60 GRAMS TABLETS(REFER TO APPLICATION RATE LEGEND) Cal.=Carr Gal.=Gallon-------��-- - -..--__---I REMOVE ALL TU11NE 8.. PLANTING HOLE-BACKFILL AND SETTLE SWEET TITLE AND BURLAP FROM TOPSOIL THOROUGHLY LAND APE TOP 1/3 OF ROOTBALL PLANTII PLAN EXISTING SOIL NOTE: -ALL CONTAINERS PLANTS SHALL HAVE THEIR COMPACTED • ROOT MASS LOOSENED SLIGHTLY To ENCOURAGE DRA BASE ROOTS TO EXPAND AND FEED IN SURROUNDING S SOIL MORE QUICKLY. EXTENT OF LOOSENING PER Submittal/Description: Date: DA CONTRACTOR DIRECTION. NOTE:WATER ALL SHRUBS IN -CONTRACTOR SHALL NSURE THAT NO DOSAGE ooGidedto Whomas Development �24� CNE THOROUGHLY AT TIME OF PLANTING. OF FERTILIZER,OR COMBNATIONE,OF FERTILIZER ARE HAFML TO THE PLANT MATERIAL. JOB NO. 4. SHRUB PLANTING DETAIL 407G - SHEET NITS M 24 U W W FC N Z O 32' _ 11x�� Rw - Z o I Q \3Pj NG NG NG NG Q CD 0 15 30 60 z I I ^� V) M B" W- 8" SCALE IN FEET EXISTING FIRE `'�_� 19+00 20+00 21+00 22+00 23+00 Q 2� o� ,L _ .INv. ---------.I --_-_-_ J-___- -_-_E-_- -__ �•. N1�G E.INV.58.64 _-___-_-_ 3"PI �T��{ 3"PI I `I' - W 1`ordi �11pp Road ,' EXISTING METER SERVICE D sLL N J'� O' A 'b�` N INSTALL 8° EXISTING 6' .� /2•EIT E EXISTING 3 •�JA CONSTRUCT^!�V N E LINE •N 'L ACCESS N N 3 EXISTING PRESSURE rL SW4 NW4 6t AiW4 SW4, $BCUoa 3 > x •� N 5' APPROAC N'Z FIRE TINE DI '�C N' APPROACH "5' ORRIGAiI BLOW TIT t 3 ^lU �� ty c n l Fast LL POND 3 "-_�._ Y • .,.._..a TO .O 8'CURB CUT . .. cc 66 n In Q OD C _ 66 BERM B pp�������� '/`�-�J�'�}�-�- VI 00 O t 65 h A1A7L 1YlC[l(11)JZII � O M fiq 3 �4 64 BERM TWIII��l ILiB110 *;-�^x�..:•� W PaND T -CONNECT 4" In y E 5POND 2 .' 6 BOTTOM OF LINE TO CUT `I _ W E BOTTOM Of -TA At 7G TLC POND fi3.5 SCUPPER �V ONO 63.5 �66, °� 30 TA GG rj 65 .«. W ��® ( a 4' 20' 66 EXlsn is W p \TA 66.10 67 B I Z H�N..N INSTALL ATER SERVICE 20' B7 a Cuss 200 20' 25' I C FF Ffi iA 25' DEVELOPER: THOMAS DEVELOPMENT CO. 413 W.IDAHO,SUITE rn ! t Tsw 66 s I BO SE,IDAHO 83702 200 Z N O W 0dw • PHONE:(208)343-8877 W m HANDICAP A ; ^� ENGINEER: EHM ENGINEERS INC. ACCESSIBLE k n(/,. I A. h I O0 RAMP y/�,G]'1 A,q('T , ' M 'U"1-✓•N I ' ``T` 5rp' 621 N.COLLEGE RD.,SUITE 100 N \Tn es.tn `' I TWIN FALLS,IDAHO 83301 EE-AZM I PHONE:(208)734-4888 0 0� o Z 6 z ICI' ZONING: C-1 P.U.D. 3 �� I I EXISTING USE: VACANT LAJ PROPOSED USE: SENIOR HOUSING 67 8 ACCESS LANE� POND 4 B6 A 66.50/ A 67 fIRE g E 66 �_ ssPON (e`R'11� CEs I UTILITIES. UNDERGROUND POWER GAS, � TELEPHONE WATER,CITY PRESSURE R, 67 �A �.-.- _.-. s7 AND CABLE TELEVISION. AREA DRAIN s N 89'41 " IN 637.18' B TOP 65.00 AREA ORAN I DEVELOPMENT AREA• 2.33 ACRES INVT 63.00 i (SEE DUAL THIS SHEET) TOP 65.00 INVT 63.0 DO NOT DRAIN STORM (SEE IS SKEET) I HATER ONTO ADJACENT LOTS 11 4'x 1 1 4' i ANGI£IRON 1/2' GRART)METAL LID'- I 2 MIDPOINTMAX.SPACING ieQrad T,p,12n Storm Ca4adaflons L q s.00 aws I I mmllNnouwo a ''-e �q++ u I"R. 1"BATTER q LOX 1 6' n 18" 6' 1/4"R. EXISTING NATURAL GAS LINE -Nc Nc- 50. -1 1/2' EXISTING OVERHEAD POWER -ON aH- LANDS IMPERVIOUS AREA: 23,808 s.f.x 1.6/12 x 0.20%= 3,635 c.f. /4"R. O b ~ 6'DLL WEEP LANDSCAPE AREA: 23,808 s.f.x 1.6/12 x 0.20%- 635 c.f. W/j1RAlq GRATE �Ty EXISTING SEWER SERVICE q 'L� NATAL PREDEVELPOMEM ALLOWANCE: 51,401 s.f.x 1.6112 x-0.35%_ -2,399 C. INLET ELEV.=Q3.00 PROPERTY BOUNDARY LINE � EXISTING WATER MAIN -w 8'- RETENTION REQUIRED STREET CENTER LINE ----------- Lot Z 2 cr. OCK REQ'D. °' "o°"v o°,°•°, o' �L '\ y EXSSING STD.CURB,GUTTER&SIDEWALK TOTAL IMPERVIOUS AREA: 29,058 s.f.x 1.6/12 x 0.95% 3,661 c.f. COMPACTED 3/4"OR 1 1/2" 49 W C PROPOSED STD.CURB,GUTTER&SIDEWALK LANDSCAPE AREA: 21,036 s.f.x Structure 12 x 0. 561 c.f.1.6/ GRAVEL BASE TO BOTTOM OF PARKING SECTION ^r Area nin EXISTING SEWER MANHOLE QO TOTAL PREDEVELPOMENT ALLOWANCE: 50,094 s.f.x 1.6112 x = -2,338 c.f. f;. Tyg Curb & Gutter Section n is EXISTING FIRE HYDRANT U� RETENTION RE = 1,904 c.f. 7 DO NOT SCALE DRAWING EXISTING GATE VALVE D4 1. ALL CONS i1ON SHALL CONFORM TO THE CITY OF TWIN FALLS,THE LATEST EDITION OF THE CONTRACTOR SHALL VERIFY EXISTING POWER POLE -�- TOTAL ON REQUIRED= 3,736 c.f. PREF ICATED Y"OR IlL1Fi0 S.FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL, CONDITIONS AND DIMENSIONS TAPPIN SADDLE LOCATED STA AND FEDERAL AGENCIES WHICH ARE APPLICABLE THE aEE SITE AND NOTIFY IT DRAINAGE ARROW �- P0� ENGINEER OF ANY DIMENSION IN TOP ALF OF PIPE ERRORS,OMISSIONS,OR PROPOSED AREA DRAIN STRUCTURE POND 1 1,840 c.f. 2. rYHE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS i0 PROTECT CREPANCIES BEFORE BEGIN PROPOSED WATER METER 0 POND 2 Z800 C.f. 4^ Ic sEWE .''SERVICE ADJACEPIT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ PROJECT BENCH MARK-CfIY OF TWIN FALLS OR FABRICATING ANY WORK. LINE IN.SLOPE ER PLAN OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH HYDRANT N0 BLUE A /NW BOLT FIRE POND 3 TOO C.f. HYDRANT,E/S BLUE LAKES 800'S.LAWNDALE POND 4 600 c.f. 45'EL BO SITE CONSTRUCTION. BOLT ELEVATION=3673.465 A6teviatlmr POND 5 400 c.f. Tr 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT P = 6,340 c. PREFABRICATED ADDLE BRCA S IT IS THE CONTRACTOR'S RESPONSIBILFFY TO PROTECT OR REPLACE ANY MONUMENTS TOTAL RETENTION PROVIDED f. R DESTROYED DURING CONSTRUCTION. t TOP OF ASPHALT •OOOOTA TOP OF RET.WALL •OOAOPW REQUIRED �kc 1j�ty EDGE OF ASPHALT •OO.00EA TOP OF CURB OO.00TC 4. C TOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN Dd8 A NEW UCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND TOP OF SIDEWALK OO.00TSW TOP OF CATCH BASIN OO.00TCB T • 8"DID• R LATERAL INGRESS RESS 70 SAID CONSTRUCTION. TOP OF CONCRETE OO.00TCC 5. SUBGRADE FILL S IN LIFTS OF 8"MAX.DEPTH.COMPACTION TESTS ARE REQUIRED u I ON EACH LIFT ON 25' THROUGHOUT THE FILL AREA. 95%COMPACTION REQUIRED. z_ 4'1 4.A Sewer Main CDnnwdon 6. EXISTING UTILITIES ARE LOCATED E PLANS FOR THE CONVENIENCE OF THE CONTRACTOR 5-24-05 REV.PER C.O.TF. 12" ONLY THE CONTRACTOR SHALL BEAR RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NA RESPONSI OR UTILITIES NOT SHOWN ON THE PLANS OR MIN CLEANOUT PLUG WITH 18" NOT IN THE LOCATION SHOWN ON THE PLANS. CLUDES SERVICE LATERALS OF ALL KINDS. RECEIVE COUNTERSUNK SQUARE MODIFICATIONS OF EXISTING UTILITIES SHALL CO TO ALL APPLICABLE STANDARDS AND Section AA HEAD SPECIFICATIONS. MAY 2 4 2005 n 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST WORKING DAYS PRIOR = _ role UNE rm[ `D TO COMMENCEMENT OF CONSTRUCTION. CALL 'DIGLINE'PRIOR TO NCING WORK. Ix CIBUILDING TY OF IDEPT.FALLS III-I i I OK 1CID B"DID. x 6"CONCRETE 8. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTI OVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S DONS 2 1/2'P fl%PAVEMENT SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CON uwN �m G. Burke 2" 4"BASE AGGREGATE PLACED AROUND PIPE ,. 9. LANDSCAPING&LIGHTING(BY OTHERS)SHALL BE INSTALLED PER THE LATEST EDITION OF THE ACTED TO 95%MAX.DENSITY VARIES P�POND CITY OF TWIN FALLS ZONING ORDINANCES. _ Te 0f1A1 G.Burkett i0P OF POND TOP OF POND '-t t z'BASE AGGR. ELEVp110N w1Rl EIEYanON VARIES 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVWTIONS FROM THESE PIONS.REQUESTS ¢!s COMPACTED TO 951 MAX.DENSITY SEE PLAN VIEW SEE PLAN VIEW FOR DEVIATIONS SHALL BE SUBMITTED W WRITING TO THE ENGINEER. ` K.Fehringer su COMPACTED TO B57 MAX.DENSITY _ r 11. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED = March,2005 A\N PRIOR TO CONSTRUCTION. 5 NOTES:SUBBASE O 84SE.G E APPROVED BY THE ENGINEER h 12. THE CONTRACTOR SHALL VERIFY DRAWINGS FOR CONFORMANCE WITH THE ARCHITECTS PLANS PRIOR L As Shown PRIOR To ILASE AGGREGATE AND ASPHALT PLACEMENT BOTTOM POND uaRlEs _ TO PROCEEDING WITH ANY PHASE OF CONSTRUCTION,ANY CONFLICTS SHALL BE VERIFIED BY 3/4'AND 1 1/2'BASE TO BE CRUSHED GRAVEL.TO SEE PLAN Wes' THE CONTRACTOR AND IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR NG Cm of TWIN FALLS STANDARDS&SPECIFICATIONS FURTHER DIRECTION. ,, 5 428-04Site2 TyA Parking Lot Section Secdon B-B Cleanout 13. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH FHA AND ADA RULES AND REGULATIONS. nis nis nt& ( 1 PROJECT INFORMATION INDEX OF DRAWINGS DEVON APARTmENTS STREET ADDRESS SUILDINCs INFORMATION AI.I - SITE PLAN SENIC)"111111L. \ TBD.NORTH COLLEGE ROAD OCCUPANCY GROUP: /2 41.2 - LANDSCAPE PLAN TWIN FALLS,IDAHO TYPE OF CONSTRUCTION: SPRINKLED: YE,PERNFPA-13R AI.3 - SITE DETAILS IDAHO OWNER / DEVELOPER -'s of sioRIE5: (2 1 A2.I - FOUNDATION PLAN(LEFT WING) $(RIGHT WING) TWIN FALLS BUILDING HEIBUIL 31' (MAX) DEVON LIMITED PARTNERSHIP ALLOWABLE BUILDING AREA lR-2) A2.2 - FOUNDATION PLAN(COMM.WING) 413 W.IDAHO, SUITE 200 PER 2003 I.B.C.TABLE 503 12p00 Sr. BOISE,IDAHO 83102 z2 MULTISTORY I.B.C.SEC.506.4 24000 5F. 42.3 - FOUNDATION DETAILS X2 SPRINKLED IBC.SEC.506.4 48000 Sr.TOTAL DEVON PERMITS REQUIRED FLOOR AREA'LEPT WING': '618 SF. y A3.1 - IST FLOOR PLAN(LEFT WING)$ (RIGHT WING) FLOOR AREA'RIGHT WING': 1,61E 5F. N Z/Y BUILDING PERMIT ALLOWABLE BUILDING AREA fBJ 43.2 - 2ND FLOOR PLAN (LEFT WING)$ (RIGHT WING) LEED PER 2003 IBC.TABLE C.5 3600 SF. A33 - 1S7 FLOOR PLAN(COMM.WING) RECEIvED �z2 MULTISPRINKLED IBC.SEC.06.4 36000 S.F. 10'A3.A - 2ND FLOOR PLAN(COMM.WING) PAY 1 1 2005 �x2 SPRINKLED IBC.SEC.506.4 12p006.TOTAL e� FLOOR AREA'COMM.WING': 442 sF. ` A3.5 - ENLARGED TYP.UNIT PLANS ARTNERSHIl' 413 W. IDAHO ST. , SUITE 200, BOISE, IDAHO 83702 �- � 's�� �o N' °` DI5 LLDLNGIDEPyLS ti .44.1 - EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATIONS ABBREVIATIONS GENERAL NOTES .44.3 - EXTERIOR ELEVATIONS A5.1 ROOF FRAMING PLAN(LEFT WING) $(RIGHT WING) A5.2 ROOF FRAMING PLAN(COMM.WING) AFF - ABOVE FINISHED FLOOR MFR - MANUFACTURER THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 45.3 - STRUCTURAL DETAILS - AC - ACOUSTICAL MAS - MASONRY FIELD MEASUREMENTS PRIOR TO ORDERING MATERIALS!PRE- ACT - ACOUSTICAL CEILING TILE MAX - MAXIMUM :45.4 - STRUCTURAL DETAILS ADJ - ADJACENT MECH - MECHANICAL FABRICATING ITEMS. ANY NECESSARY ADJUSTMENTS IN FIELD A/C - AIR CONDITIONING MTL - METAL MEASUREMENTS AND/OR BETWEEN FIELD MEASUREMENTS AND 46.1 - SCHEDULES $ DETAILS ALT - ALTERNATVE MM - MILLIMETER DRAWINGS SHALL BE MADE IN ACCORDANCE WITH THE DECISION AL - ALUMINUM MIN - MINUMUM of THE ARCHITECT. At,l - INTERIOR ELEVATIONS $ DETAILS APPD - APPROVED NAT - NATURAL CONTRACTOR SHALL PROVIDE BACKINGBLOCKING AS REQUIRED 412 - INTERIOR ELEVATIONS $ DETAILS ARCH - ARCEMrNWITIE T(IJRAU NR - NOISE REDUCTION FOR ALL WALL MOUNTED EQUIPMENT,FURNISHINGS,ETC. A� - INTERIOR ELEVATIONS $ DETAILS ARC - BASEMENT NOM - NOMINAL BRG - BEARING NO - NUMBER CONTRACTOR IS TO SUPPLY AND INSTALL A 4'-0"z B'-0" E D - BLOCKING NT - NOT T CONTRACT BUILDING CONSTRUCTION SIGN WHICH STATES THE FOLLOWING: A8.1 - STAIR PLANS $ SECTIONS BL - BOARD OC: - NOTE SCALE - GENERAL CONTRACTOR OWNER/DEVELOPER BLDG - BUILDING OC - ON CENTER Ag.l - WALL SECTIONS CLG - CEILING OPG - OPENING ADDRESS t PHONE ADDRESS a PHONE AgZ - WALL SECTIONS CT - CERAMIC TILE OD - OUTSIDE DIAMETER ARCHITECT DEVELOPMENT NAME CLR - CLEAR OH - OVERHANG ADDRESS t PHONE t ADDRESS COL COLUMN PNL PANEL ,q93 - BUILDING SECTION SPRINGER GROUP, P C CONIC - CONCRETE PBD - PARTICLE BOARD ALL PARTITION DIMENSIONS ARE TO FACE OF FRAMING OR TO CENTER- Ag,d - .SECTIONS $DETAILS . CMU - CONCRETE MASONRY UNIT PVMT - PAVEMENT LINE OF PARTITIONS,STRUCTURAL COLUMNS,AND BEAMS UNO. 4 CONST - CONSTRUCTION PLF - PER LINEAR FOOT AI0.1 - IST FLOOR PLUMBING PLAN ARCHITECTS LAND USE PLANNERS DTL DETAIL FL PLATE ALL COMBUSTIBLE MATERIALS TO BE A MINIMUM OF V CLEAR AI0.2 2ND FLOOR PLUMBING PLAN yh DWG - DRAWING PLWD - PLYWOOD OF ALL HEAT TRANSFERRING VENT STACKS. !� EA F - EACH PVG - POLYVINYL CHLORIDE \ AI0.3 $2ND FLOOR COMMUNITY PLUMBING PLANS 201 SOUTH WALLACE AVENUE EF EACH FACE PSF POUND PER SQ.FOOT \ATTIC VENTILATION:THE NET FREE VENTILATING AREA SHALL ELEC - ELECTRIC(AL) PSI - POUND PER SQ.INCH BE NOT LESS THAN 1,150 OF THE AREA OF THE SPACE A10A - ENLARGED UNIT PLUMBING PLANS BOZEMAN, MONTANA 59715 Ea EQUAL RAD RADIUS VENTILATED,EXCEPT THAT THE AREA MAY BE 1/300, PH: 406-585 2400 EXG EXISTING REF REFERENCE PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED AI0.5 - ENLARGED COMM.PLUMBING PLAN FAX: 406-585 7446 - EXP - EXPOSED RE - REINFORCING VENTILATING AREA IS PROVIDED BY VENTILATOR LOCATED EXT - EXTERIOR RFG - ROOFING IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED A10.6 - ENLARGED COMM.PLUMBING PLAN WEB: SPRINGERGROURNET FC FIRE CODE RO ROUGH OPENING AT LEAST 3 FEET ABOVE EAVES OR CORNICE VENTS WITH All.l - IST FLOOR ELEC./HVAC PLANS FP - FINISH FLOOR SIM - SIMILAR THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY FIN - FINSHIED) SC - SOLID CORE EAVES OR CORNICE VENTS. RAFTERS SPACES ENCLOSED AIL2 - 2ND FLOOR ELEC./HVAC PLANS FP - FIREPROOF SPK - SPEAKER BY CEILINGS DIRECTLY APPLIED TO UNDERSIDE OF RAFTERS FLR - FLOOR SPEC - SPECIFICATION SHALL BE SIZED TO ALLOW A MINIMUM I"CLEAR VENTED �411.3 - IST $2ND FLOOR COMMUNITY ELECTRICAL PLANS FTG - FOOTING SQ - SQUARE AIR 51-ACE ABOVE THE INSULATION. FBO - FURNISHED BY OTHERS STR - STRUCTURE(AL) AIIA - ENLARGED UNIT ELECTRICAL PLANS GA - GAGE,GAUGE SYS - SYSTEM APPROVED FLASHING TO BE INSTALLED AT ALL CHIMNEYS, GC - GENERAL CONTRACTOR THK - THICKNESS) WALL-TO-ROOF INTERSECTIONS,AROUND ALL ROOF PENETRATIONS, AILS - ENLARGED UNIT HVAC PLANS GYP BD- GYPSUM BOARD T,IG - TONGUE AND GROOVE CONCRETE DECKS,LANDINGS,AND ABOVE ALL EXTERIOR All.6 - ENLARGED COMM.HVAC PLAN HVAC - HEATING/VENT./AIR COND. TYP - TYPICAL DOOR AND WINDOW OPENINGS. HC - HOLLOW CORE UBC - UNIFORM BUILDING CODE All.'I - ENLARGED COMM.HVAC PLAN HM - HOLLOW METAL VCT - VINYL COMPOSITION TILE EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, HR - HOUR VB - VINYL BASE OPENINGS BETWEEN WALLS AND FOUNDATIONS,BETWEEN 411.8 - MECHANICAL DETAILS INC L - INCLUDE(ING) WC - WATER CLOSET WALLS AND ROOF AND BETWEEN WALLS AND PANELS, }� INSUL - INSULATE(ION) WP - WATERPROOFING) OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH (I( 412.1 - 6-BAY STORAGE BUILDING PLAN INT - NTERIOR U1WF - WELDED WIRE FABRIC WALLS,FLOOR,AND ROOFS,AND ALL OTHER SUCH OPENINGS JT - JOINT W - WIDE,WIDTH INT THE BUILDING ENVELOPE,INCLUDING ACCESS PANELS /� 4122 - 6-BAY STORAGE BUILDING PLAN LAM - LAMINATE W/ - WITH INTO UNHEATED SPACES SHALL BE SEALED,CAULKED, I I AI2.3 - 6-BAY STORAGE BUILDING DETAILS LL - LIVE LOAD WO - WITHOUT GASKETED,OR WEATNERSTRIPPED TO LIMIT AIR LEAKAGE.ALL EXTERIOR DOORS,OTHER THAN FIRE-RATED DOORS, VD SHALL BE DESIGNED i0 LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN CLOSED POSITION. r }T PROVIDE GYPSUM WALLBOARD OF TYPE AND THICKNESS I J SYMBOLS ICATED ON DRAWINGS. GW MATERIALS SHALL MEET ALLYPS RE UIREEMARD�OF AN51 ADO.A 91-I FOR THE"APPLICATION AND FINISHING OF WALLBOARD" JOINT COMPOUND SYSTEM MIXED,APPLIED AND FINISHED IN COMPLIANCE WITH MANUFACTURERS PRINTED DIRECTIONS. TO BE INVISIBLE AFTER FINISHED,INCLUDING ALL METAL CORNER BEADS AND TRIM. EARTH ROUGH WOOD COVER SURFACES BEHIND SHINGLES AND WHERE INDICATED ON DRAWINGS WITH ASPHALT SATURATED NON-PERFORATED, FELT WITHOUT WRINKLES OR BUCKLES. LAP HORIZONTAL JOINTS 3",6"AT VERTICAL JOINTS,AND CARRY INTO OPG'S. GRAVEL ® FINISH WOOD I NOTE: 1. IT 15 THE INTENT OF ALL PLANS AND SPECIFICATIONS FOR THIS WORK IS TO INDICATE CONSTRUCTIONS CONFORMING TO ALL CODES CURRENTLY CONCRETE ACOUSTIC TILE ADOPTED BY THE CITY OF TWIN FALLS,INCLUDING: • 2003 IBC,UPC,IMC,IFC,IFGC AND IECC Thomas 2002 NEC •2003 IBC CHAPTER 11,ACCESSIBILITY ® MASONRY � BATT INSULATION DEVELOPMENT CO. DESIGN VALUES z REAL ESTATE DEVELOPMENT AND CONSTRUCTION METAL RIGID INSULATION NNE- MINIMUM DESIGN VALUES ALL CONSTRICTION MUST COMPLY WITH THE'FEDERAL REGISTER,PART VI OF THE FN- DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT z SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- SEISMIC CRITERIA: DESIGN CATEGORY'C',BITE CLA55'D' 413 W. IDAHO, SUITE 200 FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE �WIND SPEED: 90 MPH, 3 SEC.GUST VELOCITY DEVELOPMENT MUST ALSO MEET THE REHABILITATICN ACT OF 1913 AS AMENDED AS GROUND SNOW LOAD: IS-PSF. BOISE, IDAHO 83702 IMPLEMENTED BY THE'UNIFOW FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND ROOF SNOW LOAD: PER IBC.,25-PSF. (208) 343-8877 - IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE FROST DEPTH: 24 INCHES FAX: (208) 343-8900 C- OF ACCESSIBILITY SHALL BE COMPLIED WITH. -PRESUMED SOIL BEARING: 1,500-PSF. 5-2-05 Q. E-MAIL: tdc@micron.net _ O_ NOTICE: �pgSSlp Z THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS Q ( DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN APPROVAL OF T14CM46 DEVELOPMENT CO.THE REPRODUCTION OR USE OF THESE PLANS 15 UNAUTHORIZED AND YOU WILL BE PURSUED TO THE FULLEST EXTENT OF THE LAW. / 'Q srgTF OF J � \�i ma q} �2 2 KN V C a 4 North College Road East - B 5 2 6 B KN FC STORM 'DRAINAGE . . MONUMENT POND - '. 66' - 66 - - �68- LICENSE LANDSCAPE u DE FP /i _ STORM - ---- DRAINAGE toa • ... .'.\ STORi"f ARACRHRECT DRAINAGE PARKING LOT .1 .. .D 3 1 2 -- � SG -- q.y�•2av� GARAGE V MM 2 GARAGE PARKING LOT .. 5 VB DJ HDMANICURED LAILN HD 1 1 5 HD CTYPICAL SYMBOL) FC ��w. �•,. OPTIONAL EXTRUDED CURB DJ HD Y 4 -- BETWEEN LAWN AND SHRUB V Y ' PLANTERS(TYPICAL MANICURED SYMBOL) CM 4 V 9 1-. SYMBOL).CONFIRM WITH !TYPICAL SYMBOU 1 CM OPTIONAL EXTRUDED CURB 3 1 RT 'SP OWNER HD G 3 3 1 BETWEEN LAWN AND SHRUB AP DJ DJ PLANTER5(TYPICAL - 5 HD SYMBOL).CONFIRM W _ �qW7�I/l p 1 GJ OWNER 5 HD I, 1 FC 2 STOW DRAINAGETRASH / 6 \\•\ 7//�.: HD FC MS C 2 SENIOR 2 2 POND 2 MS FC 1 11111I// II RECEIVED 3 �j 2 2 2 MS HOUSING 2 FC 2 1 FC �/ G!_ MAY 2 6 2�J CITY OF TVIIN FALLS BHBUILpINO DEPT. 13 FP HD PROPERTY )// W // _ PATIO _ _.a f �r �c t, �� 2 GJ FIR£�K ACCESS BOUNDARY HIM - FIRE TRUCK ACCESS 14 O 1 HD 1 y G 1 I 1 g 8'SOLID DN STORM DRAINAGE POND SP LE MR LE E POWER SP 14 DN V SOLID 1 AJ VINYL FENCE 1 MR 1 1 EASEMENT HD VINYL FENCE CP 1 MM DN DN SG J� T— 1. PLANTING PLAN 0 5 10 15 20 25 50 — SCALE: 1' = 20'-0' ma,u FEET m f, /lz'ma/ P, NOTE:WA ALL TREES I OROUGHLY AT OF PLANTI �_' Q) 2. PLANT MATERIAL LECxEND ~!� !F �7 W Q o TOP ,L !i ✓'. REMOVE ALL TWINE,BURLAP a WIRE � S ', FROM TOP 1/3 OF ROOTBALL. BAW EXTRUDED CURB BIOPLEX MY HI A PLANTING ULCH N ✓CVU/I �gLID BIO P ORGANICS, �ET5 12 ,, GORR Z L 7 3• LAILN +�— F,. 0 10-15 M TABLETS PE . TABLETS,5 GRAM!REFER TO •• PLANTING TA LETS - r �' APPLICATION RATE LEGEND) •Q TREE 'ABM Autumn BlazeM e Acerx freemann "al. 30 x 40 i" AOTE:O RAIN f r', �MIFIRM QUANTITIES WITH--� i •� CONDITIONED SOIL d IAF Austnan Pine Pmus mgra (Z-14 40'x 30 6 MANUFAGtURER 3 /4� FROM ARCHITECT CI1P Chanticleer P Pyrus alleryana Chanticleer' 2'cal. 40'x 15' , 1800 4 CALL: 'Q- _ •;D IF A GRANGE IN q.._.Norway p p q� - -3513 O COMPACT BASE FbR INFORMATION! n. THIS DESIGN IS Y Y q PP Y if_ DESIRED Z ~ IRFC�CKNM :Ro alt Flolw nn CPabaa Ile Maeluss'Royalty(eras'enmso 2 al. 15 x 151 Z I :`' EXISTI O — — Newportq 5Bt,L 5wee Gum- locust Uquidam tna yracflua5unbu sf 21 cal. 60'x 25' W ) Y05 15P Scotch Fine Pmu estns 6 7 GO'x 30' 4 z 4�r q -p -. -, p -�- .q '.. ;.. �. EXTRUDEDCi1.11 DETAIL �AJ Armstron Jum er m eras chmensis Annstron n 5 al. 4 x 4' nroi 3. DECIDUOUS TREE PLANTING DETAIL �w Creeping Mahonia Mahoma repens 2 gal. 18 X 3' NTS r:'•' - ---- (SIMILAR FOR EVERGREEN/CONIFERS) CP Cistena Plum Prunus ostena 5 qal. 0 x I O' NTS REVISIONS: (OPTIONAL,rO�IRM WITH OWNER) CPDJB Cnmson Pygmy Dwarf Japane arbe nY Berbe ns thunbergu Cnmson Pygmy 5 gal. 2'x 3 DN Diablo Nmebark Physoarpus opulifoiius Monlo' 5 qal. 9 x 9_ 0�4q DVB Dwarf Vanegated Box d Buxus'Vanegated'Nana 2, al. 3 x 3' BIOPLEX ORGANICS MYCORRHIZAL PLANTING TABLETS EGA Emerald Green Arb ae Thula occidentahs'Emerald Green 5 G' 1 2 x 3' 'w�un APPLICATION RATE LEGEND o r Fraser's Red Tiodnia Phobn�a kasen 5 qal. 15 x 20 SIZE OF PLANTS 5 GRAM TABLETS Z .. - D GM5 Gold Mound raea 5piraea Japonica'Gold Mound' ,2 qal _ _2 x 3' GAL 2 0 ltiD Ivory Ha ogwood Comas albs Bailhalo 5 gal. 4 x 5' 2 GAL. 3 ;Y p JGJ_ Japa Garden Juniper Jumpervsprocumbens'Nan,a qaL x 6 IuKOIRAI 5 GAL. 5 MR. ; M tonka Rhododendron Rhododendron Minnetonka' 5 gal. 3 x 4 2'CAL. 8 m OLEL to Luyken English Laurel. Prunus laurocerasus Otto Luyken 5 gal. 3 x 5 6'-�'HGT. 8 s ,PFC Pink Flower Carpet Rose Rosa x noatraum_. pink pots ,2 x 3 _ J / -- 1—- -1 -- ----- - FOR FURTHER INFORMATION GALL: 1-800-441-3513 ' - _ 'RF .Red Flower Ca et Rose Rosa x noare ink ots l2 x 3' Sunsabon Barberry Berbens thunbergq Monry 5 qal. _ 5 x 5 - - __ TOPSOIL STARTER FERTILIZER: 'FERTILOEE'OR EQUAL, - SBU Smoke Bush Cotnus cog_gygna _ 5 gal. 15 x 12 PER MANUFACTURERS RECOMMENDATIONS. '535 S h'Vc. s/- SKE silver King Euonymus Euonymus japonica Silver King' 5 gal. +6 x 3 �! BIO-PLEX ORGANICS ��. -- - BARK MULCH THIN BARK MULCH TO 1/2' y �G 15MMP 5lowmound Mugo Pme Pmus mug_o'sbwmound S gal,_ _ 3 x 5' p111 (12-8-8)PLANTING TABLETS z r: --- ------ ------ I GAL-30 GRAMS THICK UNDER FOLIAGE U &j g d �(BE Variegated Box leaf Euonymus Euonymus,Iapomca Microphylla Vanegate5' S ga L_ 12'x 18".; 2 GAL-45 GRAMS BIOPLEX ORSANICS MYCORRHIZ ANTINCs - - - - 5 GAL-60 GRAMS TABLETS(REFER TO APPLIGATI TE LEGEND) ,.... _ _ -_. -- NEE E ,Cal. Caliper Gal.-Gallon __ __ _ _ ___ REMOVE ALL TWINE PLANTING HOLE-BACKFIL SETTLE - __. -_ y5 8 '•, :ti TOPSOIL THOROUGHL SWEET LANDS PE AND BURLAP FROM '' TOP 1/3 OF ROOTBALL EXISTING SOIL NOTE: PLANTIN LAN -ALL CONTAINERS PLANTS SHALL HAVE THEIR /! COMPACTED ROOT MASS LOOSENED SLIGHTLY TO ENCOURAGE 1 g DR'�` BASE ROOTS TO EXPAND AND FEED IN SURROUNDING 4 5PD SOIL MORE QUICKLY. EXTENT OF LOOSENING PER Submittal/Deeoription: Date: DATE: CONTRACTOR DIRECTION. NOTE:WATER ALL SHRUBS IN -CONTRACTOR SHALL INSURE THAT NO DOSAGE Provided to Thomas Development 052405 THOROUGHLY AT TIME OF PLANTING" OF FERTILIZER,OR COMBINATIONS OF FERTILIZER, for Clt review. CHECKED: ARE HARMFUL TO THE PLANT MATERIAL. JOB NO 4. SHRUB PLANTING DETAIL 04011G SHE NTS APPENDIX D 2. Gates shall be of the swinging or sliding type. 62,000 square feet(5760 m2)shall be provided with two sepa- 3. Construction of gates shall be of materials that allow rate and approved fire apparatus access roads. manual operation b person. Exception: Projects having a gross building area of up to p y one p 124,000 square feet(11 520 m2)that have a single approved 4. Gate components shall be maintained in an operative fire a aratus access road when all buildings are equipped condition at all times and replaced or repaired when de- throughout with approved automatic sprinkler systems. fective. 5. Electric gates shall be equipped with a means of opening D104.3 Remoteness. Where two access roads are required, the gate by fire department personnel for emergency ac- they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension cess. Emergency opening devices shall be approved by of the property orarea to be served,measured in a straight line the fire code official. between accesses. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools. SECTION D105 7. Locking device specifications shall be submitted for ap- AERIAL FIRE APPARATUS ACCESS ROADS proval by the fire code official. D105.1 Where required.Buildings or portions of buildings or D103.6 Signs.Where required by the fire code official,fire ap- facilities exceeding 30 feet(9144 mm)in height above the low- paratus access roads shall be marked with permanent NO est level of fire department vehicle access shall be provided PARKING—FIRE LANE signs complying with Figure with approved fire apparatus access roads capable of accom- D103.6. Signs shall have a minimum dimension of 12 inches modating fire department aerial apparatus. Overhead utility (305 mm)wide by 18 inches(457 mm)high and have red letters and power lines shall not be located within the aerial fire appa- on a white reflective background.Signs shall be posted on one ratus access roadway. or both sides of the fire apparatus road as required by Section D105.2 Width.Fire apparatus access roads shall have a mini- D103.6.1 or D103.6.2. mum unobstructed width of 26 feet(7925 mm)in the immedi- ate vicinity of any building or portion of building more than 30 feet(9144 mm)in height. SIGN TYPE"A" SIGN TYPE"C" SIGN TYPE"D" D105.3 Proximity to building.At least one of the required ac- NO NO NO cess routes meeting this condition shall be located within a PARKING PARKING PARKING minimum of 15 feet (4572 mm) and a maximum of 30 feet 18„ (9144 mm)from the building,and shall be positioned parallel FIRE LANE FIRE LANE FIRE LANE to one entire side of the building. SECTION D106 12„ �.—12 —� —12"—� MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS D106.1 Projects having more than 100 dwelling units.Mul- tiple-family residential projects having more than 100 dwelling FIGURE D103.6 units shall be equipped throughout with two separate and ap- FIRE LANE SIGNS proved fire apparatus access roads. Exception: Projects having up to 200 dwelling units may D103.6.1 Roads 20 to 26 feet in width.Fire apparatus ac- have a single approved fire apparatus access road when all cess roads 20 to 26 feet wide(6096 to 7925 mm) shall be buildings, including nonresidential occupancies, are posted on both sides as a fire lane. equipped throughout with approved automatic sprinkler D103.6.2 Roads more than 26 feet in width.Fire appara- systems installed in accordance with Section 903.3.1.1 or tus access roads more than 26 feet wide(7925 mm) to 32 903.3.1.2 of the International Fire Code. feet wide(9754 mm)shall be posted on one side of the road D106.2 Projects having more than 200 dwelling units.Mul- as a fire lane. tiple-family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire ap- paratus access roads regardless of whether they are equipped SECTION D104 with an approved automatic sprinkler system. COMMERCIAL AND INDUSTRIAL DEVELOPMENTS D104.1 Buildings exceeding three stories or 30 feet in SECTION D107 height.Buildings or facilities exceeding 30 feet(9144 mm)or ONE- OR TWO-FAMILY RESIDENTIAL three stories in height shall have at least three means of fire ap- DEVELOPMENTS paratus access for each structure. D107.1 One- or two-family dwelling residential develop- D104.2 Buildings exceeding 62,000 square feet in area. merits.Developments of one- or two-family dwellings where Buildings or facilities having a gross building area of more than the number of dwelling units exceeds 30 shall be provided with 2003 INTERNATIONAL FIRE CODE® A7R U� a� �a D� .a w I I �LLZZ+i11 z IM F g 3;oj lU NG NG NG NO i I I_J Q O W n i QI VVj t,ODD F. 2f V ` E%19TIN6 FIRE •�` B" 6" I V, m w • —�s�---------------------- s� 3 3"PI 3'PI ti coNSTRWr w � `T i ' t1 VyV W North College Road East ... -.. _ HANDICAP ^O APPNSTRICTROACH NEW '!• MO KM IBTINb � ,:i 3 S t4 raloB�� ,* .a•. .o ..•:•' I a DRAWN BY: RSS b°CURB urr \ - --------------'' - -- ------- -i`-'f--_... --�yy-. �q1 � y3 --— ---- ,uri i CHECKED BY: GAM h b -- bB "_ 0 JOB NO: 04-024 POND I a-cure un—ems— \}`` N I PLOT SCALE: 1163601 POND 3 '-0x 6"b9GUPIpm S 1 \ ,dP• 'i I m 6 145-0'T \ 65 E%19T1 FIRE 6 m \ V I 1 65 b I T 67 I HANDICAP t RAMP B I n n n 4 n n 1 u 0 I R n n B c I Porm a 6j 1 i-%iAGGE%urae:::�d�i.?::� i I:(bRh9b-ORETE SNRFAGP7.::- 6 P—. N•-F� N 69°4115611 14 637.IB'Aw I I Ad 1 ` I I I w z Cx ND A SITE PLAIN 6'-0"CONCRETE HOG SIGN®EACH SIDEWALK H00 STALL SEE CIA] EXISTING NATURAL GAS LINE —H6 xa— (�i EXISTING OVERHEAD POWER al EXISTING PARKING SIGN NC SEWER SERVICE —) <"— "�_ PROPERTY BOUNDARY LINCE STEEL HANDICAP O TE EXISTING WATER MAIN —b b"— INCx SPLICES: _ `g �L`""E'> SYMBOLS e N� .... _ BACKGROUND ------------- _STREET CENTER LINE REGULAR SPACES 23 EXISi'G STD.CURB,CUTTER 6 SIDEWALK '' •'. .. '' '.'` RAMP UP .4a RAMP UP PROPOSED STD.CURB,GUTTER t SIDEWALK ACCESSIBLE SPACES b '•" - ..- 1:12'' .,1:12 KAKINCAPPED STORAGE SPACES 12 EXISTING SEWER MANHOLE OARKNO O O TOTAL SPACES 41 - EXISTING FIRE HYDRANT Yf 1�' � 04 EXISTING GATE VALVE D4 O EXISTING POWER POLE $ BLACK INTEGRAL ,, I..CONCRETE COLORED CONCRETE DRAINAGE ARROW (�— cURB 4 w+c m H W BROOM FINISH = �wB� PROPOSED AREA DRAIN STRUCTURE ■ r a PROPOSED WATER METER ® 1 4"WIDE YELLOW I PARKING STRIPE iSTEEL POST CONCRETE BASE IN P (, i _ pp. o ii pl]1 1 �1 II II TOP OF CURB/WALK m i OR FINISH GRADF_ ,LOUr�LL v ata:. 'a:x- qrf OF 10 r.t. 9-O 5 O 9 O .I. 6"x 12"GONG.BASE 5-2-05 PLAIN SCALE:114"-1'-0" E3 TYP. HOC RAMP DETAIL HMO SIGN DETAIL A191 AI.I o� _ r�/� 9 x W I � I W aN NC, Nr. F I Q W ODE I E%IS`ri b FIRE - 8n 'p;z Q V V\\1` HYDRANT �- • _ .INV.5931_-_-_------------- -- XX y W 3 PI North College Road East 3"PI .T I v APPROACH rJ:YI � APPROACH IST11 'ti0us. 3 I POND B W -- ------- --�yB------ - _ __------ '' � DRAWN BY. RSS CHECKED BY: GAM JOB NO: 04-024 POND •umB cvr BERm I I POND 2 PLOT SCALE: 1'�-60" 2$'-O" 6'SIDEWALK N 6 ,,% " SCUPPER � II _ 6 s r45uo"� t \\ 5 I EXISTIr16 FIRE m I 65 m \ 66 HYDRFINT I 61 4 Qy I N d u u d W' HANDICAP y u N RAW �° Y u u u u O n I _ I a. nil 0 ml in n " n I 1 1 I :::FIRE•TRllLK'-'+::'::�.:;:`;.:::_� POND 4 P '"'ACCE55 LAl✓E:�:::'.::+.�::; i I N 89°41'S6"W 637.I3' To Be (YlaintaiY1e01 Clear At N6IPalk'n i� �. o, \� Ties Dar I, I n , Lan NoPackin Vile Lane ns See SI Rt�acked S; ^s See n v t� SI I P��'MN w EC E �kcb D A6'-O"CONCRETE HOC SIGN EACH r 51DEWALK HDC STALL SEE G/AI i✓� EXISTING NATURAL CAS LINE —t>r. H,— AI I I"=30'-O° LL EXISTING OVERHEAD POWER — EXISTING SEWER SERVICE PROPERTY BOUNDARY LINE t- STEEL HANDICAP EXISTING WATER MAIN —w B°— PARKING SPACES: , N I 'WIF'{: PARKING SIGN STREET CENTER LINE ------------- (WHITE SYMBOLS AND LETTERS ON BLUE p o BACKGROUND) EXIST'G STD,CURB,GUTTER Q SIDEWALK REGULAR 5PA4E5 23 / AC-CE551BLE SPACES b :RAMP UP n PROPOSED STD.CURB,GUTTER a SIDEWALK RAMP UP STORAGE SPACES 12 ,/ s EXISTING SEWER MANHOLE O 1:12�. 1:12•.. '' e ¢'. TOTAL SPACES 41 _ .�IuuBlcwptx' EXISTING f7RE HYDRANT Zj' I rMnur•B!�?' TJ, EXISTING GATE VALVE EXISTING POWER POLE BLACK DRAINAGE ARROW (�— 1 _I')(Q ,, COLORED CONCRETE s b'CONCRETE rt PROPOSED AREA DRAIN STRUCTURE I 1 - 3 1 1 BROOM FINISH I CURB .wB P!E PROPOSED WATER METER e 4"WIDE YELLOW PARKING STRIPE - I STEEL RP05 SET IN w O aBASE II S 0vons " TOP OF CURB/WALK OR FINISH GRADE p 99 h� Ftre ,Dept. qeo ess {Zoaa s - II I (a> Poc- .able �x�ina�uishe�5 i� _ (6I) Fire Alarm 6�51en-\ �� LandscaPin� rg \/ 'i':r. t OF VD r.l. x 12"OONO.BASE oy' yan na5� 5-2-05 PL14 SCALE:1/4"=I'-O' $ tR'P. HOC RAMP DETAIL. HOC SIGN OET141L. Al 1 A�.I 1/4"=1.0'. f L f it G MM 1 AP O t14 3 Q MS Q td MS 1 Ncrt4i College ROab EastLo i, a KN 1 1 1 1 C $ - MM MM 1 MM P 3 7 SPREAD EVENLY B 3 1 B 3 MS 7 3 3 KN MM \� MM 3 3 2 3 MM 3 SPREAD EVENLY 2 1 J HD R THROUGHOUT MS MM 3 MS 1 THROUGHOUT R HD AP 3 3 6 MS MS MM MS MS FC i -STORM ENTRY DRAINAGE MONUMENT POND _ .. 65 pa FP i .; --- sroRMl _ DRAINAGE_ .: <. DRAINAGE.• \ 6 LICEN ED RASH ShQ�I S .. .. \\ S LANDSCAPE JB i JB � �PQND 1 1 � Y.J_.sq fY/I I� �B VB ARCHITECT M1CvS 6.4 FC MM g 3 AR-ioa .1 PARKING LOT \ e . MM ..�� ____•--65 ':a � .. .. .667. . SB 1 iR4SN 'n 2 .. __---- _ - - / - e�yQs�l� PTA7E OF IDAFIO N GARAGE PARKING LO7 9 V 3 V MM IVWC+I F Z�5 VB - --- -- 3 2 V DJ 3 � DJ MANICURED LALL.N 1 B GARAGE OPTIONAL EXTRUDED CURB DJ 7 3 (TYPICAL SYMBOL) FC "°`�>�`��=W*`� ==n�• o �� =wE>= .. BETWEEN LALLN AND SHRUB MANICURED LAWN V 4 d, S PLANTERS(TYPICAL (TYPICAL SYMBOL) CM 4 V - g 1. SYMBOL).CONFIRM WITH 1 CM OPTIONAL EXTRUDED CURB 3 `� RT ' SP - OWNER HD G 3 3 1 BETWEEN LAWN AND SHRUB � AP \Q PLANTERS(TYPICAL D DJ S HD SYMBOL).CONFIRM WITH - OWNER. 1 Al ��"'If HD 1 3 STORM DRAINAGE 2 HD HD FC 2 q Il/// SENIOR POND MS 1 2 HOUSING 2 MS 2 MS 1 - II MS 13 FP r//u/c4to\n\ HD PROPERTY PATIO IRE RUCK AGCEs ——TBOUNDARY----- --- — t h No\0 I /olo ,\a�)�owtC IP\ - -- — ————— 1l -----GJ --M2 M GJ FIRE TRUCK ACCESS 1 1 7 12 7 1 O 8'SOLID AP SP LE G STORM DRAINAGE POND MR LE 8'SOLID AJ VINYL FENCE 1 SP EASEMENT 1 1 1 VINYL FENCE CP 1 2 DN MR B DN MM SG (1 r t— co 1- PLANTING PLAN 0 5 IO 15 20 25 50 SCALE: I" c 20'-0' WTH FEET 05 8ft Privacy Fence 0 0 CV NOTE:WATER ALL TIREES IN PP05 MATERIAL PEIL B'9BOTION� r THOROUGHLY AT TIME OF PLANTING. �_ Q) i In CA : 132' 0H'X612'XBa'SLOrRD 2. PLANT MATERIAL LEGEND /p'� �°� fJ �y fat POST CAM: (0)VX IT*G)X38D Kro (1)5'X 5'PYRMIID PUNKS: . TOPSOIL P05T LAP f20)I•x 8(f1G)x 3B a'4' REMOVE ALL TWINE,BURLAP 4 WIRE SYMBOL CCK4vlJN NAME BOTANIG4L - �112 TURI`_ '8 FR7M TOP I/3 OF ROOTBALL. GLUE ro roSr��� B IMmg Products,Inc. (WctA� I z" BIOPLEX MYCORRHIZAL PLANTING BIO-PLEX ORGANICS TABLETS TABLETS,5 GRAM(REFER TO 1L PLANTING tABLETS RECEIVED ABlvl /4uturrn Blase fVta ale Arf:r x lieendnn 2"ca 0 xl. 3 40 APPLICATION RATE LEGEND) �l F 10-15 GRAM TABLETS PER TREE AP Avstnan Pine Pinus nigra _ 40 x 30 CONFIRM QUANTITIES WITH $_ 2 JUL 2 0 2005 - •. CONDITIONED SOIL 2'XG 112•HOLEFOK Gnani r ana'Chantideer' 2i cal. 40x I5' MANUFACTURER RAIL IN PoSr CITY OF TWIN FALLS O m .t- —�. FOR INFORMATION CALL: 'p• Lours AS RHOWN BUILDING DEPT. CKNM Cnn King Norway Nlaple Pcer plantanades'Cnrrson 14nq' 2"cal. 40 x 35' I-WO-441-3513 COMPACT BASE e NH" Newport fl—nnq Plurn Prunus ccra51fcra'Ncwport' 2"cal 20x 15' o US[KRON%101!NTIAL I/4'NOTOMING TOOL, n ITB.I NUMB ER FOFT2H5OOQBa614 RFC Ro alty f9owennq Crabapple MalU5'Royalt�_ 2'cal. 5'x 15' _ U — SBFiL .Sunburst Lion Gl st editsia tnacanthos'Sunburst' EXISTING SOIL-2"cal. 5 5' SG roHUa 2" 60 x 25 • CRIMP TOP OP GOM PUNK(BOTH 91D[R) Scotch Pine-- Pinus sylvestns l* GO x 30 (SEE DIrAIL ABOV[) G 2•X6 1/2.5LOTTED RAIL W (SUDS INTO FORT I I/21 A) AnTrtrong Juniper Junipervs chnensis'Ar trongii 2 qa1. 4'x 4' IBRJ Blue RugJuniper Juniperosconferta'BlueRug 2,al. I'x6' 3. DECIDUOUS TREE PLANTING DETAIL rxs•FoSr CM Creepng Mahonia ivlahonia repens 2, al. 18"X 3' '°\ NTS (SIMILAR FOR EVERGREEN/CONIFERS) _CP Gstena Plum Prvnus astena 2 gal. l0 x 10 e REVISIONS: DNS CPDJB Cnnnson Pygny Dwarf Japanese Barierry F3erion5 thuntergii'Cnrrt?ori PyclirV 2, al. 2'x 3' I'XB'TO PUNKS DN DiaMo Nmebark Physocarpus opu1fdiu5'Monlo 2, 9'x 9' + o RAIL[INTO UPPER AND LOWER �..DVB Dwarf Vane ted Boxwrbd Buxus'Vane ted'Nand 2 I. 3'x 3' BIOPLEX ORGANICS MYCORRHIZAL PLANTING TABLETS wvL9 A9 st10WN. ga ga q3 \ (PRIM TONGUE A9 RLO'DJ APPLICATION RATE LEGEND 'EGA Ererald Green Arix�i�ntae Thula cxodentahs'Firierald Green' 5'-6' 12'x 3' o, U' FWP Fraser's Red TI Photinia Photno frasen 2 I. 1 5'x 20 SIZE OF PLANTS 5 GRAM TABLETS r X G 12'HOLE FOR p 2'X G'RU)TTfD A5 SHOWN '~CMS Gold Mound iraea iraea a onica'Odd Mound' 2 I. 2'x 3' LOCRAJL IN POST 5 (RUDI INTO MET 1 12') Sp Sp .I p ga 1 GAL. 2 LouT!As SMOWN C Q ,IfiD Ivory Halo Dcgvood ComuS alba'Badhalo' 2, al. 4 x 5' 2 GAL. 3 JC-J Japanese Garden Juniper Junipervs prcwvntens'Nana' I gal. I'x 6' 5 GAL. 5 , K1B Kdrold Japanese Bart>°rTy Beri�ns thunl�rgu'Koboid 2 gal. 2'x 3' 2'CAL. 8 a p BOTTOMCRIMP IVR Mnnetonlka Rhododendron FbocIocIcndron'Mnnetcnka' 2 gal. 3'x 4' 6'-T'HGT. B (BH5IDM) nu+K OLY7 Otto Lyken English laurel Prvnus laurocerasus'Ctto Luyken' 2 gal. 3'x 5' FOR FURTHER INFORMATION CALL: 1-800-441-35T3 t� PFCR Pink Flower Carpet Rase Rosa x noatraum pink pots 2'x 3' 0 2'x G 12•sumeD RAIL 1 RFCR Red Flower Carpet Ro.,e Ro. x neare pink pats 2'x 3' TOPSOIL STARTER FERTILIZER: TERTILOEE'OR EQUAL, �Z" 3�/' ��� \ 2 X 6INTO PORT I RAIL SB Sunsation Elartcny Berbens thunberqu'Monr�/ 2 gal. 5'x 5' PER MANUFACTURERS RECOMMENDATIONS. 'SBU Smoke Bush Gotnus na 2 I. I5'x 1 2' BIO-PLEX ORGANICS / - Yg (12-8-6)PLANTING TABLETS BAR!MULCH-THIN BAR!MULCH TO I/2' Ol/fiY t'i SKE Silver 14nq Euonyrrus Euonyrrus,)aponiaa'Silver Klncf 2 gal. 6'x 3' I GAL-30 GRAMS THICK UNDER FOLIAGE 15N4v1P Slowrround NLgo Pine Pinus nugo'slawTround 2 gal. 3'x 5' 2 GAL-45 GRAMS 510PLEX ORGANICS MYCORRHIZAL PLANTING VBE Vanegated Box-leaf Elonynus Euonynus,)aponica'"cro^W Vanegatus 2 gal. 12"x 15' 5 GAL-60 GRAMS TABLETS(REFER TO APPLICATION RATE LEGEND) REMOVE ALL TWINE 8" PLANTING HOLE-BAGffILL AND SETTLE Sr-K-91 SHEET TITLE L - - AND BURLAP FROM :,� TOPSOIL THOROUGHLY --- _-- -----_---- TOP N OF ROP FROMBALL DRAWINGS ARE THE PROPERTY OF KROY BUILDING PRODUCTS©2002 LAND APE PLANT( LAN *NOTE: ALL TREES LABLED WITH AN ASTRIK:S MUST BE AT LEAST 14'-16' TALL. EXISTING SOIL NOTE: -ALL CONTAINERS PLANTS SHALL HAVE THEIR COMPACTED ��' ROOT MASS LOOSENED SLIGHTLY TO ENCOURAGE DRAIN: BASE ROOTS TO EXPAND AND FEED IN SURROUNDING PD SOIL MORE QUICKLY. EXTENT OF LOOSENING PER Submittal/Descriptlon: Date: DATE: CONTRACTOR DIRECTION NOTE:WATER ALL SHRUBS IN -CONTRACTOR SHALL INSURE THAT NO DOSAGE Provided to Thomas Development 0514.05 THOROUGHLY AT TIME OF PLANTING. OF FERTILIZER OR COMBINATIONS OF FERTILIZER For Cityreview. CHECKED: AR=HARMFUL TO THE PLANT MATERIAL. Provided to Thomas Development 06ID1.05 FLN reflectingCitycomments. JOB N0. 4- SHRUB PLANTING DETAIL TIC SWEET NTS 20'-8 3/4" V-3 1/4" 5'-0" 5'-0" 9'-3 I/4" W-2 3/4" 11'-2 3/4" S'-3 1/4" 5'-0" 5'-0" 9'-3 I/4" II'-2 3/4" II'•2 3/4" 9'-3 I/4" 5'-0" 5'-0" 9'-3 I/4" 10'-2 3/4" �41- x3CL.a 2-HR ,4'0" FIRE WALL , i t----� I L I J I r---- 1 I ---- L ; L I r � .. 1,I b"FND.WALL a PATIO I I I?:I PATIO PATIO I I I I I PATIO PATIO I:I I`I PATIO I j m I --- ---- - - -----J`L--- 'L------ -- -- -- -- -----_JL----JiL----- I I I:I I ...JSL J;:L I J I I>r -----� -----------I I A23 81M,ttP. - 1 -- 8----- ----------6�Typ' -- DRAFT STOPPING,TYP. I 1 -y FIRE WALPROTECTED AREA I I:� I W/ ui I m A23 I I EA.SIDE 2-HR TP. I �, g 10'-b I/4" B'-3 3/4" 13'-5 3/4" @'-0 I/4"Ln 12'-0 /4" W-5 3/4" 13'-5 3/4" 12'-0 I/4" @'-0 1/4 W-5 3/4" I I 13'-3 3/4" Cg 10'-b 1/4" z 8 F TYP. I I Tb.3Hix3HexVa I ?' I I I '� m WVW+ aI VN r�G' 1 - -__ --- -- rI --, �L.TYP_UNA. I m --rt-L A23 J __f �_ _ L--- _ Z__ __J �__ _ Q _ I; L- -- ---- r----- --- r--- - -- --- - r--- ' --�. I3'-4" Z_f _______ L 4'-03/4" -- P^- G I 1: A23 A23 S I s A23 YP. A2g I I 22"x30"FRAMED I S�„ I I TYF E55 OFRJCs, A23 I D y A23 I I U F T I I I S Ii.l a III I I 2 m I I m`_A I m A23 I I I A2g $ I I A2g - cRAw SPACE I � � I a o I'I I I III 22 A2g n P I I ® 1 ttP. I I TYP. m I I 0 aCCE65 I I I ------J L -- L--- � L--------- - - �� -� L----- -----------� L--------------- L--- ---- ,t ' I M rr+- . ---------- --------- ---- DRAWN BY: RSS ------------------------------ - -- --- -- I:.la -- T -------- r-- ---- ----------------------- r--- ---------------------- 9 I C 22"x30"ACCESS W/— C ____--—-r- I M ;,, CHECKED BY: LWS DRAFT STOPPING,TYP. m G AUILSPAGE SELF CLOSING I - 1'-4 p/4" '� 9 I JOB NO: 04-061 -__ L-- -- _ DOOR TYP. L -___ _ -__ ___ m I r - --- I PLOT = - r---i- -----------, I-- ---- ----- r--- -----------� r--------------- r--- - 1I 22"x30^acces w/ I I I I � I' g K Q a I L q g I m I SELF CLOSING I I I P CONC. I 122"x30' ?'°' I I DOOR tYP� C I I '�'23 TYP. I P 0 I �3 TYP. q �, A93 A23 ttP.l ENTRY STOOP 1 CRAWL5PACE Tn I I O 1 m I I - p 13'-5 3/4" 1 LAE6E66---� G I I G e• I F t G s G I I s____ .3!'2y- xVi A29 A23 TYP. A2g Q A23 A23 Q L------ 10'-e/_2 - - GOL.TYP.,UALO. m I Ia • ------- L---rL-----r _L --- L--- - ,---- ,---- r Z----- ---, II --- PROVIDE G.I.AREA 1.I 10'-b" `a 10'-6 i/4"I 13'-3 3/4" I IV-5 3/4" I 12'-0 1/4" M.12'-0 I/4"I IV-5 3/4" I I W-5 3/4" I 12'-0 1/4" I I2'-0 114' I W-5 3/4" WELLS FOR FND.VENTS 1' ,� m G I WHERE REQUIRED - (COORDINATE W/ I I I A23 SIM,TYP. I I I I I I Q O JOIST LAYOUT) L-------- ------------i L------------- L--- -----------� L -------------- L--- — --� L--------- :....:.....:..... -------- ------- -- ------ -- Ib"x8"ALUM.SCR'DI',I 9 FND.VENTS DI DAMPERS PATIO 1%I I I PATIO , PATIO I I I 1 PaTlo Pi<TID PATIO e'_b"xa'_o^ `// �J 9PATI'_0" 9R T6,_m. I?I I::I FAL14 i m TYP.(COORDINATE W/ 1'.1 1:I A23 9'-6"xe'-0" JOIST LAYOUT) / ttP. 1 I.:�.L----J.;I / r J � L, I;;L-_-.-„,-J.,'I r J 1 I.L-----LI I r OL{Np ,�l"ION PI—AN l�." h" I�JIN ) a"GONG.SLAB ASSPEC'D NOTE: x A2. 11/8""I'-0" 4"COMP.GRAVEL FILL ON ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER',PART VI OF THE COMP.EARTH-SLOPE AWAY DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT FROM BLD'G MIN.1% SECRETARY FOR FAIR HOJSING AND EQUAL OPPORTUNITY.24 CFR CHAPTER I- ^ FINAL FAIR HOUSM ACCE66181LITY GUIDELINES DATED WED.MARCH b,I661,THE Uj PROJECT MUST ALSO MEET T14E REMA51LITAT10N ACT OF 1913 AS AMENDED AS F4 �4 20'-8 3/4" 9'-3 I/4" 5'-0" 5'-0" 9'-3 I/4" II'-2 3/4" II'-2x3/4" I 9'-3 I/4" 5'-0" 5'-0" 9'-3 I/4" II'-2 9/4" II'-2 3/4" I 9'-3 I/4" 5'-0" 5'-0" 9'-3 I/4^ I 20'-8 3/4" 9'-0" �1 OF CONFLICTS,THE COMPLIED WTH��MADETHE DEGREE a ISM'-0" BY THE'tNIFORM FEDERAL LL THE IBILITY FIRE WALL CL. R 4'-0" 4'-0" m I I � I I N• J F__ r-- JPATIO I PATIO I;I I I PATIO I � PATIO I;I I I PATI l i m e'-b"x8'-m" I'I I'1 e'-b"xs'-m" m I. I � I`I I I;I I �J - :L------ -- -- -- - -----J'�L-----J'L- --- -- -- -- -- ------J L-----J;L----- - - ------ - - ---- PROTECTEDAREA ,r ---� r----- � �----------DRAFT STOPPING,TYP. I I I. EA SIDE 2-HP, m I I B tA I FIRE WALL 1 1 A2g ^ I A2g I 1 1 ? 1rl II - I I SIM.,TYP. = I I TYP. TYFf 10-10 IR" 10'-b 114" - I3'-3 3/4" 13-5 9/4" 12'-0 1/4" 12'-0 I/4" W-5 3/4" 13'-5 3/4" 12'-0 I/a" 12'-0 I/4" I3'-5 3/4" I 1 B'-3 3/4" m N 1 I ----- --- ---- I - - - - --- _ I ----- T�- ---� ---fig- m __J I 1 .• _ _� �---- - T�------J rTZ_-----� Lz---- sT-L-_----� `� ____-� r___ }tea- F TYP i U -___� U --__i U G A29 A9� A231 r- I ----L- , --t- A23 I I A2g G �3 I • t I Z f _ P TYP.I TYP. i L- W W-5 3/4" I F A2g s A29 I A29 _., COL.TYP,UNA. I I I I 22"x30' °I r I I S O I J I I 22N30"FRAMED I '-`.,O I I 13'-4" I? a I I I r . GRAWLSP. ENTRY STOOP P in� I �� I -_ A2g I I ACCESS OPNG., D �.S I I ..I ENTRY STOOP a L-I -w"'`.Ii_ ACCESS ------------J L------ • J TYP. I I TYP. A23 TYP. m 1 I -------- --- -------JL--- ------------J ---------- ----� L----------- - --3 _�-_- a I - -- - - ------ _-- -- ' r_r_________---C 22"x30'ACCEs W/ C l ____.______ ________________i 6 a l'-Ib I/4" SELF CLOSING m DRAFT STOPPING,TYP. CRAWLSPACE I --___ DOOR:TYP._`-�,J S I I L__ I i I ----- ------ - J - - -- - � Z -- ----------- ---- ---- - -- ---- ------- 22 I r-r0 I a I I I I I p' 1 22"x30"ACCESS W/ i K I I I I I III I I 15'-3 va^ 5 I I - I _I SELF CLOSING I 22"x30" _ -" I DOOR,TYP. A23 -`- I A1.3 ttP. • CRAWIL CE H I x . .. -. o I I I S I TYP. I s y, m I I o I m I o ACCESS a2g L 4'-0 3/4" I X I L-- ------- G G s• 1 G - s. I I _ TYPI I r- ------- ---_- A23 I I A23 • I T_ _ I I A23 I U °'% I I _ r------ <I C��qI� ;E uN4/ J T.S.3Lax3L�x4 U m J b" 1'I ( / I A23 I A23 - -- 5 ------Fj L - I -� COL.TYP,UNA. 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I I?I I.1 I11 0 1 I _L----�..'I / r -I I;.L----J<I r 1 ILL-----J, I r JCOORDINATE OIST YOUT)� f -_ ` J L .-._ J L -- FOUNDATION P!_AN (RIGHT WING) 4"CONC.SLAB L ILL ON NOTES: @ 6 4"COMP.GRAVEL FILL ON COMP.EARTH-SLOPE AWAY SEE SHEET A22 AND A23 FOR TYPICAL FOUNDATION DETAILS. FROM BLD'G MIN.I% 51'-0 3/4"1 10'-10 1/8" '-3 3/4" 2'-7 V a i i i W (2)LAYERS OF 5/8" a 2 HR. TYPE 'X" FIRE WALL FI 2 GYP.BD. o - EA.SIDE AT ELEVATOR O I I I e a CONC.SLAB AS SPEC'p FIRE WALLALL SHAFT -0" 4"4"COMP.GRAVEL FILL O 4' PROTECTED AREA COMP.EARTH-SLOPE AW 7 0 4'-0" 6"SOUND r�►I.,� EA SIDE 2-Hp WALL i FROM BLD'G MIN.I% BATT INSUL. PROTECTED AREA Z m I u! Ff EA.SIDE 2-HR WALL 2.6 WOOD STUDS a PATIO I6 O.C.TYP 1 59'-0"x 10'-6" J I w I PROVIDE G.I. ED Z AREA WELLS FOR i in ;-��i-- ITA e " QQQ z-- 5/8"DIA.x 8° "G.C.. ,TO PROVIDE APPRO �[�-' O Q 8� .__ A.B.AB.0 32"O.C. ACCESS LADDER F-�W ----1> FF FND.VENTS 1 + m WHERE REQ'D. _ I 1 2x6 PRESSURE �. 3 0 inm I;L II_ I ____ ___ ° J 1 TREATED BOT.PL. Ux O;A� — ------ — —( 11 I I e TYP A23 I I I NOS W -J - TYP. '- >:: FI � DRAWN BY: RSS I A23 e I -•:.:"f:`:;. CHECKED BY: LWS F 0 H I i r C I E 5 BARS®12"O.C, ":-' •:i r': JOB NO: 04-061 'I A23 FI To - YP — _ - -- A23 I I 1 I T _ � �_� JI I I A23 ': L_ Ix�f E 4BAR 18 O.C. 9 .:..::-.::::-•--- - - -- {r� FOUNDATION PLAN) �•_ FI_O v B'-4"D AND 6'-0"W 1/B" � 0" r ® T SCALE. T m , CR4WLSPACE F1 F I I ja: 5 BAR m IS" JIB F L_I r A23 24 Q ------s- -------- s z--- Z� I I r 0 H FI H 1 Iv 1 _ I I r:.._..:,:.•: I I mr A2 - A23 0 1 1'^ I II i 1 I I CONTROLLED FILL I I�-� I COMPACTED TO \ ::.::.: :.:...:...'- "':'.'-"':..•..•- _ 11 1 L I MINIMUM OF 95%OF .. .;.- / O _ II _----_ °------ -7 it _22"x30" THE MAXIMUM DRY - a CR4WLS LIZDENS --t—,II �I 3 m i FI m e A23 I I 8''� II Ir-'F' ACCESSPACE A5TM 1D--698R ,. IL_ Y . ___�i 0---- I 1 5 BARB®12"O.O. O-.-._ .:::...._...,.:: .:....:....: ...:..:......... :.:: >..::._,--:._.. EACH WAY I I I PATIO I I PAD FOOTING SCHEDULE II II I ; L J L 1 1 1 FI bxb OR BUILT-UP go*COL.ON Q ELEyr4TOR PIT DET141L _-_• 1 I 4"x4"xl/4"TS.CO�.. I.: 1 'SIMPSON'COL.BASE ON 42"x42" A22 3/4" _ I SEE DTL C/A23 tSIM.) - x12"TI-K CONC.PAD FTG.W/(4) O •4 REBAR EA.WAY 30'-8 3/4" h7 NOTE: (~ ALL CONSTRICTION MUST COMPLY WIND THE FEDERAL REGISTER,PARS VI OF THE O q OUNDAt I ON PLAN (comm. LU I N(s) DEPARTMENT OF NOOSING lJJD URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT A21 8"=1'-0" SECRETARY FOR FAIR 40=AND EQUAL OPPORTUNITY-24 CPR CHAPTER(- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991.THE PROJECT MUST ALSO MEET THE REHABILITATION ACTS15 IT 1913T AS AMENDED SAS ) IMPLEMENTED BY THE'UNIFORI FEDERAL ACCE55181LItt STANDARDS'((PAS)AND IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. NOTES: O SEE SHEET A22 AND A23 FOR TYPICAL FOUNDATION DETAILS. a NOS THESE PLANS ARE THE COPiRIGHTED PROPERTY OF THOMAS F DEVELOPMENT CO.AND ARE PROTECTED BY LAUI.THEY MAY NOT O BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE V1 FURSIIED TO THE FULLEST EXTENT OF THE LAW. F ppESSIpNq/ l. 1�1EL} � SP i �0 rATf OFI 5-2-05 A2.2 2X TREATED SILL4V PLATE a I2 T "xi0"AB.a 48"OA MAX 1 12"FROM ENDS(W/3/I6W'W" BILL PL.WASHERS,M ON CONT. SILL SEALER MAIL SWEAT14MG TO (2)2X6 TOP PL. py 2z PL.W/8d s 4"O.C) (2)2X4 TOP PL. R•11 BATT INSULATION (2)2X4 TOP PL. F�BhI `a E 2X4 STUDS a 16"Or- 2z6 STUDS•I6"Of, I2"TYPE 9('GYP.BD. 01,TYPE'X'GYP.BD. •• "4 BAR a B"OZ.EA WAY DRAFTSTOP,HOLD 1/2" 2x4 STUDS a 16"Or- S MIN.ABOVE HOLD I2" r h m �U11 _ MIN.ABOVE CONC. �/ U ® (ALT.BENDS IN FOOTING) S MIN.ABOVE CONC. (TO PREVENT MOLD) (TO PREVENT MOLD) a i4 (-N I� 7a TREATED SILL PL. TREATED BILL PL - 3 DAMP PROOFING BELOW W/I2"DIA AB.• TREATED A PL. ' W/"O DIA AB.e GRADE,TYPICAL 48"O.C.(1"EMBED) 48"O.C.(1"EMBED) W/Vi"DIA AB.• 48"OL.(1"EMBED) QI (Y)-4&4R CONTINUOUS (2)'4 BAR CONTINUOUS n' - 2)"4 BAR CONTINUOUS (2)"4 BAR CONTINUOUS Y r:; 006"VAPOR BARRIER,TYP��' m .'•p :... ID06"VAPOR BARRIER 1YP. LIDAP 1 TAPE ALL SEAM"VAPOR S TYP. e:: '.. r ID06"VAPOR BARRIER TYP. i' •; ' -.- 3 LAP 11APE ALL 5\�\tIO i fit : LAP 1 TAPE ALL SEAMS ib LAP 1 TAPE ALL BEAMS :'::.i�':`.... r:\ ( b / T \O / \ I'-6" F-0OTING TO BE SET ON FDRAWNBY: RSS 5" 8" WAR,mv 5n FOOTING TO BE SET ON Y. - I'•6" UNDISTURBED BOIL OR 1,_bu FOOTING TO BE SET ON I'-6" FOOTING TO BE SET ON UNDISTURBED SOIL O2 CHECKED BY. LWS COMPACTED GRAVEL UNDISTURBED SOIL OR UNDISTURBED SOIL OR FILL PER FND.INVESTIGATION COMPACTED GRAVEL FILL COMPACTED GRAVEL FILL FND. VEBG INVESTIGATION L 04-061 PER FND.INVESTIGATION PER PJD.INVESTIGATION ALE 3/4-=1'-O- m �1 FOUNDr4tION DEtr41L �1 FOUNDATION DETAIL �1 FOUND14tION DEtt41L K FOUNDr4tION DETAIL Q23 3/4„=I,_01, A23 3/4^m'-m" A23 3/4"=r-m" o X24 GA 6.1.4"CONC,SLAB AS SPEC'D. io ° FLASHING o ON 4"COMP.GRAVEL FILL ON COMP.EARTH-SLOPE ° i 1�� I 12)2X6 TOP PL. --(2)2X6 TOP PL. AWAY FROM BLDG.It MIN a (TYP) t - w ice:-;:•_."�`- �y •'',:. i 2xb STUDS a 1611 OL. 30"CLR —2x6 STUDS•IS"OC. z 2"�Oj4G,P0UlEL6 / '61MP80N-LBV52.5' 12)LAYERS 5/5"TYPE'X' \ 74" HANGER OR EQUAL S i GYP.BD.EA SIDE S n G PGllNDATIOIJ WALL - E PLAN I _-MATED SILL PL. TREATED SILL PL. i W/V2"DIA A0.- hh��yy 6'•0"O.C.(1"EMBED) W/1/21 DIA AS.a 48"OL.(1"EMBED) 2x2 STOP,AT TOP e" { I (3)"4 BAR CONTINUOUS (2)"4 BAR CONTINUOUS 1 SIDES,TYP. ID06"VAPOR BARRIER,TYP. •i.. -::.:. ~ :.,rt: +'. 24 FRAMED DOOR LAP 1 TAPE ALL SEAMS Ir�:':ti:' ID06"VAPOR BARRIER .Y'� , ID06"VAPOR BARRIER TYP. ,_.,. :•.;;'y:;'r.':;. LAP 1 TAPE ALL SEAMS LAP 1 TAPE ALL SEAMS '•:: W/I2"GYP.BD.1 SPRING HINGES 1 DOOR HANDLE 2•0" FOOTING TO BE SET ON I'•0" UNDISTURBED SOIL OR w FOOTING TO BE SET ON COMPACTED GRAVEL FILL UNDISTURBED SOIL PER FND.INVESTIGATION COMPACTED GRAVELL FILL PER FND.INVESTIGATION ACCESS DOOR SECTION ACCESS DOOR ELEVATION e FOUNDATION DETAIL �1 FOUNDATION DETAIL �1 FOUNDATION DEtr41L � FOUNDATION DETAIL A23 3/4°=r-m" A23 3/4"=r-o" A23 3/4"=1'-0" �Q LVL ISM.SEE PLANS --- 1/2"THRJ BOLTS I' ® OT: NOTICE: I I ALL CONSTRUCTION MIDST COMPLY WITH THE'FEDERAL REGISTER',PART VI OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS W I I DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW,THEY MAY NOT GJ SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN W � FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSI.THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION a PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS Agq OR USE G THESE PLANS 16 UNAUTHORIZED AND YOU WILL BE IMPLEMENTED BY THE,T1420RM FEDERAL AT WILL PROVIDE STANDARDS'EST(UFAS)D AND � 0 LV�B"1.SEE PLANS \ IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE PURSUED TO THE FULLEST EXTENT OF THE LAW. 1/2"THRJ BOLTS— I OF ACCES61BILITY SHALL BE COMPLIED WITH. a T5 4x4x1/4 COL- (2)2X6 TOP PL 0 / TB.3441,x14 COL. I / PER PLAN 2Xb STUDS a 16"Or- BASE PL.3/BxBxB / COAT EXPOSED STEEL 9/16 OpESSIpIV Nq( IR"A BOLTS W%DBL. ASPHALT EMULSION E VIXIOXIC W/(4)34"DIA TREATED SILL PL. NUT,EMBED=8" XB"EMBED AB.ON W/1,711 DIA AJ3.a LEVELING PAD I I2" 3/I6 14-NON-SHRINK GROUT 48"O.C.(7 EMBED) LO E NON-SHRINK GROUT 3"MIN.CONC.COVER (4)9 BARS EA WAY AROUND ANCHOR BOLTS (2)-4 BAR CONTINUOUS sr o "4 BAR(2)EMU. - It•:S..l ID06"VAPOR BARRIER,T'P. To :-+'d y.; ID06"VAPOR BARRIER TYR OF V '= '.• - --- LAP 1 TAPE ALL SEAMS :,Lb..::••: LAP 1 TAPE ALL BE '^ 4'-0"SD. _ FOOTING TO BE SET ON FOOTING TO BE SET ON S-2-OS UNDISTURBED SOIL OR UNDISTURBED SOIL OR COMPACTED GRAVEL FILL COMPACTED GRAVEL FILL PER FND.INVESTIGATION PER FND.INVESTIGATION FOUNDAt I ON DEtA IL F FOUNDATION DETAIL J FOUNDATION DETAIL A23 3/4"=I'-0" A2.3 IBI'-0" g'.0• 20'_b" g'_6" g_0, g,_0, y,_6 II,_0 Ii,_0a g,_6, g,-0a g,-0, g,_b, II,-0,1 II,_0,� g�_6" g,_0a g,-0" 9' PROTECTED AREA 4,-0,� 3 1/2"x9 1/4"----- 2x10'e. 2x10'e o 3 I/L"x9 1/4" 2x11 O a 2x10'e• xq EA SIDE OF 2-HR.WALL P'LAM MDR Ib"O.G. 16"O.C. PLAM HDR I6"O.C. 16„OG. 3 LAM IO 2x10'e® 16'"®.C. PLAM HDR QI PLAM HOP. Ib"O.C. AWJ V W 4x4x1/4 Th.COL. 4x4x1/4 T.S.COL. 4x4x1/4 TS.COL. 4x4xl/4 TA.COL. QI Pa" 9 PATIO PATIO i PATIO PATIO TI PATIO im 3 I/2"x9 I/4" 3 I/2"x9 I/4' 31/21 x91/4" 31/2"x91/4" I '-0" 4'-0 0 O.7 © 'LAM HDR 0 OO O3 P'LAM MDR © © OO ©P'L HDR I O © P' M "61HDI4" "6THDI4" A "6THD14 "STHDI4" 4 'STHDI4" - O "STHDI4" "6THDI4" "STHDI4" F .9 OR OR A91 _ OR OR OR OR 3 "x91/4" OR 0 0 AL OR I I 0 0 31/�"x91/4" 0 0 r. "PHD2" PHD2" _�j -� 'PHD2" 'PHD2" 'PHD2" _U "PHD2" "PHD2" �+ O Q 3 1/2"x9 I/4" �O q 0 P'LAM MDR PLAM HDR 7 U V "PUD2" I W Q N z _ZIONS 1/4' -O P P'LAM HOP. o O PLAM HDR ~_ = ti PLAM HDR '[ O O 3 WNW 114" p 9- c I-BR UNIT I-BR UNIT c C TYPE'A' r c P'LAM HDR I m o m s m _m m l-BR UNiT _ o C 2-8R UNIT m o TYPE'B' 2)2xB (2)2xB TYPE'B' m m (2)2xB (2)2x8 m e -® TYPE'B' R• � j HDR TYPE'B' R ® MDR °' m 2-BR UNIT :.m c'v 3 I/!"x9 I/4" a" WBxl3 ® TYPE'B' z �- P'LAM HDR UlBxES ------- ---WB%13-- WBxl3 1 WBzl3 WaxI3 __ _ (2)2x8 ------- -------7 2------- !2) 7 I 144 6 H R ° ° STAIR .❑ ------- - - ----- UF------- - - ------- ------- - - ------- MD �zx tQi� 33 AWI -- - , BJ 3 e / aW2 N _ RSS UP (2)2x10 c (2)2x10 (2)2x8 c DRYWALL (2)2xB (21 2x11 c (2)2x10 CHECKED BY: LWS 22"x30" 0 :r (2)2xa (2)2x10 HOP, (2)2x10 MDR- (2)2xIO HDR HANDRAIL, EXP.JOINT HDR HDR HD a 6 19 DR 20 HDR HDR HDR lTYP.) I ACCESS r JOB NO: 04-061 _ CORRIDOR TYPICAL CRALULSP. FE �r PLOT — \ i o O O o I 21 OT SCALE: 1/9"=1' 0" pO ® ® o0 0 ® -- n 3 IR"x9 1/4" (( I/ \ / ,\ _ o O Do VE PLAM HDR I\ 27"x30" I � � ®\ / ° / CRAWLSP. W ACCESS A ww 0 C © �HDRB __ - WBxI3 - ------- ° ❑ ° ❑�d -- UlBxl3 -- --- 8--- °•❑ ® rx m 3 �(2J R ----- WBXI3 ---WSxl3-- HDR I 3 1/!"x9 1/4" -- ---UlB--- -- -- P'LAM HDR 0 2-BR UNIT a a I TYPE''BIT !2)zx8� ® L(2)2x8 I- U T 6 0 I_ 42)2xs � I-BR UNIT 0 0 2-BR UNIT � Q 0 -0 - BR NI = IT v 2xB - - 3 TYPE'A' = _1 C HDR HOP. TYPE'B' = _ TYPE'A' MDR® 1YPE gB' _ - TYPE'B' r • 12"x9 I/4" O O 3 1/2"x9 1/4" --e O 3 1R"x9 I/4" HDR x /4" O O ,p "6THDI4" 5 ~ ~ oR MDR 3 1 _ 3 I/2"x9 I/4" I C ----`— _ _ _ PLAM HD PHD2" PLAM �- P'LAM HDR ar• PLAM HDR _ _ PLAM 3 V2"x9 I/4" s "9 m • '- "THDI4" C e C m 'STHDI4" "STHDH" "STHDI4"C m C m 6THDI4" C- C I m = w OR PLAM HDR OR 6THDI4" m m 57HDI4" Q w O PHD2" "PHD2' "PHD2" "PHD2" "PHD2" PHD2" I 3 3 © 3 InNS 11" O © 3 1rt"x9 1/4" 2x10b�' © 3 112"x9 1/4" I 3 2x10 e o 3 I/2"x9 I/4" © © � ' g 0, P'LAM HDR I6"O.C. I6"O.C. PLAM MDR- 4'-0" 4'-0" PLAM HDR 9 � P'LAM HDR PATIO PATIO PATIO PATIO PA710 PATIO g®2-HR a0 4x4x1/4 Th.COL. 4x4xl/4 T.S.COL. 4x4x1/4 T.S.COL. 4x4x1/4 T.S.COL. FIRE WALL 610'e• 3 IQ"x9 I/4" 16'O.C. A3.1 IB"=1'-0" 2x10'e a 3 I/L"x91/4" x0s a 16"O.C. 9 IR'x91/4" 2x10'a PLAM HDR / P'LAM MDR I6"O.G. 16"O.C. 3 I/I"x91/4" A FIRST FLOOR PLAN CLEFT WING) PLAM HDR NOTE: PLAM HDR ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER',PART VI OF THE DEPARTMENT OF HOU6MG AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER(- FINAL FAIR HOU6MG ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1951.THE r IBI'-0° PROJECT MU5T ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS n IMPLEMENTED BY THE'IAJIFCRM FEDERAL ACGE55161LItt STANDARDS'(UFAS)MID PROTECTED AREA 4'-m" 20'-b" 16"O.G. 5-0" 51.01.A� Ib"O.G II'-0" II'-0" 9'-b" 5'-0" 5'-0" 9'-6' II,_0" II'-0" 9'-6" 5'-0" 5'-0" 9'-b" 20'-6" 9'-0" M CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE �. EA SIDE OF 2•HR WALL 3 I/2"x9 I/4" 2x10'e• 2x10'a s 2x10'e• 2x10'e• 3 1/2'k9 I/4" OF ACCESSIBILITY SHALL BE OOMPLIED WITH. P'LAM MDR 2,''O'• e 3 1!1'x9 1/4'I PLAM HDR I6"o.C. 16"O.C. 3 IR•x9 V4"I PLAM MDR I6"OC ibx'10peC.• PLAM HDR W 4x4x1/4 Th.COL. d 4x4x1/4 TS.COL. 4x4x1/4 TS.COL. 4x4xI/4 TS.COL. ® PATIO PATIO I PATIO PATIO PATIO 31/2"x91/4" '-0"�4MJ3I/!"x9 I/4" - 3 IR"x9 I/4• 3 I/!"x9 I/4" PLAM HDR c 3 IR"x9I/4"PLAM HQR © © O3 P'L'4µNDRO 3 ® O PLAM HDR© © O © ©4y P'©M MDR m "STHDI4" 4 _ "STHDI4" "5PH DI4" "6THDI4" "STHDI4" "STHDI4° A "STHDI4" "STHDI4" © O 3 3 - OR AWl O OR D OR OR OR© C C- C (x9 I/4" °R 3 LAM I/4" 3 LAM I/4° asl oR oR A "PHD2" 0 O O PHD2" 3 I2 PHD2 1112 "PHD2" "PHD2" "PHD2" 3 I/2"x9 I/4" p. 9411) l{ 3 IR"x9 IR" -.p -O PLAM HDR PLAM HDR'0 7 p PLAM HDR Q U ll - O I PLAM HDR - 3 I/2"x9 1/4"=O O 3 I/2"x9 I/4" PLAM HDR '- I = A I-BR UNIT 2)2xs I-BR UNIT c r 1-BR UNIT PLAM U MDR a PLAM HDR S _--- --- m - I 2-BR UNIT-• -® TYPE'B' (2)2xB -m m f2)2x6 (2)2xs i-BR UNIT c e m 2-BR UNIT _ m m m HDR 1 TYPE'B' m m TYPE'B' - .e 22"x30" °' TYPE'B' WBxl3 1 ® HDR HDR 1 HDR TYPE'B' m TYPE i�''I O' CRAWLSP. - __ __ w&x13 1 ® WB 3 x ------- --W---- WBxl3 • y; DENOTES SHEAR ------- I I i i ------- ------- - 52f10 9� WALL E SCHEDULE a ACCESS \-(2)2x5 % ss I a� SEE DETAIL A/A53 Xqp xHi ------_ _ _ _______ HD 2x © I,d i b :p "STHDI4"OR"PHD2" W ° ° x1 B I 1 ° . . °w . .d a ° ° ------- - - ------ �� 5 DENOTES 14OLODOIN W �U� o II„II g,_6,� ,-6• C REQUIRED O ° �° � ® i I 3 i/1'k9 i/4" � a i oo ° ® ® ° °O O�j ioo ® ® __ - °O oo - __ O p P'LAM HDR _ __ - - v ._ - c�x�y�� � L�.1 ® Y 2)2xB C 2)2xS 2)2x8 C 7 DRYWALL 2)2xS �(2)2x10 c �(2)2x10 22x30 (2)2x10 LJ -—- HDR HDR HDR EXP.JOINT HDR HANDRAIL, HDR HDR (2)2z10 HDR a 9 1 q9 (7YP.) TYPICAL HDR �GORRDOR HDR 1®� ACCESSP HDR n _ _ __ UP 0o Oo -- i \ I ® ° o Oo\ ® ® ° - o0 0o 6 m 0 i � � I -i up ME ° r°x w - - ------- - ----- -- - - - c 9 1(I`1' N ESS10 ..x � j ® ® ------- ------- - - ------- STAIR ZB "/ r(2)2xB ° ❑w ' ° ❑w ° d❑ I I � A91 Q 1 HDR W5xl3 I (2 2x8-S © \1 O I ------- WBxl3 UlBxl3 UIBA i ___W_Bx13 HDR NOTE z �" ------- ------- ------- ' I Q I -( -- LLBx13 -- -- -- R� FIRE EMINGUISHER CABINET O I I-BR UNIT (2)2xB © Zv . (2)2xa� L _ FEc 2-BR UNIT Q 0 TYPE'B' I-BR UNIT 9 0 ki I- UNIT HDR © (2)2xB 1-BR UNIT 0 0 p 3 1/1"x9 I/4° <S (VERIFY AND LOCATE FIRE TYPE'A' =U HDR HDR " 5 — HDR TYPE'B' t C 2-BR UNIT AM MDR F • x/6 ��ag �+S EXTI�UK9HER8 AS CONFIF9 IED O I C m O F O 3 IR"x9 I/4" TYPE'B' O O 3 1/2"x9 1/4"-® O TYPE'B' 3 I/2,f69 �' C "STHDI4" Ix/lW G 12 i li y0 E4;a BY LOCAL FIRE AUTHORITY) sTq TYPE'A' V P'LAM HDR I y'G Q m C C C s? AM MDR. P'LAM ea I I ,i ;TVTI "STHDI4" 3 91/4"-• • 8T 4"P'LAM DR STHDI4 31R x91/4 m • 6THDI4" 312"x91/4" 57HDI4" STHDI4" C • we lF OF O [I" wax.,!lwC� OR LAM MDR- °� OR oR P'LAM HDR°1 OR PLAM NDR oR OR m OR F"/ m 33) LaM "PHD1° "PHD2" PHD2" OR ! ;•_�/ '� S �3 PHD2" ^ "PHD2° "PHD2" "PHD2" °PHD2" - � 1/2"x9 T/4" � 0 3 W-x9 I/4' 2x10'e 0 �$xl0b m 3 I/2"x9 114, Q © G Y 5-2-05 9 P'LAM HDR PLAM HDR 16"O.C. I6"O.C. P'LAM MDR 3 IR"x9 I/4" -0 4 4x4x1/4 TS.COL. PATIO PATIO 4x4x1/4 Th.COL. PATIO PATIO 4x4x1/4 T.S.COL. PATIO 'iY PATIO P'LAM HDR 0 4x4x1/4 iS.COL. � P t L 2x1_j® 3 I/2"x9 114"PLAM HDR 2x10'e•C�2-NR 2x10'e o 3 I/!"x9 I/4" Ib"O.G. 3 I/!x9 I/4" 3 I/2"x9 I/4" 2x10'e• 3 I/2"x9 I/4" FIRE WALL P'LAM HDR I6'O.C. P'LAM HDR PLAM HDR FIRST FLOOR PLAN (RIGHT WING) 3 I/2'S I/4" Ib"oz. P'LAM HDR 3 S SEE SHEETS A33,A3A,AND A35 FOR ENLARGED COMMUNITY WING 1 A3.1 A3.I I/8"•I'-0" P'LAM MDR ENLARGED UNIT PLANS. 20'-b" PROTECTED AREA 4'-0" U C4 r ------ -- -- ------ -- -- ------ r ------ y — ------ EA.SIDE OF 2-FIR WALL r------ I I I I i I - a 4x4x1/4 T.S.IL O O DECK 4x4x1/4 Th.COL. O O DECK 4x4xi/4 TS.COL O O CK 4x4xV4 T.S.COL. ra a io 3 I/2"x9 I/4" DECK o,TRUSSES I 3 1/2'x9 I/4' 1 �� • • .TRUSSES I 3 i/2"x9 I/4" I E • • TRUSSES US I ~ -PtA.M'HiDRHDR OI HDR O � OI HDROI �,1/2°xl/4�(2)2x8 24'O L __J (2)2x8 0 24"O L J (2)2x8 0 24'O L '-m" '-m 9 1 - "MST31" "M$T31° A "M8731• ?18T3T" "MST3l" "MST31" 'M$T3l" A 'M3731" I I 1 to Aw N N 3 1//"x9 V4" 3 I/2"x9 I/4" N£ N 3 1/2"x9 1/4" N N R A91 I I W A I w 3 I/1"x9 1/4" N N P'LAM HDR. P'LAM NDR NLL NLL P'LAM HDR N NLL 3 Ik"x9 I/4" Q r P'LAM HDR '� I w W o N N 3 1/2°x9 I/4" w N I r a a o 0 1-BR UNIT I-BR UNIT o 1 °I v --- P'LAM HOP- P'LAM HDR o 6" 5'- a l i-BR UNIT I-BR UNIT w 1 �I 2-BR UNIT a K TYPE'B' TYPE'B' a 2-BR UNIT I� a I w w 0 w w TYPE'13' TYPE'B' w w TYPE'B' I 3 1/2"x9 1/4" �`N TYPE'B' µEN (E`N `w µE w w µE r P,LAB HDRy� -- -- N N N N -- -- I I i FF•+��••II U Q r v I I i 01 n P. bUE1 0 v I I L_J 00 '-_ _ -- _ I 0 I I I DRAWN BY: RSS r-' DRYWALL _. .— - --- _ TIC' ON (2)2x1 (2)- F c !P)2x1m J (2)2x8 c !2)2x8 (2)2x8 c (2)2XIO I I I CHECKED BY: LWS 0 HDR I HDR HDR HDR HANDRAIL, NDR HDR HDR I I v 0 tee• C2)2x1m (2)2xIO EXP.JOINT i i I r zm ACCE ATOPNG. HDR CORRIDOR�HDR TYPICAL (TYPJ � 22SSAOTTIC I JOB NO: 04-061 m FEC zl PLOT = - - - OT SCALE: 0 - - - - - O 3 1R"x9 i/4" � � I i i o O o ° o 0 0 - o O o i I m P'LAM HDR I I i ® ° I I i A rx �• a EMIo O •O •O i ill i i° 31R"x91/4" -- -- -- -- I z P'LAM HDR I 2-5R UNIT I-BR UNIT © 1-5R UNIT I-BR UNIT ® 1-5R UNIT 2-5R UNIT I I a -—- --� TYPE B. TYPE'B' TYPE'B' TYPE'B' TYPE'B' TYPE'B' I I- I LEL'' 3 V2"x9 I/4° 3 1/2"x9 1/4" 3 I/2"x9 I/4" 3 1/2"x9 114" 3 1/2"x9 1/4" 3 I/2'x9 V4" I 1 I 91 = W P'LAM HOP. P'LAM HDR P'LAM NDR P'LAM HDR �P'LAM NOR P'LAM HDR I I I Q p r I "MST31" 'M8T31" "MST31" "M5T31" "M8731' 'M6T31" T75T3T' "M6T31° I 1 I — I I �-�- ---�-- HDR O O -- O HDR x O p I'ASt1 g 1 f 3 m"sc9-T/4"' --'7 r-- -3 m"x9-V4"- --'lO HDR OI OI � I J 3 IR"x9 I/4" P1FCs.TRUSSES MFG.TRUSSES MFG.TRUSSE5 r P. NDR - 4''0" 4'-m"I 9 P'LAM HDR P'LAM NDR a 24"O.C. I P'LAM NDR m I DECK D ( DECK DECK I DECK AM 1 ¢0 2-HR a 4x4x1/4 T.S.COL. O(w) 4x4x1/4 T.S.COL. O O 4x4xV4 T.S.COL. O O x4x1/4 T.S.COL. FIRE WALL I I I I L------------ J L---------------------J L-------- -----J A SECOND FLOOR PLAN (LEFT WING) ALL CONSTMZTICN MUST COMPLY WITH THE FEDERAL REGISTER,PAR(YI OF THE A32 8"-I'-0" DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISV.THE r 181-m" PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 11313 AS AMENDED AS n IMPLEMENTED BY THE UNIFOR'1 FEDERAL ACCESSIBILITY STANDARDS'fUFAS)AND PROTECTED AREA 4'-m" 2m'-6" 9'-6" 5'-m" 5'-m" 9'-6" II'-m" II'-m" 9'-6" 5'-m" 5'-m" 9'-6" II'-m" II'-m" 9'-b" 5'-m' 5'-m" 9'-6" 2m'-6" 9'-m' M CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE EA.SIDE OF 2-HR WALL r —————— — s ------ r — ------ A91 ------ -- -- ------ � r OF ACCESSIBILITY SHALL BE COMPLIED WITH. � I I I 1 , 4x4x1/4 T.S.COL. O O I O O 4 4 I/4 T.S. COL 0 DECK D CK 4x4xV4 T.S.COL DECK 4x4x1/4 TS.COL. I O O DECK x x . 3 I/1"x9 I/4" 1 .TRUSSES I 3 IR'x9 I/4" 1 .CL< TRUSSES I 3 IR"x9 I/4" DECK .TRUSSES 13 I/2"x9 I/41 _ _ O P'LAM HDR c (2)2x8 L- g'L_Alq.}Ig�. __J _ /2)2x8 L---�'�A �I --J !2)2xS o 24"O. . ___ - PA R a 0 0 0 24 p. O OI HDR OO OI I OO HDR OI IO OI NDR OI I I I "MbT31" A M8131" MST37 'MST31" M5731" "M5T31" A MST3T" M5T31" I , Aw N N 3 1/2"x9 114" 3 V2"x9 V4" N N 3 V2"x9 V4" 3 12"x9 1/4" N N Aw `s 3 IR"x9 I/4" w m µ P'LAM HDR P'LAM HDR w P'LAM HDR P'LAM NDR zo- 3 AMI 1 ID P'LAM HDR I 3 12"x9 I/4" N O P'LAM HDR r I-BR UNIT 1-BR UNIT 1-BR UNIT N T--- I �� P'LAM NDR _-- I I 2-BR UNIT & m to I-BR UNIT w 2-BR UNIT w �w TYPE'B' 0 TYPE'B' S-' TYPE'B' w �� 5 TYPE'B' �N µE w TYPE'B' tl1 N N N A I o• w I _ DENOTES SHEAR A00 O WALL R• --- N I SEE DETAIL AF/A53LE A,97� 1 - -- -- - ----- ------ -- - ------- Mil 14------ -- - ------- :9 W TIST45"DENOTES 1 6" 6" - �— HOLDDOWN REQUIRED O W G.B. 1 I' B ® I a I I ° A9] ° �_ 3 IR"x9 I/4" [�] C o - -- ° -- - o O o o O o - P'LAM NOR F1 U I 22"d3m"ATTIC 2)2xS C 2)2x8 2)2x8 C DRYWALL 2)2x8 �(2)2x10 C �(2)2x10 FfC ✓I F 0 a (2)2x10 I ACQE56 OPNG. I%i HDR HDR HDR EXP.JOINT HDR ANDRAIL, HDR HDR i ' HDR zm B 0 'v I I I i._,I (TYPJ (2)2x1m (2)2xlm �i At TYPICAL ""�� CORRIDOR 0"ATTIC 41 I O - - - HDR \ - 22 65 OPNG. I r C) 1 HDR _ AC ON IDIN I -- - ° O° - -- ° ® ® ° -- - o 0 0 - -- . ® ® ° -- - o CIO - -- raa r<x � _. - ------ wr -- ------- _ ______ ISTAR NOT oF ESSI\ roq w � FIRE EXTINGUISHER CABINET QP I I FEC (VERIFY AND LOCATE FIRE 9 EXTINGUISHER5 AS CONFIRMED z O 2-BR UNIT i-BR UNIT I-BR UNIT I-BR UNIT 5 BY LOCAL FIRE AUTHORITY) I j II-BR UNIT 2-BR UNIT TYPE B TYPE B' TYPE W TYPE'B' TYPE'B' TYPE'B' _—_—___ 0 '1'IgTF O PZ.O I 3 I/2"x91/4"Q II Ii "M5T31" 1r M57g1 MST3 � P'LAM HOP, 1( "x91/4" 3 1/4" 2 31/2"xS P'LAM HDR 3 WNS 114" pLAM NOR. HD PLAM NDR SPLAM NDR R MST31 N M5T31" TiST31" �} F p I L I I-- P'LAM NDR 1O HDR I TPoJS Or 34 AM NDR I -- i NDR O TPoJS I r P'LAM HDRO --lO HDR O iRUS ___�j 5-2-05 4"O.C. I o�q,O.C. 3 1/2"x9 1/4" O 4x4xi/4 T.S.COL.I DECK O pEGK 1 4x4x1/4 TS.COL. I DECK O O DECK 4x4x1/4 TS.COL I DEC O O D CK I 4x4x1/4 T.S.COL. P'LAM HDR I¢ WALL B - - I I o2-FIR I L---------------------J L- ------------------J L--- J ------------------FIRE FLOOR PLAN (RIGHTUJINC">:) NOTES: A3.2 SEE SHEETS A33,ASA,AND A35 FOR ENLARGED COMMUNITY WING t ENLARGED UNIT PLANS. a 17L 17 F r-)] �jj I-BR UNIT w a N TYPE 'A' U' o 2-BR UNIT I-BR UNIT nYn I-BR UNIT g 2-BR UNIT o TYPE 'B' TYPE 'B' TYPE 'B' C, TYPE 'B' 3 F Q z i V LIE- ° ------- ------ ElmOo . ® Oo _ ® > 00 OoWP/GFie 3 - C O _ F C DRAWN BY: RSS 3 S O S O CHECKED BY: LWS ® ® JOB NO: 04-061 r" -- - - -- FIRE EXTINGUISHER i/ -- - o O O o - -- -- - 0 - -- ® ® o O O o TO HOUSE CABINET ALL FIRE ALARMS AND \I I \I PANEL �S TO HOUSE SMOKE DETECTORS TO e PANEL BE INTERCONNECTED11I vex - . . — rvn w .aa rm au i au ..� i AT ALL COMMON ALAS --------- -------- ---- ------- ' ❑w ° ap i 2-BR UNIT 1-5R UNIT -- z TYPE 'A' I-BR UNIT 1-5R UNIT TYPE 'A' I-BR UNIT 2-BR UNIT TYPE 'B' TYPE 'B' $ TYPE 'B' TYPES. C� w D g 00 00 i NOTE: _ 0 ALL MUST A WIT14 T14E rEDFRAL REGISTER,PART VI OF FIRST FLOOR ELECTRICAL PLAN (LEFT WING) EPARTMENCONSNTTCON OFI HOUSING ANDPLY URBAN DEVELOPMENT,OFFICE OF HE ASSISTANTS A SECRETARY FOR FAIR HOU6ING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- ^ FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSI.THE r a PROJECT MUST ALSO MEET THE FEHABILITATION ACT OF IS 13 AS AMENDED AS n IMPLEMENTED BY THE'UNIFOSM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)MUD IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE T14E GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. O O O O O O NOTES: SEE SHEETS A113,AII.4,AII5 AND Allb FOR ENLARYaED UNIT d COMM,WING ELECTRICAL PLANS. NOTICE: O THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT CO.AND AIRE PROTECTED BY LAW.THEY MAY NOT BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN ORUSEOAPPROVAL OF E PLANISL"DEVELOPMENT CO.THE REPRODUCTION — 1 2-BR UNIT I-BR UNIT I-BR UNIT 1-5 U T 1-5R UNIT 2-5R UNIT W OR OF THESE PLANS IS UN4UiHORIZED AND 70U WILL BE ^ PURSUED i0 THE FULLEST EXTENT OF THE LAW. IQ�i TYPE 'B' TYPE 'B' TYPES' TYPE 'B' TYPE 'B' TYPE 'B' TO HOUSE 04 PANEL Z a . TO HO�1 ' ' FIRE EMINGUISHER 1PQ 0 PANEL �� 0 -- - O O° ® -- - O - -- __ - 00 O o CABINET 1�1 U D ® C O c 6 O c - -- 5 ® ® � a Q 3 3 0 ----- \ / ALL FIRE ALARMS TO TO AND SMOKE DETETEGTOR9 � .i au ran _________ _____ °• i . ; i . BE INTERCONNECTED i pESSIONA---- --------- --------' -----'--- AT ALL COMMON ASLEM P� ! 9 __ v 9q NOTEL oZ 2-5R UNIT 1-5R UNIT FIRE EXTINGUISHER CABINET S TYPE 'A' I-BR UNIT I-BR UNIT TYPE 'A' I-BR UNIT 2-5R UNIT FEc (VERIFY AND LOCATE FIRE EXTINGUISHERS AS CONFIR`1ED TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' BY LOCAL FIRE AUTHORITY.) srgrF oP�o 5-2-05 00 00 00 I,�Z��g A11.1 FIRST FLOORELECTRICAL PLAN (RIGHT WING) PROTECTED AREA 4'-0" PROTECTED AREA 4'-0" 4'-4" EA.SIDE OF 2-PR.WALL EA SIDE OF 2-WR WALL CL o 2-HR a 2-HFZ fs FIRE WALL FIRE WALL X a B 3/4"1 1 I B 3/4"f I 0,v'7 5'-0"WING WALL I 5'1'•0 3/4", �/ EXTENSION,SEE I 1/8" Tg� DETAIL C/A3.4 5'-10 3'-S" 6'-10" 2'-9" 6'-4" b'-4" V-10 b2" 4'-S IR" 3'-b" 6'-b" T'-6 3�" V.a a �/ II I A I I I GAS F.P. v 09 i 1 II I AS-3I I I I I I 2"G.T.HEARTH I ,I II I i I I I I I I • � �� 3� � H LA P'LAM.HDR bxb COL P'LAM.HDR i P' M. DR A93 P'LAM.HDR I I (W�j jjCC ti� O o RHO: I 15 PLAN VIEW I I�EF. I GAS FIREPLACE 6"FIRE RISER CH_ i li A m^ 3-I/2"xS-1/4"P'LAM.NDR\(eY I w 4"FDC 61 I ® i 11 AM2 \ CT.HEARTH I b'-I IQ" DRAWN BY: RSS I KITCHEN 11 m'k I 2,-®n CHECKED BY: GAM �2 T e JOB NO: 04-061 +— Q 1� '> a0 EXERCISE I I . PLOT SCALE: 1/4"=l'-O" 1, Lj I HDR d ~ it m i SD I e, A92 I 9 m _ OI S 11 V. S 1 ~ I � �W ®1 LINE OF 2ND ;q I C I °" 1 PLR ABOVE I s I 0 1 MECH. _ __ I LOUNGE I a m I I I I 6x6 COL. OPEN TO ABOVE 12)2xB I I o II , HDR I ' I I • I W GYP.BD.FINISH X 11 5 I/B"xl2"GLB. - - --- I 9 TO BE MEDIUM d �24F-V4 DF/DF \ , w KNOCK-DOWN 1/4" / 14� 1 i TEXTURE W/BULL- �x ZO 111 I II I rim S. 0 O HW/C�� �" i I ) NOSE CORNERS a I ELEV. 5'-13/4" " 0 10'-01/2" S. I -0" `CHASE WALL TO BE SLOPED BACK AND I 5/8"G.B.G OVER m ' w ' I B C $ / L I ,• m e Ads I I i M AT CEILING ABOVE 2x4 FRAMING bxb COL. A3.4 A33 bxb COL. _ I - I I r- �. AS REQUIRED ❑ PLANTER®42' P AN1ER•42" 14 q I %S 1 ----- ---- --- ---- I 0 -A A I (2)2x8 7 TO. (2)2x101 5 1/8"x18"GLB. HANDRAIL,iYP. 2x8 CARPET (2)2x10 I . 24F-V4 DF/DF 0 1 HDR 1 o = y HDR Lam' I HDR I m I - O = O II I CORRIDOR s I ` C.T.SURROUND O 9'-3 I/4" 6 3/4f 3,.9 I/8n 21 I m 1+ I bx6 COL. 6xb COL. bxb COL I HDR 8 I GA8 F.P. q GAS F.P. -������-- ��� -- I "�i C.T.HEARTH I , I LINE OF 2ND FLR ABOVE 51/8"xl8"GL5. 24F-V4 DF/DF I ;/ \ ; ELEVATION SECTION 1 I I ri it I I i -- ' IREPI- 1,C �L�VIO,tION E- j I I _� ' r e ^� WAITING ' I 1 � 1 / ;u, �\ I I C - OPEN i0 ABOVE \ I LB , I T.S.3 1/!x3 1/2xl/4 ® p —_—- I $TO i � 'm ' COL. m (2)2x8 —� , }_" A33 IR"=1'-0" I I HDR T.S.3 I/2x3 IRxI/4 '[ALL WALL INFO. lv I i I i ---- rvo ------ COL. - (2)2xb®12"O.C. I STUDS A A I�WBx21 STL.BM m - (5)2x6 KING STUDS 3 IR" I I II A92 i AROUND OPENINGS 4'.0, I 41. I 11 "6THDI4" I 3-1/2"44/4" 3-12"x9-I/4" 3-1/2"x5-1/4" STAI I oR I P'LAM.HDR P'LAM.HDR r P'LAM.HEIR 11 "PHD2" I m 13 16'DEEP MAILBOXES I I O I ASPHALT COATED GALV.� I Otis O lO 1 - - - 1 c © 3/4"CDXX PLYWOOD L LINER OVER © �(it� I AB.I Ix WOOD CAP A 10 ;; I I i ems• I 2xl2 CONT. W I I I I I I m l AS3 1 m I I I ra 5/8"GYP.BD. x - 4x41/4 I I 9 2x4 STUDS m 16"O.C. (~ T.S.COL. I I m 2x6 STUDS a Ib"O.C. O DENOTES SHEAR Z WALL PER SCHEDULE NOTE:II + 1 I SEE DETAIL A/A53 FILL BOTTOM 3"OF 11ti O�� I I I 'IPHD2"DENOTES PLANTER W/PEA GRAVEL OLDDOWN REQUIRED I I W LO 1 Iil 1I1 IIII I I I I I I WP �I I II NOTE � FIRE EXTINGUISHER CABINET S O II I I I I ( ( I I I FEC (VERIFY AND LOCATE FIRE Tq/f OF 0 EXTINGUISHERS AS CONFIRMED I'-3 3/4111 Id 1'-3 3/4"t BY LOCAL FIRE AUTHORITY.) 43'-4 3/8" �q fl NOtE 5-2-05 NOTICE: ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER,PART VI OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT J� FIRST FLOOR PLAN (COMM. WING) DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT SECRETARY FOR FAIR LJOUSNG AND EQUAL OFPORTUMMY-24 CPR C14AFMR I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,153L THE A p� /� -0" 2,164 5Q.FT. APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1313 AS AMENDED AS PL M"4NITER DIST A I L OR USE OF THESE PLANS IS INAUT14ORIZED AND YOU WILL BE IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'arm ANDt� FURS"TO THE RJLLEST EXTENT OF THE LAW IN CASE OF COWLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE JI .3 OF ACCESSIBILITY SHALL BE COMPLIED WITH. AG � , a TO HOUSE L FIRE O 5 To PANE NEMA'3R' FU WP/CFI 30R 2.25A 0 HOUSE IVR+ HOUSE PANEL ITIQ CHEN 3 ® o v CRAFT ROOM �y a F a ���pppOl I O F , r v W a N a L J y L`J L`J l L`J A H v 18 OELE O O -- OPEN TO m ��.�y/W Ia N CEI*l, r F � ( - _--a2 BELOW S w hil� a O m m- I ^n NOTE: I ELEV. ® L L�R I I ® � I I NOTE: I 1 ELEV. L'J L'J L'J _ RL ALL FIRE ALARMS AND _ i i i ALL FIRE ALARMS AND SMOKE DETECTORS TO ,�i , I I� SMOKE DETECTORS TO , ♦ -�I i S O=jC Ui BE INTERCONNECTED _� [ BE INTERCONNECTED N m It IL AT ALL COMMON AREAS AT ALL COMMON AREA F Mf O O O DRAWN BY: RSS CHECKED BY: GAM r U,AITING r ;i i r 1 r 1 r 1 JOB NO. 04-061 II Ii S J i �i 'i i L`J I L'J L'J I ' PLOT SCALE: 1/8"=V-0" Q 'm � I OFFIC 6 i \ ; �� I I r 1 BELOW PEN TO n n 1 I I I I I I I I I I I I 4 L ® J L J L`J L`J L`J dD J WP TO HOUSE PANEL I I NOTE ■ ■ FIRE EXTINGUISHER CABINET ■ ■ L __ IBC (VERIFY AND LOCATE FIRE a EXTINGUISHERS AS CONFIRMED BY LOCAL FIRE AUTHORITY.) uIT N W O Z �A1 FIRST FLOOR ELECTRICAL PLAN (comm. WING) �B1 SECOND FLOOR ELECTRICAL PLAN (COMM. WING) c AII3 1/a"=1'-0" AII3 va"=r-m" ICI Tom, aA V1 ~ Nye_ AT THE MC.ACCESSIBLE UWTS AND AT A MIN OF(1) ADDITIONAL UNIT PROVIDE THE FOLLOWING(ITEM 9 4 7A NOTE: I. ALL ALARMS/SMOKE DETECTORS SHALL COMFOR1 TO I T 1 66( THE FOLLOWNG: ALARMS SHALL PRODUCE A SOUND NOTICE: ALL CONSTRUCTION MIDST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THAT EXCEEDS 114E PREVAILING EQUIVALENT SOUND THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE A651STANT LEVEL N THE SPACE 0Y AT LEAST 5 DECIBELS,OR DEVELOPMENT CO.MID ARE PROTECTED BY LAW.THEY MAY NOT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- EXCEED ANY MAX SOUND LEVEL WITH A DURA71CN OF [..1 BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH b,1991. THE 30 SECONDS BY 5 DECIBELS,WHICHEVER 16 LOUDER APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IS13 AS AMENDED AS ALA41 SOUND LEVELS SHALL NOT EXCEED 90 DECIBELS. O OR USE OF THESE PLANS 15 UNAUTHORIZED AND YOU WILL BE IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'NFAS)AND PURSUED TO THE FULLEST EXTENT OF THE LAW. IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE 2. ALL ALARMS/SMOKE DETECTORS SHALL FLASH AS A OF ACCESSIBILITY SHALL BE COMPLIED WITH. VISUAL EMERGENCY ALARM IN CONJUNCTION WITH AUDIBLE EMERGENCY ALAR15,WITH A FLAS14MG FREQUENCY OF 5 HL THESE VISUAL ALARMS SHALL BE INSTALLED IN THE SAME SYSTEM AS THE AUDIBLE EMERGENCY ALARMS. NOTES: 3. 110V SMOKE DETECTORS SHOUN M EACH APARTMENT SEE SHEETS AIIA,Ails,Allb,4 AIL1 FOR ENLARGED UNIT 1 COMM.WING UNIT TO BE PROVIDED WITH BATTERY BACKUP,5N ELECTRICAL/HVAC PLANS. ADDITION TO BEING HARD WIRED. A. SMOKE DETECTORS AT ALL HANDICAP UNITS TO BE . EQUIPPED WITH AN ACCOMPANYING STROBE LIGHT. 5. ALL BACK-TO-BACK ELECTRICAL BOXES OR OTHER O w ELECTRICAL SYMBOLS SCHEDULE EQUIPMENT OR UTILITIES INSTALLED IN THE WALLS r SYMB. DESCRIPTION STAB. DESCRIPTION SEPARATING EA DWELLING(NIT MUST BE SEPARATED BY A MINIMUM OF 24"HORIZONTALLY.PROVIDE APPROVED 11 W ® DUPLEX OUTLET 2'X4'FLUORESCENT LIGHT FIXTURE MEMBRANE AND THROUGH-FENEIRATION FIRE STOPS a DUPLEX OUTLET-2 WAY SWITCH CLG A5 REQUIRED.LIGHT FIXTURE a b. PROVIDE CONCRETE ENCASED GROUND N BUILDING ®UP/GFI UEAT14ER-WOO DUPLEX OUTLET WALL LIGHT FIXTURE FOUNDATIONS IN ACCORDANCE WITH THE 2002 NATIONAL ELECTRICAL CODE(NEC). T^ ®� UND I DUPLEX OUTLET W/GROW FAULT INTERIIPROR + GARBAGE DISPOSAL V1 R 220 v RANGE OUTLET 1. KITCHEN COUNTER RECEPTACLES AND SWITCHES SHALL BE FI ❑ TELEVISION CUTLET MOUNTED ON FACE OF BASE CABINET IF SHOWN. N ® SPECIAL CONFECTIONA TELEPHONE OUTLET W 8, PROVIDE MN 4"DIA GALVANIZED DUCT THRI ROOF W/ O J FLEX TO WATER HEATER & W WALL TELEPHONE OUTLET FAN GOOSENECKCTRICAL�WOR EACH EXHAUST 'Z EXHAUST FAN d SINGLE POLE SWITCH TIMER CONTROLLED EXHAUST FAN 43 THREE-WAY SWITCH 3 MOUNTING HEIGHTS FOR SWITCHES N OUTLETS ARE AS FOLLOWS: QT THERMOSTAT <S> IONIZATION-TYPE SMOKE DETECTOR HANDICAPAIRAS UNITS: OUTLETS: 24-INCHES AFF.CENTERED 1 10 v SMOKE DETECTOR-RESIDENTIAL EXIT LKMT ql) ® OUTLETS/SWITCHES ABV.COUNTERS: 42-INCHES AFF.CENTERED FIRE ALARM HORN SWITCHES; 42-NC14ES Arr.CENTERED Go ELECTRIC BASE BOARD HEATOR •(2) TNERYIO$TA75:1 4B-NCHES AFF. ENTERED(MNU O F❑ FIRE ALARM-BREAK CLASS SWITCH EMERGENCY LIGHT •(3) ELEC.PANELS: 36-INCHES BELOW CEILING TO TOP OF PANEL _ tO a FWR6E CN.L-CORRIDOR LGeM ®FA FIRE ALARM CONTROL PANEL ALL OTHER UNITS: ❑0 NURSE CALL-BED STATION NO. MRSE CALL PANEL OUTLETS: I8-INCHES AFF.CENTERED / ME M1R5E CAI L-BATH STATION JIMMEN& OUTLETS N SWITCHES ABV.COUNTERS: 42-INCHES AFF.CENTERED HOUSE PANEL ST �p SWITCHES: 48-INCHES AFF.CENTERED '9?E G pP THEW05TATS: 48-INCHES AFF.CENTERED ELEC.PANELS: SAME AS ABOVE 10.THE ELECTRICAL CONTRACTOR WILL BE REQUIRED TO •(U MOUNT AT CEILING ABOVE DOOR-CONNECT TO LINE SIDE OF SWITCH CONTROLLING ELECTRICAL SHOP DRAWINGS SHOWING LIG14TING,OUTLETS, LIGHTS IN AREA WHERE INSTALLED-W/BATTERY BACKUP. PANEL SCHEDULES,OIRCWTNG,ETC,TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTPoICiION.THESE 514OF DRAWINGS 5-2-05 •(2) 2000 WATT BB NEATER-FURNISH All INTEGRAL THERMOSTATS SHALL SHOW ALL ITEMS REQUIRED BE THESE CONTRACT DOCUMENTS MD THE CITY ELEC.DEPT. R3) MOUNT AT WALL+1'-6"ABOVE FIN.FLOOR -CONNECT LINE SIDE OF SWITCH CONTROLLING 11. THE SHOP DRAWINGS TO BE STAMPED BY A LICENSED LIGHTS IN AREA WHERE INSTALLED W/BATTERY BACKUP. IDAHO ENGINEER M1.3 12. PROVIDE MN.4"CIA GALVANIZED DUCT THROWN ROOF W/SCREENED GOOSE NECK OR CAP FOR EA EXHAUST FAN SHOWN ON 114E ELECTRICAL DRAWINGS. PROTECTED AREA 4'-0" EA.SIDE OF2-HR WALL PROTECTED AREA JALL EA.SIDE OF 2-HR WALL IRm 2-HR E WALL o 2-AL 4'-0„ IRE WALL 4'-0" Ix WOOD CAP �•I�i2, I I ®42"AFF.UJIWS a W UALL 8 3/44II 51'-0 3/4"1 I 15 3/4" Ir 1 NAND-RAIL C EXTENSIORISEE a/I , ®34"-SEE SPEC. r ti DETAIL C/A�A 6'-110 3/8" 5'-3 1/2" 3'-0 IR" 6'-4" 6'-4" T-2 1/2" 3'-11 1/2" 6'-6. i'-6 3�" 5/8"GTP.BD OVER �•/ m 1 I 1 2x6 STUDS m 16"O.C. A BUILT DIRECTLY >ABOVE BEAMSa'a� ttpp Ii II I A93 I I I I it i I m 9 5-I/8"x18"GLB, V F g a� g III I I I I I I i .I I 24F V4 DF/DF 1 LB. 24F-V4 DF/DF wF J3 0�7,,J,E 11 I I_— _ -- — Z y. —1 3-IR"x9-I/d" 3-I/2"xg-I/4" 3-I11kg-I/ 3 -P'CAPL 01 11 16 FOLDING TABLE I Iow I FI 48"NIGH 2x6 WALL 1 I W/WOOD CAP FOR DRAWN BY: RSS I GRAFT ROOM I DRYER VENTING FINISHED FLOORING ON 3/4"i4G CHECKED BY: GAM 1-3 4"09B/2"T FLOOR ONJOB N(Y 04-061 1 I A�3 C I I I � LAUNDRY A I 1 � T PLOT S;CALJ=: 1/4"=1'-D" - t II I 24"Dx36"H m , I A'32 I Q 1 LAM.TOP I I i I 1 I 1 � 2ND FLR. CORRIDOR � 1 OPEN TO BELOW r 1 It2x8 A L )2x8 HDR V-2 3/I " 2I'-i 3/4" W/C I , I d 6 ELEy. I IHIc ; I ( (r 42"HIGH WALL ES \ A� / I LAV. m Q W/WOOD CAP CARPET r 1 1 r LINE 14 I I Fi �2)2x101 HDR HANDRAIL,ttP. 14 I r 6 Z 1 O (2)2x10 I v 12 INDR 1 (2)2x6 CARPET J II 1 I '-3 I/a, 6'-10" CORRIDOR 9 28'-0 314" HOP LU4Fy I HDR i 5 I 1 I I I I 1 1 I I i 1 I 14 'g I I i I I (2)2x8 >- 42"HIGH WALL Z r CAP W/DRIP 1 1 I METAL WALL HDR M W/WOOD CAP O I I I r EDGE L 5R4R p —_—_ OPEN TO BELOW 1 I l2J 2x8 r ' i 1 I 1 HDR r SIDING 1 TRIM AS SPECIFIED I I I II A9Z A i Q---- 4,0112" 14 1 I 1 1 1 3-1/2"4-1/4" Q I 1 WT48" 1 I P'LAM.HDR 3-1/2"xS-1/4" 3-12"x9-I/4" STAIR I 1 P'LAM.HDR m P'LAM.HDR I I A 1 I I I I WALL FRAMING 2x6 FRAMING E Q I h \�. B 16"OF.,TYP. II 1 1 po ----- 1\01 -------\O,I--'�—V-----1— I I I I I I I I I I Z a I I I I p I I I I I I I I I 1 i DENOTES SHEAR I h O I WALL PER SCHEDULE SEE DETAIL A/A53 Q ESSIO A( PHD2"DENOTES 6"GON . HOLDDOUM REQUIRED WALL 0 ''j:'' LL LO y o ------ NOTE � ;��.�: '9T P� �- ---------- I.- m FIRE EXTINGUISHER CABINET I'-3 3/4"1 'Er- (VERIFY AND LOCATE FIRE 43'-4 3/8" EXTINGUISHERS AS CONFIRMED ____________ _ BY LOCAL FIRE AUTHORITY.) - -----' 5-2-05 NOTE= ALL CONSTRICTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART VI CF THE SECOND FLOOR P1.14N COMM. WIN(3) DEPARTMBJI OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT ASECRETARY FOR FAIR HOUSNG AND EQUAL OPPORTUNITY-24 CPR CHARIER I- ''I^ SECTION FINAL FAIR HOUSING ACCESS IBILITY GUIDELINES DATED WED.MARCH 6,1g91.THE I,4 LL Q3.4 I/4"•I'-0" 1�18 5Q.FT. PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1313 AS AMENDED AS G IMPLEMENTED BY THE I NIFORI FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND A3.4 IR"=1'-0" IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE A3.4 OF ACCESSIBILITY SHALL BE COMPLIED WITH. a as 2® 7KITCWEN N2 42I- -----OOFAW ` FAW LIGHT LIGHT >E ae• BATH KITCHEN BATH /49-E ��I i CL'GF IivV PAN. DIfY�C is ? o BMW PAN. �ynov 3 W UTI� ED. �]7 1Q6D. UT d >TH Qm m �►••--11 yaD I � � N m 2LLILy�I-NG HoISE PANEL RHO Nov 1<3 ED SDV DRAWN BY: RSS CHECKED BY: GAM JOB NO: 04-061 IL VIPLOT SCALP: i/4"=1'-0" BEDROOM ❑V VnV BEDROOM m a NOTICE: dD THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT CO.AND ARE PROTECTED BY LAW,THEY MAT NOT BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN f I. APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION Z OR USE OF THESE PLANS 15 UNAUTHORIZED AND YOU WILL BE O $TOR 5TO PURSUED TO THE FULLEST EXTENT OF THE LAW. a bn8LE b TO W ® ® FU NOTE: ALL CONSTRICTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART A OF THE U1WF IUµ DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT -HA SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1- ❑ ❑ FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISV.THE OZ PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED All AG NEMA"39" NEMA"DR" AD. IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND NOTE-' uNli 3011 T-T5A 30/2 2-25A uNIT Nit IN CASE OF CONFLICTS,THE STANDARD TWAT WILL PROVIDE THE GREATEST DEGREE •SEE SHEETS 4113 FOR ELECTRICAL SCHEDULES 4 GENERAL NOTES. FLw FUW •SEE SHEETS AII3 FOR ELECTRICAL SCHEDULES 4 GENERAL NOTES. OF ACCESSIBILITY SHALL BE COMPLIED WITH. 0 �Q1 ENLARGED I-BR. TYPE 'B' UNIT ELECTRICAL PLAN ENLARGED I-BR. TYPE 'A' UNIT ELECTRICAL PLAN 654 SQ.FT. All.4 I/4"=I'-m" 654 5Q.FT. N E r' r-I E FAW Ca _____ _a'r - - -ff O O BATH I I , I I i BATH I O O LIGHT W.LC. / L� /LAW D o W.I.G. �I I LIGHT I / ' �\ Zry KITCHEN \ — �� KITCHEN I I •/2 I I I --- o j �0W i PAN. 10F 8D. T D ul rtl T IIOv�[y PAN. DPI --------- ------ A 100 GIVI TIMER o CO NTPJiFILIED CC CN1 TMR 0.GFAN IED.lov 110V CL*FAN O SD. SD. LL'G FAN W HOWe PANEL HOUSE PANEL W D. SD �r T,� r, B gym' Y0• B�m• �0•B � � a NINCs v BEDROOM BEDROOM `' v v IVINCs �-I v v BEDROOM BEDROOM 6M- i VT � 0 6I TO ® FU E b O R1 U1HF 5-2-05 NEMA"3R" AL. 30/2 2-T5A UNIT NOTE: NOTE: AC. NEMA"3R" FUR7 SEE SHEETS All3 FOR ELECTRICAL SCHEDULES 4 GENERAL NOTES. D UNIT 30l12-15A A11.4 ' •SEE SHEETS A113 FOR ELECTRICAL SCHEDULES 4 GENERAL NOTES. FURN ENLARGED 2-BR. TYPE 'B' UNIT ELECTRICAL PLAN ENLARGED 2-BR. TYPE 'A' UNIT ELECTRICAL PLAN Ail.4 a°=r-0" 696 SQ.FT. QII.4 I/4"=I'-0" 905 SQ.FT. NOTES: I. PROVIDE SOLID BLOCKING FOR GRAB BARS IN ALL UNITS THROUGHOUT, CLI s a ----- --- Q-CL -- -- Q-D --- ----- 0.HICw I LAY. 411 S`H �F O O O REF. °SHOWER L\V H#c f �O�//•y 20 I/4"I O RANGE W/EXH. O / I 16" sellFAN/LITE HOOD FHC RANGE W/E 121 I/B M FAWLItE Hoop 16" IS-b BATH m _ ITK CHEN 0 j KITCHEN Im I CARPET Kit.SWW/ CARPET I H/C IT.SIMC W/ BATH / z \ n LNE,TYR. GARB.DISP. \ GA .DISP. LINE,TYP. Im u O `> PAN. DW �1n SURFACE i o o i DW i PAN. N O 10` '/ i N �� ��j adz ab ffi j � u----' L--J PD.® I �i D 20"B'A'Rs41° 10"BARo41" 5)6. "' M W.I PANTED R iu 6HELVES . FAINTED ,I'ttDP. SHELVES, I fi X8� I0 (5)SNV, a - SHv. i C I LL 3 10 6'-1 3/4" 3'_V 2'-1' 3'-4 3/4" 2'-0" 1'-1" 3'-44" 2'-1" 3,_I, 6,_I3n 3q DRAWN BY: RSS 0 0 ° m o CHECKED BY: GAM TYING - JOB NO: 04-061 'NOTE: LIVING o BEDROOM G.C.TO COORDINATE FUR IACE PLOT SCALE: 1/4"-1'-0" MIN ROUGH OPENING DIMENSION BEDROOM W/MECHANICAL CONTRACTOR GG O COORDINATE FURNACE m PRIOR TO FRAMING MIN,ROUGH OPENING DIMENSION W/MECHANICAL CONTRACTOR (H PRIOR TO FRAMING F NOTICE: THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT Co.A14D AIM TECTBY LAU BE USED,COPIED OR MODIFIED�WITNWTDTHE PRIORTHEY WRITTENYNat OA I I c O APPROVAL OF THCMAS DEVELOPMENT CO.THE REPRODUCTION O ` OR USE OF THESE PLANS IS UNAUTHORIZED"YOU WILL BE z PURSUED TO THE FULLEST EXTENT OF THE LAW. ''OF v a I I � I I STOP- 6 a STOR I w FD. O— I DEC TIC - ----- NOTE _ EPARTMENT OF HOUSING AND URBAN TDEVELOOPMENT,OFFICE OF,THE ASSISTANT 4x4x1/4 T.S.COL. I I O O I 4x4x1/4 TA COL. '^ SECRETARY FOR FAIR HOUSING AND EQUAL OPPORNNITY-24 CPR CHAPTER I- 10. I FNAL FAIR HOUSING ACCES51LITY GUIDELINES DATED WED.MARCH 6,ISTL THE Z PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IS13 AS AMENDED AS IMPLEMENTED BY THE'UNIFOR1 FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND N CASE OF COPELICTS,THE STANDARD THAT WILL PROVIDE THE GRHATE6T DEGREE g,-®" '-2" 2'-0" 4'-0" 2'-4" 5'-0" _ 5'_®" y.q" 4'_0" 2'_m" I1_2" g,_0" 6'_m" OF ACCE55161LITY SMALL BE COMPLIED WITH. �1 ENL14RC�ED 1-5R. TYPE '15' UNIT IENLARGED 1-BR- TYPE 'A' UNIT 654 6O.FT. A35 4"=1'-m" 654 50,FT. 1.1 -m" yr ' 35,_m,� l I� 8'-8" 5'-0" 2'-9" W-21/2" 8'-41/2° 8'-Im" 9'-9" 1'-9" 5'-0" -------------------� - I ___________________ An. i _0 0 REF. 9 i rc 48 - 5)SHv u iREF. O ORANGE WNEXH. HWR a BATH IJm K TGH AfUL 1E OOD N IEKITCHEKIT,SINK W/ - "' LAV \ AT / ARBITDSSNIC W/ GARB.DISP. LA H/CAN. V au ® I LIN —� r PN.I DWIDW WD W D I LI 1D T ® m I ° ° 20"BAR•42" 9) O CARPET 1 r (g)S 20"BAR®41" LINE,TYP. 10 } 10 sµ �fm1� 2'-0" 3-10 /4" 9'-B" 4'-4" z 4'-4" 5'•B" 3'-10 3/4' 2'-0 [ ) W PAINTED WD. 0 H, CARPET �a6� SHELVES,TYR SHELVE UID. _ (2)Rt5 Rt5 Im � IT � F+a . SHELVES,TYP. r �p 10 BEDROOMa IVING m BEDROOM 4-IP MOTE: 'NOTE:G,C.TO COORDINATE PUR4ACE - BEDROOM G.C.TO COORDINATE FURNACE MIN ROUGH OPENING DIMENSION BEDMIN.ROUGH OPENING DIMENSION W/MECHANICAL CONTRACTOR a" W/MEIC14ANICAL CONTRACTOR PRIOR TO FRAMING PRIOR TO FRAMING 2 QP SSIONq� <9> O ALOW E 5 7 7 I o a STOR a rgreOF STO o-- 0 PD. a--- 10 F.D.o - O4x4x1/4 T.S.COL. I "" in 4x4x1/4 iS.COL. I O yS-Z-OS t I I i I I 2'4" 4'-0" 1'-10" ,_4�, q�_6,� 4'-10" 4'-0° 1'-2" 5'_6° 5'-8" 4'-Im° I 4'_6" ,_4", ,-10" 4'-0" 6'-B" 5'-b"®END UNITS ENLI4RC">+ED 2-5R. 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SHINGLE ROOFING z A9 SF'EC'D(TYPJ PRE-MAT•P. c> ROOF VENTS ROOF VENiB AS SFEC'D(TYPJ J Q tV n w (TYPJ (TYPJ J3 p!�m!���jj!�m a 12I- 12 B 112 @r 9 5 mm ••• W 15 S ❑ ❑ ❑ - - _ ❑ ❑ — - DRAWN BY: RSS CHECKED BY: LWS JOB NO. 04-061 -- PLOT SCALE: 1/8"=1'-0" ME �❑ ❑ — _ ❑ ❑ - - _ = FINISHED - — —_ -_ FINISHED GRADE - - GRADE Q GONG.PATIO SIDING 1?RIM CONG.ENTRY RAMGUTTER W/DOWN RAINGUTTER W/DOWN SPOUTS 1 SLASH BLK'8 CONIC.PATIO ST�PENTRY SPOUTS 1 SLASH BLK'S AS SPEC'D STOOP CONG PATIO BIDING/TRIM LONG.PATIO STOREFRONT DOOR AS 6PEG'D A6 6PEC'D AS SPEC'D W/PANIC/CLOSURE STOREFRONT DOOR HARDWARE W/PANIC i CLOSURE 0 HARDWARE 0- LEFT WING END ELEVATI0N RIGHT WING END ELEVATION a A43 9"=1'-0" PROVIDE S"DIA.ROOF JACK VENTS MIN.ISO,FT.OF FREE'AREA OF VENT FOR EACH 150 SQ.FT.''OF ATTIC/ROOF AREA AS REQUIRED BY IB.C,SECTION O 1203.2 Z CE, NOTE, THN ES PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS NOTE• DEVELOFMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE Q BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF TH TRUSSES TO BE CONSTRUCTED IN ACCORDANCE W/CITY E ASSISTANT TRUSSE LOADS. APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- DESIGNSHOP DRAWINGS 70 BE STAMPED BY A IDAHD STRUCTURAL V 1 OR USE OF THESE PLANS 19 UNAUTHORIZED AND YOU WILL BE FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,T99I. THE ENGINEER DRAWINGS SHO DRAWINGS TO BE SUBMITTED STRUCTURAL THE a PURSUED TO THE FULLEST EXTENT OF THE LAW. PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1913 AS AMENDED AS ENGINEER. . AND THE CITY BUILDING DEPARTMENT FOR IMPLEMENTED NF THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'EST D AND REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. Fa M CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE CREATES?.DEGREE d OF ACCESSIBILITY SHALL BE COMPLIED WITH. 5� C) CL®2-HR CL 6 2-14R CL m 2-HR CL a 2-14R ^J FIRE WALL FIRE WALL FIRE WALL FIRE WALL QQQiiii SHINGLE ROOFING I W AS SPEC'D B I B a FRONT SIDE II FRONT SIDE RIGHTBACK 1 WING BET SLIDE OF [� 0 RIGHT OF RIGHT WI Vl H I WING 12 8 5- Y.IF• WING i I z ❑❑ ❑ ❑ ❑ ❑❑ ❑❑❑ ❑ j RAINGUTTJR W/DOWN RAINGUTTER W/DOWN SPOUTS/SLASH BLK'S SPOUTS/SLASH BLK'S SIDING 1 TRIM AS SPEC'f�' AS SPEC'D� . AS SPEC'D I i RAINGUTTER W/DOWN QQpFE 10Nq•99 - I SPOUTS 1 SPLASH O I I❑ I I 1E]❑ m m ILK'S AS SPEC'D j W I i (TYPJ w S I I I FINISHED � sTgTF OF� O CONC.ENTRY GRADE CONIC.PATIO NOTE: PROVIDE 8"DIA.ROOF JACK VENTS COMM. WING FRONT ELEV14TI0N �01 COMM. WING RE,4R ELE\/,4TI0N Q.MIN.ISFT.OFFREEAREAOFVENT C FOR EACH 150 60.FT.OF ATTIC/ROOF 5-2-05 A43 8„-I'O" A43 8"=1'-0" AREA AS REQUIRED BY IB.G.SECTION @032 A4.3 I■■■■�■ ■�■■■■DTI■■solo SEMEN Now 0 ME -_ ■i------ -- ,r�'✓/r✓��. /✓�✓�c ./� I■■■■�\�';��/..%/.r/�/ I��I r■�I■■■- -•__- --a��I��I��I■II■■�■■■■��� ■�1 �4 ■E ilil l, -L'� -1 L■_■ V/�L��J��✓✓%///1/�:I��W(//l�a�/'/.�//L/ N■ol� milli J I-■�_-■.� _�- I-®_ l/C I.I C�L%C./I rJ/�IIJ/v+I✓!�✓✓,�✓/✓✓%���✓/�///��%✓..��%�ir✓.��r�rrJ�rU/' IIi�11■-j '-_o®.-E l=�l-■I ����L,�ri�/`�r�/�..�/%rr�em���as:N�p�!//�r/.✓.��i��v�/%�/,✓y�✓/✓/�sL.I�•/ ■��_ i■iIiIIiD - LJ - -mII■ •. EIS p l - 1� i 1► I 11 mill.■I�I- r r ■'='� � � Iloilo i� Elm 11I111111iElmo � moil[ ��IN `���II����� �- --C-milli i 111I� _ PNO" --. ��, II I1 silomiwm N,111111111 pqlm ■I� ff l% , -- - i y� ► - ! 1 mill mi�mi� ai./. �. 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I I � I A i I SHADED AREA INDICATES I Z I STEP TRUSS OVE ING I I I I r I I A92 i I i ( I i 5 r ' E�'I I 11 1 1 I I ! I I 1 i i i i I � I I I i i I I I I I I d I I 1 1177' j / / I I NOTE: TRW DRAWINGS AND TRUSS DATA SHEETS SHALL BE SUBMITTED TO THE ARCHITECT, W CITY OF TWIN FALLS,AND GENERAL CONTRACTOR FOR APPROVAL IN THE POW OF SHOP I I I I I DRAWINGS.-DRAWINGS SHALL BE SEALED BY AN ENGINEER LICENSED W 1 I I I I N THE STATE OF IDAHO AND THE DESIGN SHALL MEET ALL LOADING I� 1 I i I FASCIA LINE I REQUIREMENTS FOR THE AREA r, O 1 1 I I I II U I ROOF E RALLY SPAN TO THE �I EXTERIORTOR BEARING RININ G WALLS. SEE OVERALL FLOOR PLANS FOR BEAM a 1 1 I I 3 HEADER SIZES AND LOCATIONS. Q I 1 I I SHADED AREAS INDICATE 2X OR STEPPED TRUSS OVERRA MIND. I I I I I ALL OVERHANGS SHALL BE „- I I 24"UNLESS NOTED OTHERWISE. - II I 1 I I PROVIDE ENERGY TRUSSES AS $SION I 11 I SHOWN ON WALL SECTIONS. oQP A W II I II I I jl w L I I I I I I I I I E: T14ESE 1 I THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THCMA9 T �O 1 I DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT qrf p \OP 12'-1 1/2' I BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION B'-O" 20'-0" 13'-0" OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BEIle PURSUED TO THE FULLEST EXTENT OF THE LAW. 4S'-0" - 5-2-OS NOTE: ALL CONSTRICTION MUST COMPLY WITH THE FEDERAL REGISTER',PART VI OF THE }� I /� }�{T� III DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT FGOOr- FRAMING PLAN (COMM.O I I I. W I NG) SECRETARY FOR FAIR 14OUSM AND EQUAL OPPORTUNITY-24 CFR C14AFTER(- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 8,1354 T14E A52 I/4"=1'-0" PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IS13 AS AMENDED AS IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND IN CASE OF COWLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE A\5.2 OF ACCESSIBILITY 844ALL 159 COMPLIED WITH. U SHEAR WALL SCHEDULE SILL NAILING p" MK. SHEATHING- EDGE NAILING ANCHOR BOLTS SILL NAILING BLOCKING,CLIP REMARKS ALLOWABLE SHEAR PER SCHED. H.D. STUD PROVIDE TRIMMER TO a THK.& (E.N.) ®FDN. PLF HOLD DOWN PER UPPER w GRADE H.D. ANCHOR BOLT COVER BOLT HEADS 0 v 3/8"APA 8d 0 6"O.C.5/B"0x10' EMBED 16d 0 6"O.C.SIMPSON "A35" _ 260 PLF IF APPLICABLE FLOOR PLAN. ALIGN W/ PER SCHED. END WALL OR OPENING 0 Oj _ LOWER "HD"STUD WHERE BOLT IS 9" OR ai ONE SIDE ®48"O.C. ® 16"O.C. H.D. STUD BOLTS O3/8"APA 8d 0 4"O.C. 5/8"Ox10"EMBED 16d®4"O.C.SIMPSON"A35" _ 380 PLF ROOF OR FLOOR FRAMING LESS TO END OF STEM PER SCHED. `a ONE SIDE 032"O.C. ® 12"O.C. _ SYSTEM, SEE APPLICABLE SIMPSON CLIPS WALL, PROVIDE(3) #3 H.D. PER PLAN �I U) 3/8"APA 8d 0 3"O.C. 5/8"0x10"EMBED 16d 0 3"O.C.SIMPSON "A35" _ 490 PLF DETAIL PER SCHED. x HAIRPINS W a�n a OONE SIDE 0 24"O.C. 0 10"O.C. _ 24" SILL PLATE DOUBLE TOP PLATE SEE O 3/8"APA 8d 0 2"O.C.5/8"0x10"EMBED (2)ROWS 16d SIMPSON "A35" - 640 PLF : -_: —_: : :__-:__-_ __________ (/A3.8)&(E/A3.8) FOR END OF WALL ONE SIDE 3x STUDS 0 16"O.C. 4"D.C. ®B"O.C. _ ---- -- D 19 Fj z THREADED ROD SAME •� 'I SLICE m w= IF APPLICABLE O5/8"GYP. BD. 6d CODERS 5/8"000"EMBED i6d 0 4"O.C.SIMPSON"A35" 6d 04"O.C. 760 PLF SIZE AS REQ'D "HD" I' n N fZl V BOTH SIDES ®4"O.C. ®32"O.C. ® 12"O.C. FlELD NAILING 350 �� —�- E.N. PER SCHED. Z A.B. SIZE ( /) � — -:- a U FND. WALL , m SHEATHING IND 24 0 F.N. PER c� _____________ PER SCHED, SCHED. �DEEPEN FDN. WALL AND `� 3 HEADER PER STEM WALL WHERE REQ'D. 2x OR 4x BLOCKING SCHED. WD11 TO PROVIDE FOR ANCHOR � ®ALL PLYWOOD ( ) BOLT EMBEDMENTS. DRAWN BY: RSS EDGES COORDINATE NOTES: W/ SCHED. - TRIMMER STUD SIZE PER HEADER CHECKED : LWS •-- ----' ----- ---- - JOB NO: 04-061 1. FOR UPPER STORY TO LOWER STORY ONLY. SCHED. OR HOLD DOWN SCHED. HOLD DOWN SCHEDULE PLOT SCALE; 3/4"=t'-O" 2. SEE DETAIL (B/A3.8) FOR TYP. SHEAR WALL LAYOUT. E.N. PER SCHED. IF APPLICABLE H.D. SIZE ANCHOR STUD BOLTS H.D. STUD 3. BLOCK ALL PLYWOOD EDGES W/ SAME THICKNESS BOLTS SIZE 00 BLOCK AS STUDS. PROVIDE TRIMMER TO HEADER COLUMN 4. FIELD NAILING SHALL BE 8d ® 12" O.C. COVER "HD" BOLT SIZE PER HEADER 5. FOR ALL EXTERIOR WALLS SHEATH PONY WALL BELOW HEADS SCHED. PHD2 5/8"OX9" EMBED. (2) 5/8"0 (2) 2x a MAIN FLOOR W/THE SHEAR WALL DENOTED ABOVE E.N. PER SCHED. HD10A 7/8"Ox24" EMBED. (4) 7/8"0 2 2x THE PONY WALL W/APPROPRIATE HOLD. (i.e. CONTINUE E.N. PER SCHED. ( ) SHEATHING TO FOUNDATION) 6. FOR ALL INTERIOR WALL SHEATH TRUSS ABOVE THE UPPER HOLD DOWN FLOOR W/THE SHEAR WALL DENOTED BELOW THE TRUSS PER FDN. PLAN /J:,� A.B. PER SCHED. NOTE: (i.e. CONTINUE SHEATHING TO ROOF DECK) HOLD DOWN A.B. DOES HOLD DOWN ANCHOR, _ _ NOT REPLACE TYP. SIZE PER HOLD DOWN zwoA.B.'s SCHEDULE, (C/A3.8) CONT. STEM WALL A SHE,41R LUA" SCHEDULE PER PLAN A53 NOT To scaLE END SPACING NOTE: COMPARE HOLD DOWN STUD TO TRIMMER STUD 5" MIN. NOTES: REQ'D. PER HEADER SCHED. (WD11) LARGER SIZE GOVERNS. 9" MAX. 1. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" 2. MIN. SHEATHING SHEET SIZE SHALL BE 2'-0 x4'-O" 3. NAIL HEAD SHALL NOT BREAK OUTER PLY OF SHEATHING DBL.TOP PLATE W/ "MST48"STRAP OVER 4. NAILS SHALL BE COMMON WIRE TYPE. PNEUMATIC DRIVEN O TYP. i6d ® 16" O.C. LOWER TOP PLATE FASTENERS MAY BE USED W/ ENGINEER APPROVAL, SEE G.S.N. G HOLD-DOWN D8TAII. Q 5. E.N. = EDGE NAILING F.N. = FIELD NAILING 6. ALL REFERENCES TO "SCHED." SHALL BE "SHEAR WALL SCHEDULE" U.N.O. (A/A3.8). THESE INCLUDE NAILING, A.B., SHEATHING, BLOCKING FFF�777---444& CLIPS; SPACING & SIZES. w sHEAR WALL L14-rou-r \A53 NOT TO NOTE: C � SPECIAL STRAPS ARE ON ALL SHEARWALL TABLE OF EQUIV. FASTENERS STANDARD BOLTED CONN. SCHEDULE Q. LINES, DENOTED ON PLANS BEAM NO.OF A325X BOLTS REQ'D PLATE WEN CONN.CAPACITY FOR SIZE AND STAPLES, NAILS AND T-NAILS 3 FOR SIZE AND 3" NUMBER SEE SIZE 3/4°0 1'0 THICKNESS SIZE SLOTTED -1` P NUMBER SEE TYP. SCHEDULE (VALID FOR LATERAL LOAD ONLY) s DBL. PLATE LAP W1 SPECIAIL STR44P COMMON EOUN.SPACING OFAPPRT FASTENER W6 OR C6 HORI 5/16 3/8 8.5k I SCHEDULE NAIL SrAPIEs NaLS T-NAILS W8 OR C8 2 5/16 1/4 11.73k A38 3/4"=I'-0" SPACING 16GA.I 15GA.I 14GA .113"0 .131"0 W10 OR C10 2 5/16 1/4 11.73k CONN. PLATE I� O 1" 4" 1" 1 1/4' 1 1 2" W12,C12 3 5 16 1 4 n n FOR THICKNESS 6d AT 4" 3 1 2" 4" 5" 4' S" / / 23.53K CONN. PLATE FOR � � O W 6° 5° 6° 7° 6" 7 1 2° W14 3 5/i6 t/4 23.53K THICKNESS, SEE SEE SCHEDULE GJ 10 8 1 2" 8° 9 1 2° 8" 12" / / 37.64K SCHEDULE SHORT SLOTTED 4'-0° MIN. LAP 10" 8 1 2° 10" 12° 10° 12° W16 4 5 18 1 a �� I-a I� DBL.TOP PLATE W/ (4) i6d 12" 10" 12" 14 1 2" 12" 14 1 2 W18 5 5/16 1/4 52.00K HOLES O TYP. 16d ® i6" O.C. ® LAP MIN. 8d AT 4" 2 1 2" 3 1 2" 4" 3 i 2° 4" W21 5 7/16 3/8 69.94K 6" 4" 5' 6° 5" 6" W24 6 7/16 3/8 84.68K BEAM EE 8° 5 i 2" 6 1 2' 8' 6 t 2" 8" SEE SCHED. SCHED. W27 7 7/i6 3/8 99.44K t2" 8' 10" 12° s 1 2" 12" w3o 8 7/16 3/8 114.19K FULL DEPTH WHEN CONN. PLATE fx IDd AT 4" 2" 2 1 2" 3" 2 1 2" 3 Ile 6' 3 t 2' a" s" a 5° W33 9 7/16 3/8 12g,g3K REPLACES REQ'D. STIFFENER PLATE Z 8" 4 1 2" 5 1 2' 6 1 2" 5 1 2' 7" W36 9 7/16 3/8 122 K 10" 5 1 2" 7" 8" 6 1 2" 8 1 2 W40 9 7/16 3/8 128.93K 12" 61 2" 8' 91 NOTE:OMINIMUM PENETRATION REWIRED BEAM-ONE SIDE ONLY BEAM-ON BOTH SIDES INTO THE MAIN MEMBER TO ATTAIN FrS SSION QP ! FULL AL LOAD (SHEAR VALUE)FOR NOTE: USE HARDENED WASHERS PER G.S.N. o LATERAL LOADING. .. = L s w DBL. PLATE LAP LU/ MIN, N4ILING (U.N.O.) TABLE OF EQUIV. FASTENERS STANDARD BOLT CONN. SCHEDULE A53 3/4"=I'_m" A53 s/a"=r_o^ A53 s/a„_I,_o SrgTE 1p p 5-2-05 A5.3 a STIFFENER PLATE TO MATCH BEAM BEAM PER PLAN WEB THICKNESS, EA. SIDE OR PERPENDICULAR BEAM CONNECTION PER (H/A3.8) W/ BEAM PER PLAN PER PLAN w FULL DEPTH CONN. PLATE 3„3"1/2" CLR. STIFFENER PLATE TO MATCH PER P 11/2' BEAM WEB THICKNESS, EA.o SIDE OR PERPENDICULAR BEAM SINGLE CONN. R1ATE CONNECTION PER (H/A3.8)3/16 FOR THICKNESS &N0. OF BOLTS, SEE 3/4"x BM. WIDTH BRG. W/ 3(H/A3.8) FULL DEPTH CONN. PLATE 419 1 1/2 3/4"x BM. WIDTH BRG. PLATE W/ (4) 3/4"0 H.S.B. TS C ® BM. GAGEPLATE TYP. i 1i/4 ® BM. GAGE) 3/4"0 H.S.B. PER 3 TS COL. 1/4 PER PLAN DRAWN BY: RSS CHECKED BY: LWS A�} III }� /+'I I JOB NO: 04-061 A T.S. COLUMN Bra,4M SPL.ICm �1 T.S. COLUMN m 41 I W/ PommeNL/IVM}.AR rm,4MING PLOT SCALE: 3/4"=r-O" A5.4 II-Y.-m" A5.4 sia^=r-o m 0 z 0 F a_ w 0 0 z O I a W a o x F a O z ' ESSION4 �o q z L 1 O srgTE OF 5-2-05 I 145.4 'iy WINDOW SCHEDULE DOOR SCHEDULE U a WINDOW MAPoK 51ZE WINDOW TYPE REMARKS MARK SIZE DOOR TYPE FRAME TYPE I FINISH I LABEL REMARKS QI SIDING DUELLING UNITS a a SHEATHING-SEE SECTION DUELLING UNITS,COMMUNITY 4 CORRIDORS INSULATION I 3'-0"X6'-S"XI 3/4" WOOD SC WOOD PANT 20 MIN. 6 PANEL,SELF-CLOSINGS 1/2"HIGH THRESHOLD MAX A b'-0"X4'-0" HORIZONTAL SLIDING-VINYL U.38 MINIMUM Q GYP BD 2 10 3'-01lXb'-8"XI 3/4" INSUL.MTL. WOOD PAINT NA FULL GL.PATIO DOOR W/1/2"HIGH THRESHOLD MAX Fil W=WALL FRAMING B 4'-0"X4'-0" HORIZONTAL SLIDING-VINYL cn U.38 MINIMUM SEE FLR PLANS FOR 3 3/8' INSUL.MTL. WOOD PAINT NA 6 PANEL � w HEADERS 4 FRAMING C 3'-0"X4'-0" HORIZONTAL SLIDING-VINYL(TEMPERED) U.38 MINIMUM 4 NOT USED 9 SHIM SPACE D V-0"XW-0' FIXED-STEEL W/WIRE GLA55 W a N u V 1wM WINDOW FRAME-INSUL.N VOID 5 NOi USED E 5'-0"X4'-0" HORIZONTAL SLIDING-VINYL U. MINIMUM V g OVER FLASH. METAL EDGE 6 2'-0"X6'-8'7(I 3/8' WOOD HC WOOD PAINT NA BI-FOLD/b PANEL 1� CAULK F 5'-0513'-b" HORIZONTAL SLIDING-VINYL U.38 MINIMUM 1 51-01Xb'-8"XI 3/8" WOOD HC WOOD PAINT NA PR 2'-b"WIDE BI-FOLD/6 PANEL 3 aU N vMri EDGE G 3'-0"513'4" FIXED-VINYL U.38 MINIMUM B NOT USED - Z' CAULK H b'-0"513'4" FIXED-VINYL U.38 MINIMUM N07 USED En A�`�i'1 td A WINDOW HEAD 1 5'-0 X3'-b" FIXED_VINYL U.38 MINIMUM 10 3'-0"X6'-8"XI 3/8" WOOD HC WOOD PAINT NA b PANEL b a 3 A6,1 -Irz"=r-m" 11 NOT USED 12 4'-0'Xb'-8"XI 3/8" WOOD HC WOOD PAINT NA PAIR SI-PASS/6 PANEL NOTE:PROVIDE SAFETY GLASS Ai ALL SLIDING PATIO DOORS,STEEL AND GLASS DOORS,AND WINDOWS CLOSE ENOUGH TO A DOOR TO BE REQUIRED BY CODE. DRAWN BY: R55 CHECKED BY: GAM JOB NO: 04.061 PLOT SCALE 1.1/2'P-0' COMMUNITY AREAS m 13<Q b'-0"Xb'-8'XI 3/4" ALUM. ALUM FACTORY NA NSUL.STOREFRONT DOOR/1/2"HIGH THRESHOLD MAX WINDOW FRAME-INSUL.IN VOID SIDING INSULATION CAULK SHEATHING-SEE SECTION 14 3'-0"Xb'-8"XI 3/8' WOOD SC WOOD PAINT 20 MIN 6 PANEL 3/4"x PAINTED WOOD SILL- --INSULATION GYP.BD. CI PAINTED n' ---GYP BD 15 V\ 3'-O'X6'-8'7(I 3/8' INSUL.MTL. WOOD PAINT NA .I/1"HIGH THRESHOLD MAX WALL FRAMINGOD WALL FRAMING WOOD WALL FRAMING VINYL TRIM PAINTED WO.CASING SEE FRAMING PLAN SEE FRAMING PLAID SEE FRAMING PLAN 16^.) 2'-6"X6'-8'XI 3/8' WOOD SC WOOD PANT 20 MIN. 6 PANEL OVER FLASH. FOR HEADERS FOR HEADERS FRAMING SIZE FRAMING S ZFOR ES AND 11 NOT USED - SHIM SPACE BD SHIM SPACE F SHIM SPACE IB NOT USED a WOOD WALL FRAMING SHIM SPACE VINYL TRIM /4"WOOD FRAME-INSL IN VOID - - - - - � SEE FLR PLANS FOR OVER FLASH. NrL TRIM MTL.TRIM 19 3'-0'Xb'-8"XI 3/4° ALUM. ALUM. FACTORY NA INSUL.STOREFRONT DOOR/IR"HIGH iHSHOLD MAX HEADERS 4 FRAMING MET TRACK 6 GA GI FLASHING �9 GYP BD CAULK (PAINTED) O INSULATICN P PANTED 114"ROUND D CAS ' 20 3'-0'X6'-8"XI 3/8" WOOD SC WOOD PAINT 20 MIN. W/12"X 36"51DELItE 1 TRIM NAILED TO HEADER ORE WITH I.3/4 INSULATED STEEL WINDOW FRAME SHEATHING-SEE SECTION CORE WITH WEATHERSTRIPPING (PAINTED) 21 6'-0°Xb'-8"XI 3/4" INSUL.MTL. STEEL PAIN? 90 MIN. DOUBLE EGRESS W/I/1"HIGH THRESHOLD MAX SIDING SLIDING OR BI-FOLD AND THRESHOLD(1/2"NIGH THRESHOLD W/PANIC HDW.4 MAGNETIC AUTO CLOSURE DOORS MAX AT FIRST FLOOR ONLY) 22 3'•0"Xb'-8"XI 3/4" INSUL.MTL. STEEL PANT 20 MN. b PANEL • E3 WINDOW SILL �1 SLIDINGIBI-FOLD DOOR HEAD e WOOD FLAME DOOR HEAD /K INT. WINDOW HEAD 23 NOT USED - A6.1 I-Irz"=r_m" A6.1 1-trz_p_m A6.1 I-v2"=1.0, A6.1 I-la"=r_o" �. ROOM FINISH SCHEDULE Q ROOM NAME FINISH FLOOR BASE WALL FINISH CEILING FINISH DOORS 4 TRIM REMARKS YP BD n,Bp SIDING DWELLING UNITS �7 D WALL FRAMING D WALL FRAMING SHEATHING-SEE SECTION ENTRY CARPET WOOD PAINTED GYP BD PANTED GYP BD PANTED CATION SEE FRAMING PLAN SEE FRAMING PLAN ---GYP BD STEEL WINDOW FRAME DINING CARPET WOOD PANTED GYP BD PAINTED GYP BD PAINTED r, FOR HEADERS FOR HEADERS D WALL FRAMING (PAINTED) q SHIM SPACE SHIM SPACE SEE FRAMING PLAN KITCHEN VINYL WOOD PAINTED GYP BD PAINTED GYP BD PAINTED /4"FRAME Wi Vi" 5/4"FRAME FOR HEADERS 4 FRAMING SIZE MTL.TRIM LIVING ROOM CARPET WOOD PAINTED GYP BD PAINTED GYP BD PAINTED STa' SHIM SPACE (PAINTED) CASNG D CASING VINYL TRIM TEEL FRAME-INSUL.IN VOID SHIM SPACE HALL CARPET WOOD PAINTED GYP BD PAINTED GYP BD PAINTED OVER FLASH. OD DOOR D DOOR-1-3/4"SOLID CAULK WOOD WALL FRAMING BATH ROOMS VINYL WOOD PAINTED GYP BD PANTED GYP BD PANTED CORE WI1H SMOKE SEAL AND TEL CASING SEE FRAMING PLAN a0.5ER OOR WITH I-3/4"INSULA75D FOR HEADERS AND BEDROOM CARPET WOOD PAINTED GYP BID PANTED GYP BD PAINTED CORE WITH WEATHERSTRIPPING FRAMING SIZE AND 7HR-cSNOLD(l2"NIGH THRESHOLD GYP.BD. CLOSET CARPET WOOD PAINTED GYP BD PAINTED GYP BD PAINTED DOOR,FRAME,SEA.,AND HARDWARE i0 MAX AT FIRST FLOOR ONLY) INSULATION CLOSET®HC UNIT VINYL WOOD PAINTED GYP BD PAINTED GYP BD PANTED BE RAZED ASSEMBLY, "'VVV UTILITY VINYL WOOD PAINTED GYP BD PAINTED GYP BD PAINTED DOOR HEAD P 20-MIN. DOOR HEAD 1 STEEL FRAME DOOR HEAD INT. WINDOW SILL EXTERIOR STORAGE WOOD WOOD PAINTED GYP BD PAINTED GYP BD PAINTED a+ A6.1 v2"=v-m" COMMUNITY AREAS �/ a LOBBY CARPET WOOD WE REMARKS PAINTED GYP BD PANTED WALL PAPER AS SPECD.BY OWNER 14 CORRIDORS CARPET Wool) SEE REMARKS PANTED GYP BD PANTED WALL PAPER AS SPECD.BY OWNER u CAULK AT THRESHOLD STAIRWAYS CARPET WOOD SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER AS SPECD.BY OWNER [x DOOR SIDING COMMUNITY CARPET WOOD SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER AS 6PECD.BY OWNER � 4"CON[.SLAB TOW1 FLASHING SE BE b"x2"CON7.i IN CAULK -26 GA G.I. POURED LEVEL W/ 6HEAT14ING IANDERLAYMENt AND INSULATION 2 LAYERS OF 5/5"GYP.BD. OFFICE CARPET WOOD SEE REMARKS PANTED GYP BD PAINTED WALL PAPER AS SPECD.BY OWNER BOTH SIDES OF WALL 4"CONIC.SLAB 70 BE THICKENED G 6" THRESHOLD.-MAX n'BD MECHANICAL VINYL RUBBER SEE REMARKS PANTED GYP BD PAINTED WALL PAPER AS SPECD.BY OWNER POURED LEVEL W/ OOD WALL FRAMING AT SLAB EDGE it I� HEIGHT=I!1 xB BOTTOM I.L.UNICKENE TO AND SEE FLOOR PLAN TOILET VINYL RUBBER SEE REMARKS PAINTED GYP 50 PANTED WALL PAPER AS SPECD.BY OWNER EXPANSION JT FIN.FLR OVER I/4" THICKENED TO b" UIOOD BASE UNDERLAYMENT AT SLAB EDGE FOR HEADERS KITCHEN VINYL RUBBER SEE REMARKS PAINTED GYP BD PANTED WALL PAPER AS SPECD.BY OMER FES sl ryq _ LAUNDRY VINYL M55ER SEE REMARKS PAINTED GYP BD PANTED WALL PAPER A5 SPECD.BY OM ER O C� INTERIOR STORAGE VINYL RUBBER SEE LOW PAINTED GYP BD PANTED WALL PAPER a6 sPEc'D.BY OWNER//// .. � '.'..- �' • FLOOR STRUCTURE •'P-'•:. \:..... %\\/%\/%\/% SEE SECTION \� � � '•.' SE7,��ON IN STEEL FRAME-INSUL. ELEVATOR EQUIPMENT VINYL RUBBER SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER AS SPECD.BY OWNER m o \I r\/��\����� 12"HIGH CONTINUOUS �\ ���� ���\ •.:' :_•. I2"HIGH CONTINUOUS STEEL DOOR W/1 3/4" E��15E CARPET WOOD SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER AS SPECD.BY OWNER I T'9TF O 10P�� COMP FILL) ��\/ t" TO BOTTOMLASHINGOF SLAB EXPANSION Ji ��// I�'.� TO BOTTOM OF SLAB SEAL AND TING INSULATED HRRE WITH ESHOLD DS(1/20KE" LIBRARY CARPET WOOD SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER AS SPECD,BY OWNER ..._. :' •4-I , _ NIGH THRESHOLD MAX.) T"xB"TIE FROM / COMP FILL \/ �.t':•iF�:-'. 12"OL,.TYP.FIND.SLAB TO AT "4-IT"xB"TIE FROM \// _• .. ... . SLAB TO FNO.AT ��ff 12"OL,TTP. NOTE: NOTICE: 5-G-05 ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT QOor¢N"/"�dow s BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR FOR FAIR HOUSING AND EQUAL OPPORTUNITY- M RC CHAPTER I- APPROVAL OF T140 MAS DEVELOPMENT CO.THE REPRODUCTION A6.1 Q� y� Q A /� FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED DIED.MARCH 6,ED THE OR USE OF THESE PLANS I5 UNAUTHORIZED AND YOU WILL BE p EXT. DOOM tHRESHOI-D FLASH ING AT PA I IO�SLAB SQL/-MIN, STEEL FRAME' DOOR HEAD PROJECT MUST Y T14 MEET THE FEDERAL ACT IT 19 T A5 AMENDED S) PURSUED TO THE FULLEST EXTENT OF THE LAW. IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. 14".-FS. 2'-0n - a 12" (�w B OPEN OPEN 9 9 SOFFIT SOFFIT 9 Tn 30"UPPEW/R o . __ ___ - .•tk,,._ '^ .9 - CABINET I6" Ibn ,Wh - _ TNRU-DOORS O r8x3/4"SCREW _ (FINISH PNL. UNDER5IDE) I/4"0"PLATE (WELDED) W EXT.FAN/ PL.LAM. ___E'e, , PL.LAM. 211 12 I/!" 0 2 IR" 1/4'X4"LAG TOP a e . LIGHT HOOD a 5F LASHE 9 ww;' TOP,EDGE RAISED BAR o �, BOTT.INTO BLOCKING Z g - a SPLASH - o Q h ' ANTRY _ ad 3b 00 00 00 3 a FRIDGE �' - KNEE C STL. SUPPORT N ® n DR DR ;nLIN O DR DR BRACE All Ild"=I'-0° DETAIL. � o �c tilll 0 RANGE __,,,,etV..,,- D1514 -- --- - 9 v 9 _ WZ.MOTES dl u t1 5 . - ____`-___ ----------- � WASHER m m L ALL DRAM AND NOT WATER LINES AT THE KITCHEN SINK AND AT THE I BATHR0061 LAV.SHALL BE NSULATED.V APPROVED SCALD GUARDS DRAWN Br. RSS HE OPEN AREA UNDER THE KITHEN SINK AND BAT14 LAV.SHALL 5E 2-0 2-0 (REMOVABLE) (REMOVABLE I".-F IS 24 SINGLE ROD DOUBLE ROD 7.TBBAASE,Pa NTED WALLLAAS A ID CABINET SIDES ASSSNOAI FINISHED �� CHECKED BY: GAMI 3.ALL CABINET SELVES AT THE 5ASE CABINETS SHOUN ON THE HC. JOB NO: 04-061 ROD 4 SHELF TYP, KRCHENELEV'S,SHALL BE ON SHELF GLIDES. PLOT SCALE: 1/2"-V-0" er�6 Bay S>"ctloN B 1 TYPICAL TYPS 'B' KITCHEN A,.t "� - ALL CLOSETS " INTECAB THE FRONT. BWITGE6A4DgttLETB(NLNOTES)fOBE CABINET ELEVATIONS MAY BE MIRRORED. 5.KITCHEN SINK TO HAVE OFFSET DRAIN AND LEVER HANDLES AT CONTROLS. NOTES: ALL CLOSETS TO NAVE MIN 50%DOABLE RODS. 6.ALL CABINETS AND DRAlERS SHALL HAVE v"SHAPED HARDWARE. a PROVIDE SINGLE ROD AND SHELF ABOVE ALL WASHERS AND DRYERS. 0 O LIGHT L1GNT LIGHT TOWEL RING TOWEL RING LIGHT r 24"TOWEL B 24"TOIUEL B 24'TOWEL BAR ®54"AFF. ®54"AFF. A{� TOWEL RINCs % 24"TOWEL BAR A51N"MEDICINE 14"BIN MEDICINE TOWEL RING CABINET 32"X36" = CABINET 32"X36" 0 54"AFF.SQU _ __,_„ �_, rO 54"AFF. .. PL.LAM I EDGE - ^ PL.LAM. I EDG SQUARE - - 46"X36" m m 48'X36" _ O TOP,EDGE I MIRROR 9 70P,EDGE MIRROR PL.LAM. 5 '� 9 9 �, ``'0AW PL.LAM. ' a SPLASH D ip r------1 a SPLASH I TOP,EDGE EDGE -- - EDGE H/C LAV. - H/C LAV. MIRROR ---- ---- m co ---------- TOP,EDGE D I caHrtmLS I _� a SPLASH LINEN - --- MIRROR <SPLASH - - - -------- - - - , LINEN C� ------ �� - m �, _ _ �� H/C LAV. - 0 - - 48"SHOWER- - - DR a H/C a H/C e ,__,,.._ , •$__=_'_= e _ ❑ .J -�. W/C INC LAY-INSUL. = d ! m m \ HC LAV-MSUL. - N.M.a ORAN - b- v DR \ H.W.a DRAIN a ra 12" 3'-0" 20 j"a 18 21 3/4" 18 2I" 30" 18" I'll fall 48" 21" 1 1" Pro I6" I6" IS" (REMOVABLE)'[' '7 (REMOVABLE) (3� 4'-0 5/8" _ _ �'-2 I/B" C. 5'-3" 2 6'-2 3/4" E,y �. 4TH a 1 BEDROOM TYPE 'IA' UNITS F BTATH a 2 BEDROOM TYPE 'B' UNITS � BATH 'a 2 BEDROOM TYP1' 'A' UNITS C) D BATH a 1 BEDROOM TYPF 'B' UNITS ���8 � C1 NOTE: NOTICE: �1 ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THESE PLANS A(a'E THE COPYRIGNiED PROPERTY OF THOMAS �VV DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW,THEY MAY NOT +*,, SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN a;•-••� O� FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,mi. THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS OR USE OF THESE PLANS IS WIAUTHORIZED AND YOU WILL BE IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND FURSJED TO THE FULLEST EXTENT OF THE LAW. vaof IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE a I OF ACCESSIBILITY SHALL BE COMPLIED WITH. 2'-6" 1'-6" 2'-6n FS. 0 OPEN OPEN 9 9 SOFFIT ® PL.LAM. H/C KIT.SINK I'-6" 2" ' 4�W— TOP,EDGE - E _ =--5------- W/GARB - LIGHT HOOD W/ ' m "_` , _ L11DR PBFES510 A( 9 WALL SWITCHES a 5PLA5H 9 DISP v ,PANTRY oo o0 00 FRIDGE Q " 1G1EE LO DR DR in BRACE b ME__ _= H/C RANG ®6= ----," - WA5 ER MSUL.N.W. ®O HLNWOFiEAREA SPACE 0 a _0 STgTE 10P� a DRAIN -SEE HC NOTES i FOR SURROUND I .. 2'-0" 2'-0" 5-2-05 18" 24° �nrM'or�/vn�'fSs A V I I GAB BASIa Si'CTIDN H TYPIC�TL TYPr= N4 KITCHEN 7m -0" CABINET ELEVATIONS MAY BE MIRRORED. U� 12" 24" 36" 30" 30" Y OPEN � ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART vl OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- I LIGHT FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISIN, THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1S13 AS AMENDED AS :""`______"'- IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND W a a i �` ' ` IN CA COWL ICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE ❑```` OF ACCESSIBIITY SHALL BE COMPLIED WITH. GJ g PL.LAM. 0 6 0"X36 MIRROR" N I• TOP,EDGE 2'-C" 4 SPLASH 9 P.LAM TOP EDGE io FACE 4 BACK SPLASH YS YS `-' TN LANE ARE THE COPYRIGHTED PROPERTY OF TNOMAS 3 d - � L FRIDGE `3 `� N.G.LAV-NSUL DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT __ ______' _ N.W.4 DRAIN BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN m DR � KIT SINK � '� iO APPROVAL OF iHOMAS DEVELOPMENT C.O.THE REPRODUCTION OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE DR WJ GARB E STEEL SUPPORTS STEEL SUPPORTS PURSUED TO THE FULLEST EXTENT OF THE LAW DISH DISP O ,� 0 36"O.C.MAX 6 36"O.C.MAX m DR WASHER NSUL'IN OPEN KNEE , i A EE P.C.NOTES 4 AT EA.END 4 AT EA,END DR <DRAIN �-SEE O NO AMA u � FOR SURROUND °" --rN [DR ., . ...:., _.. AWN BY: RSS FOR SURROUND ECKED BY: GAM 12" 24" 66" 30" 4.6„ I_6 04- 061 4"BASE OT SCALE: T/2"-l'-0" 11'-2".-VAR A KITCHEN a COMMUNITY AREA, R.R. VANITY a COMMUNITY AREA o A'T2 0 0 F a I o I W_ I ro 'v pp -" PROVIDE WOODAB BAR LOCATIIONS PER MFP L io I —CONTINUOUS FACE t BACK POST FORMED REQUIREMENTS(TYP) SPLASH v -------------- --- ---------- -------------- -------------- -------------- ------- STEEL SUPPORTS STEEL SUPPORTS a ®36"O.C.MAX m 36"O.C.MAX 4 AT EA.END 4 AT EA.END £ E NOTES W I. 91'GREEN ED.WALLS BEHND 6140 Ile, SIDE SHOWER-ALL WALLS Il'-3"t v.IF. 4°BASE CI F' 2. IF 6140MR IS FIBERGLASS, f(—� BLOCKING SHALL CDX PLYWOOD ATTATA CHE14E D TO THE BACK OF THE FIBERGLASS IN A MANNER r- GOUNtERtOP a LAUNDRY AIRED rD--\ BLOCKING .2 TYPE 'B' SHOWER 1rz,1,_m AR°EDBYiHE A / I.0 ARCHITECT. Al2 P_� O IT' 4V BAR �° FOR FUTURE T4" 24" 1�� W 42"GRAB L 1 PL.GRAB BARB 2" yy 1Fr/PT'�',1 BAR-�- - MKT TOILET PAPER a FtO. LBIE OF HOLDER W/O LAVCAS. H.G tl PROVIDE WOOD ® PROVIDE WOOD O uuD BLOCKING a GRAB BAR BLOCKING a GRAB BAR Z LOCATIONS PER MFR. LOCATIONS PER MFR. REQUIREMENTS(TYP.) REQUIREMENTS(TYPJ IB° 24"GRAB ° 51DE a -----, BAR FRONT FRONT > s —— — — ---- opESSIONq� e GRABBARS tYPE W TOILETS BLOCKING a TYPE 'B' TOILETS --------- -'-- 4'Li-------- LO Al2 lil"=I'_0" Alt I!2"=I'_o" SHOWER `^ STg7-E 0 TDP�o NOTEg t 5/S"V'GREEN BD.BEHIND SIDE ANAD SHOWER-ALL WALLS y. 2. IF SHOWER 15 FIBERGLASS, I 5-2-05 BLOCKING SHALL BE 3/4" III CDX PLYWOOD ATTACHED GRAB BARS a TYPE 'A'II SI"MOWER TO THE BACK OF T14E FIBERGLASS N A MAWR A 12 lit"=1'-0" APPROVED BY THE ARCHITECT. A7.2" a a Ov, ¢to c n �3I s O co 0 9 g I CONTINUOUS POST FORMED a U 3 FACE 6 BACK SPLASH ---- N„ W 5� 3 I S7EEL SUPPORTS StEEL 8UF'POR75 ®36"O.C.MAX. ®36.O.C.MAX 9 4 At EA END t AT EA.END 6 DRAWN BY: RSS CHECKED BY: GAM JOB NO: 04-061 4"BASE 4"BASE V.IF. PLOT SCALE: 1/2"-1•-0" 8'-I0"t 8'-II 5/8"t v.IF. r m A CRAFT ROOM rELOVATI©N 0 Ala la^=r-o" z 0 a_ z� w O r O O voT� Q� F� pro F w a o x H a 0 z I m� esslo q/ C 9 W L i / O s�ATE OFF OPT 5-2-05 A7.3 U� d A Qi a -j r 2" 32' 2" O.'7 v LANDING r� (3)STRINGERS, V ?YP. 2"x("HARDWD.HANDRAIL U u W/SOLID C G Q m m g AT WALL ANCHORS = NOTICE, o "" THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS � N w DN. DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT N•• w BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION OR USE OF THESE PLANS 15 UNAUTHORIZED AND YOU WILL BE N PURSUED TO THE FULLEST EXTENT OF THE LAW. DRAWN BY: RSS NOTE, CHECKED BY: GAM ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART A OF THE ,JOB NO: 04-061 DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EGWAL OPPORTUNITY-24 CPR CHAPTER I- PLOT SCALE: 1/2"=1"-O" FINAL FAIR HOUSING ACCESSIBILITY GIJIDELNES DATED MD.MARCH 6,ISV.THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF*13 AS AMENDED AS IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND 0}0 IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE A OF ACCESSIBILITY SMALL BE COMPLIED WITH. AB.I W F Q D �1 TYP. ST,�IP � WING ANDS F IL 0 i 0 O I i I I ; a 2X4 HALF WALL W/HRD.WD. ' TOP CAP 42"NIGH HALF WALL Q = /2)13/4"xS In" ao f W/HARD WO.CAP _ W LVL 4ADER lTYPJ PQ of I I I (3)STRINGERS, b' I-1/8°U1D. TYP. I TREADS I'-0" -_� 13/4"x9 I/2" RETURN TOP t +va 2'xG HRD.WD. LvL HEADER BOTTOM OF EA. - iv 0 RJN-OUTSIDE LANDING HANDRAIL W/SOLID 11" BLOCKING AT WALL ^+�`+ WALL 4'-0" 2"xG"HAFJJUID.HANDRAIL ANCHORS 4'-0°- W/SOLID BLOCKING AT WALL ANCHORS � 2"x6"HRD.WD. 1 HANDRAIL W/SOLID 5/8"TYPE'X' 1 3/4"x9 IR" �c 5/8"TYPE XI BLOCKING AT WALL LVL LEDGER GYP.BD. GYP.BD. ANCHORS = _M $TORACsE 2X4 STOP A8.1 _� (3)I I/4"XII 1/8"L51- 0 RETURN T II' = „UD. STRINGERS,TYP. 807TOM r m �i0 RUN-OUT SIC m TREADS STOP-43E - C7 ' =im m WALL .(15)11"TREADS W/ `� `�` `� 00 1/2"NOSING AND "nu comm. ///!15)II"TRNEGA DA�Nv0D1URS/\S�`` -- a (IG)EQUAL R15ERS I L" r-.P-. Sy,41�. 4FZr,4 LVL HEADER 12"NOSI 1/4"=I'_0 Q (10)EQUAL RISE o (3)TOTAL ---- (2)1 3/4"xS 1 1/4"AI-1/8" STAIR STRINGERS, LVL HEADER 5==== (3)1 1/4"XII 1/8"L51- i O ° TYP. TYP. ---- 2X4.4 VINYL SIDING 1-IR"SQ.STL. PONY WALL ON /j\/ TOP RAIL I PONY WALL ON GONG FOOTING ; �� I LONG FOOTING OFESSI /yq� IR"LAG BOLT 2"SQ WASHER I s I WELDED TO BOTH --�-- i` ENDS OF I"CIA. qrF 0 ,OPT ~ PIPE SPACER SOLID BLOCKING 5-2-05 �1 TYP. STAIR o WING ENDS RAIL.INC.; 4TT,4rHM1RNT TO W4" p STAIR 'a COMMUNITY AREA A8.1 U.z a; A'+a NOTE:TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN THE FORM OF SHOP O p DRAWINGS-DRAWINGS SHALL BE SEALED BY A METALNINYL FASCIA ON IDAHO LICENSED ENGINEER AND THE DESIGN ME 4'CONT FASCIA IA SHALL MEET ALL LOADING REQUIREMENTS. 2°X4°CONT&1BFASCIA .a W 2°X4°COIN SUB-FASCIA SHINGLES AS SPECS WITH METAL DRIP EDGE ON VP MOM.SPA!R41ED F ROOF ON MOD WITH PLY. NAILING 801MDRY_"CAL NAILING BOUNDRY-TYPICAL CLIPS ON MOOD TRUSSES AT-OL. SOLID BLOCKING-W/VENT AT b'OL. NAILING-ROOF:10d AT 4"OL.A7 EDGE AND 6'OL,AT FIELD Q NAILING BOJ'"'DRf-1YPIGAL M E-FIL FULLY VENTED SHINGLES AS N t(2'N WITH METAL SHINGLES AS N 1/2'N WITH METAL METAL SOFFIT(iTPJ DRIP EDGE 14 N°NOF SPA!RATED DRP EDGE ON G WNOM SPAN RATED IFI ROLE SHEATHING WITH PLY. ROLE SHEATHING WITH FLY. �y m n NAILI ON WOOD TRUSSES0dATAT 24'O.C. CLIPS ON WOOD 10d AT A124"T PG 3 VENT PATH NAILING-ROOF:O.A AT L OL,AT NAILING-ROOF: A FIELD L OL.AT ,�U EDGE MO 6"OZ.A7 FIELD EDGE AND 6"OL.AT FIELD METALNINYL FASCIA ON SOLID BLOCKING-W/ PX4"OUTLOOKER AT 24'Of, ddd"' 2"W4 CON7 SUBFASCIA VENT.6'OL. - VENT PATH X 3 METAL file FULLY R•38 INSL R-38 INSL IL R-38 INSL (2)LAYERS 5/8"WGYP BD DRAWN BY: RSS CTERS 5/e°'X'GTP.BD. 1 (11 LAYERS 5/e°'X'GYP.BD. (2)A � °N2 5°CLIP AT EA END CHECKED BY: GAM COL FRc-FIL FJLLY VENTED MIL "925"CLIP AT EA END 15 WY CLIP AT EA END JOB NO: 04-061 COL.CAP,SEE SOFFIT PER SPEC. OF EA,�S F/A9A 3-V2"X9-W TREATED P'LAM VINYL TRIM OF EA LIP A VINYL TRIM SCALE: 1/2"=1'-0" -SET END IN WALL BEAM SET INIPOdCET VINYL SIDING ON VAPOR BARRIER VINYL SIDING ON VAPOR BARRIER PRE-FIN.FULLY VENTED METAL SOFFIT PER SPEC. m ON 5/6"X'GYP.ED.ON[Q"CDX ON 50'X'GTP.BD.ON I/2'CDX r PLYMIO65 ON 24 STUDS AT 16' PLYWIOSB ON 2xb STUDS AT 16" VINYL SIDING ON VAPOR BARRIER 11,\Y OZ.WITH INSJL AS SPEC. OL.WTH INV L.AS SPEC, ON 5/B"'X'GYP.BD.ON 1,7"COX PLYWDJOSB ON 2xb STUDS AT I6° EW-N6 9 AB.I TP Hm 0 ,nlm OC,WITH INSUL.A5 OPEC. Q BARRIER. GYP BD ON ON'VAPOR ' 9 BARRIER P ED O:O WALLBOARD R BARRIER NAILING:6D WALLBOARD iD TS sw w GTP BD LN ID04"VAPOR ' I AILS ER NABILDMG:bD WALLBOARD 'Q i6 O NAILS AT 4"OL.EDGE AND FIELD NAILS Ai 4°OL.EDGE AND FIELD NAILS AT 4•OL.EDGE AND FIELD WALL SHEATHING NAILING:SD AT 8°OL.AT EDGE AND 12°AT FIELD WALL SHEATHING NAILING:BD AT WALL SHE NAILING:8D A7 B"OL.AT EDGE AND U"AT FIELD B"OL.AT EDGE AND 12°AT FIELD SIMPSON STUD TO STUD SMPSON STUD TO STUD Z 2'(MIN)LIGHT WEIGHT CONC. STRAP"IS X 43"•6'-8"Or- SIMPSOH STUD TO STUD O STRAP t816 X 43"a 6'-B•OL, STRAP YSIb X 43"a 00 ¢a Po UV UTAYER O 6 MIL ER 314'GYP CONC ON 3/4'T4G PLY/OSS 3/4'GYP CONC ON 3/4°i1G PLY/OSS c' Or- Po OV R 3/4' 40 b MIL POLY SUB GYP CLNC ON 3/4"i/G JIGS AT 8 5UB FLOOR ON 13/4°X9 V)"TJI'S AT In OVER 3/4°T1G FLUID.SHTG. 16"FLOOR ON I RAILING,IVD V2°TJPS AT Ib°OL, NAILING:10D AT b°OL.AT AT EDG AND10" 69D Ai b"OL. AT EDGE NAIL NY:MATS'— SLOPE SUB FLOOR ON I;IOD T i 01. I%MIN AT EDGE AND 10"O.C.AT FIELD pqy AT EDGE AND 10°OL.AT FIELD - (NO GYP.CONC.AT W.STORAGE) "� AT EDGE AND O°OL.AT FIELD C 1 9 `i I NOTE:PROVIDE SOLID BLOCKING C -ra NOTE:PROVIDE SOLID BLOCKING C --Mr 26 GA GI.FLASHING AT PLYWOOD JOINTS AT 2Nb 4 3RD 0 0 Ai PLTUIOOD JOINTS Ai 2ND/GRID 0 0 NOTE:PROVIDE SOLID BLOCKING - ` FLOORS ONLY _ FLOORS ONLY _ FACT L7UOOD JOINTS AT 2ND 4 3R2 O MY Z ♦ PRE-fMISHED MR. R-U SOUND MSUL-WFALED SOUND♦ 'SOFFIT OVER Ix4 FURRING R_p -- D R-II SOUND MSUL-UNPAGED (L LAYERS N°OC GYP.BD,ON �♦ ♦ I (n"MI LENT 1A GYP.BD.ON MATED 2'XI0°LEDGER 12°RESILIENT CHAdNEL a 24"0L. V!"RESILIENT CHANNEL•24"Of, (2)LAYERS V!•'X'GYP.BD.ON D N°RESILIENT CHANNEL•24"OL. I 24 GA GI.FLASHING NOTE:ALL INSULATION MATERIALS INCLUDING A9A 3-V!°X9-V4°1REATED P'LMI 3°xb°CONTINUOUS - NOTE:ALL INSULATION MATERIALS INCLUDING: � ' FACINGS,SUCH AS VAPOR BARRIERS OR BREATHER ASSEMBLIES PAPERS INSTALLED W1741N FLOOR-CEILING ASSEMBLIES, FACINGS,SUCH LE VAPOR BARKERS L BBREATHER �y 4°X4'XI/4°TTACOLUNRN PAPERS INSTALLED WHIM FLOOR-CEILING , NOTE:ALL INSULATION MATERIALS INCLUDING WALLS,CRAWL SPACES OR ATTICS SHALL HAVE A FLAME 11lALLS,CRAWL SPACES OR ATTICS SHALL HAVE A FLAME FACINGS,SUCH AS VAPOR BARRIERS OR BREATHER SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY A NiIR PAPERS INSTALLED WIT14IN OR-CEILING ASSEMBLIES, _ NOT TO EXCEED 490 OMEN TESTED N ACCORDANCE WITH NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH IH - _ WALLS,CRAM.SPACES OR ATTICS SHALL HAVE A FLAME ASTM E64 PER IBC.SEC,1191 111%2 Qn A$7M E84 PER IBC SEC.l7il 11192 SPREAD RATING NOT TO EXCEED 25 Ab A SMOKE DENSITY rI' NOT TO EXCEED 450 U21ETN TESTED IN ACCORDANCE MTN -p ae FINISH GRADE -10 i0 FINISH GRADE [� ib ASTM E84 PER IBC.SEC,1I91/1i92 -R' (SLOPE W PER FOOT,MINIMUM 6'-0° ' FROM WALL) (SLOPE W'PER FOOT,MMIMIM 610° 4°CONC PATIO SLAB-SLOPEPQ TREATED 2"X 51LLPLATE W/ TREATED 2'X SILLPLATE UY FROM WALL) FTy AWAY FROM BLDYG MIN I%-TIET VI°XI0"AB,a 48"OL,MAX TREATED 2°X SILLPLATE W/ N°X10"A5.a 48°OL,MAX 112'FROM ENDS(W/3/16"X 2'X 2° 1 D"FROM E05(W/3/Ib°X 2"X 2° Vt°XI0°All a 48°OL.MAX i0 FND 14 4 X 20°AT 16.OL. SILL PL.SEALER (MAIL SHE NI GONL 1 SILL FROM ENDS Tyr, X 2'X 2° AND TURN EDGE DUN 8° 76 GA61.FLASH-6°UP WALL SILL SEALER(NAIL SHEATHING TO 2X SILL PL.WASHERS,TYPJ ON CONT. SILL PL,WASHERS,TYPJ ON CONT. SILL SEALER(NAIL SHEATHING TO 2X PL.W/BD AT 4"OLJ [~ CAULK A�IAB SLAB- PL W/8D AT 4°OLJ SILL PL W BD AR�I�SHEAIHMS 70 2X FINISHED FLOORING ON 314'T1G PLY/096 FINISHED FLOORING ON 3/4•TAG PLY/058 FINISHED FLOORING 3/4°iW PLY/O68 SUB FLOOR ON i 3/4'X9 N"TAGS AT 8118 FLOOR ON 13/4°X9 N°TJIS Ai lb.OL.-KAILNG:10d AT b°OL. 16"OL.-NAILING 10d AT 6"or- PER I6"OL.-NAILINGG:10d AT 6°OL. FINISWED GRADE SLOPE SUB FLOOR ON 1 314"X9 W TJI'6 AT IR" FOOT MR AT EDGE AND I0"OL,A7 FIELD AT EDGE Ab 10"OL,AT FIELD AT EDGE AND O"Of,AT FIELD PROVIDE C UNDER.AYMENT BD.AT ALL PROVIDE VJ°WDERLAYMENT BD.AT ALL - VINYL FLOORINYs. - VINYL FLOORING, PROVIDE O°WNDERLAYMEIIT BD.AT ALL • R-11 BATT INSULATION N VINYL FLOORING Q :t '• ',t G —R-II BATT INSULATION Q R-II BATT INSULATION I( 0 :1 m LLI1': SEE DETAILS FO IONCO PLAT AN .�.': SEE DETAILS FOR C PLAN AND '+ - -l DETAILS FOR CONC FJD AND T.: DETAILS FOR cONC FND AND -I'• SEE FOUNDATIONCO PAW AN FT'G AND THE REINFORCING TL :t': FT'G AND THE REINFORCING DETAILS FOR CONC fib Alto + -_ FT W 1' W ':F ..t.. 'G AND THE REINFORCING w I _ DOS"VAPOR BARRIER04 r_______ ____ D06"VAPOR BARRIER �•t..• I I 6 W i ..f.'. I.�.i D06 VAPOR BARRIER° .. .4-------- COMP EARTH W CLAP EARTH COMP EARTH a A LUALL SECTION a LUALL SECTION o n waILL secTloN A9.1 1�"=r-m" pay 0 NOTE: NOTICE: Z' ALL CONSTRICTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART VI OF 114E THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS N07ES: DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BYLAW.THEY MAY NOT L GYP.CRETE OR ADDITIONAL 3/4"T/CG PLY/OSB SHTG SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I• BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN To EXPEND UNDER BAN TUBS a ALL 2No FLOOR UNITS. FINAL FAIR HOUSING ACCE55181LITY GUIDELINES DATED WED.MARCH 6,I994 THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION 2, AT ALL I HP AND 2 MR.FIRE IUALLS-GYP BD.8HOWN _ PROJECT I'M ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE SHALL EXTEND BEHIND TUB AND TUB SURROUND. IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'OAS)AND PURSUED TO THE FULLEST EXTENT OF THE LAW. FSS ION IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE F q< OF ACCESSIBILITY SHALL BE COMPLIED WITH. �Q h z O srgrf OF P`T 5-2-05 SHINGLES AS SPEC'D WITH METAL rr-•�� DRIP EDGE ON 1/2"NOM.SPAN-RATED I�y ROOF SHEATHING WITH FLY CLIPS ON TJI RAKERS AT 24° O`y OC.NAILING-ROOF:10d AT 4"Or- AT EDGE AND 6"OL.AT FIELD Q SHINGLES AS$FECb WITH METAL SHINGLES AS 8PEC'D WITH METAL Hal 4'-0°MIN. DRIP EDGE ON IA°NH P EDGE ON1 SPAN-RATED DRIP ED NOM SPAN-RATED U ROOF SHEATHING WITH PLY ROOF GE ON G WITH PLY PROiECTE AREA I PROTECTED AREA SHINGLES AS SPEC'D WITH METAL CLIPS NAILING-D�TES AT AT 4 OL, CLIPS ON WOOD TAUS^E5 AT 24° I (NO OPG6.IN ROOF) (NO OP'GS.M ROOF) QC.NAILING-ROOF,10d AT 4"OL. Fx DRIP EDGE ON 1/2"NCM.SPAN-RATED AT EDGE AND b°OC.AN FIELD AT EDGE AND b°OL.AT FIELD F' Z I I I ROOF SHEATHING WITH PLY Q CLIPS ON WIOOD TRU89E5 AT 24" �i uT OL. GE MAN-ROOF;I0d FIELD 4°Or- EDGE i U lBbh AT EDGE AND 6"OL.AT FIELD 7 IR"GTP SMOKE ENCLOSURE N"GYP SMOKE ENCLOSURE I I (2)LAYERS 5/8°5C GYP BD I EA SIDE OF TRUSS TO ROOF SHTG T(FROM DOR DRARSTOP T(PROM IDOR DRMTSTOP I I R-38 MSL -30 INSL. R-38 INSL DRAWN BY: RSS CHECKED BY: GAM JOB NO: 04-061 ' 'PLOT SCALE 1/2"=1'-0" (2)LAYERS 5/8"'X'GYP BD (2)LAYERS 5/8°'X'GYP BD (2)LAYERS 5/0°'X'GYP BD } -VINYL SIDING ON VAPOR BARBER I'A4 BLOCK AT AIR SPACE m (2)CATERS 5/8"'X'GYP BD � F O.C.AT EDGE MI (2)LAYERS 5/0"7c'GYP BD EA BIDE D F ELD b/B"'X'GTP BD-NAILING: O 6d WALLBOARD NAILSIAT 5/B"'X'GTP BD-HAULING: NAILING-bd WALLBOARD NAILS AT bd WALLBOARD NAILS AT 4"Or-AT EDGE AND FIELD 4 4°OL.AT EDGE AND FIELD -iR 2'kb"SCUDS Ai Ib"OL.WITH 2'RE STUDS AT AT O.C.WITH _ FIRE BLOCKING AT I0'-0"WITH IS' 2°X6'1 81UD6 AT 16"OL.WITH �cp FIE BLOCKING AT ERT OC. anxo MAX-HORIZ AND 0'4 t z FIE BLOCKING AT 6E CO. 9 MAX-HORIZ AND YERf - 0 MAX-NORIZ AND VERT � ' ERT R-15 GATT INSULATION R-It SOUND INSULATION 'S 3°MINERAL FIBER INSUL. 20 OR 23 Fa,IN STUD SPACE WALL-TO-FLOOR NAILING: -AIRSPACE-TYPICAL 10d AT 4"OL. RESILIENT LOOK NAILING. 10d 24"OL. WALL-TO-FLOOR NAILING: 10d AT 4"OL. lod AT 4,OC. NAILING: Q I0d ar 4"oL. 3/4"GYP CCNC ON 3/4°T/G PLY/OSB 3/4"GYP CLNC ON 30'TUG PLYMSB SUB FLOOR ON 13/4"X9 AT 66 FLOOR ON 13/4"14°TJI'6 AT SUB FLOOR ON 13/4"X9 W"TJI'S AT 3/4°GYP CCNC ON 3/4°TW PLY/OSB 1R"TJI'S Ib"OL. NAILING:10d AT b'OL. 16"OC. HAWING:bd Ai 6"OL. 16"OL. NAILING:I0d At 6°OC. MI AT EDGE AND 10"OC,AT FIELD AT EDGE D 10"OC.AT FIELD AT EDGE AND 10°OL.AN FIELD O rarY (2)SOLID BLOCKING EA WALL a+tiv (2)SOLID BLOCKING EA WALL Z " (1150LID BLOCKING EA WALL ,'.. .' '....'.., ,." ,.•, ., 9 R-II SOWD MSL-IAFACED 9 R-11 SOW MSL-IFFACED 50 NOTE,PROVIDE SOLID%KG AT PLYLL9 JOINTS AT 2ND 13R7 FLOORS ONLY _ 22 NOTE:PROVIDE SOLID BLKGPOWPOWAT P - R-tl 901AID INSL-IAFALED NOTE:PROVIDE SOLID BLOCKING AT PLYWD O JOINTS AT 2ND l 3RD FLOORS ONLY - JOINTS AT 20 1 31M FLOORS ONLY (2)CATERS N"5A NE BD.ON (2)LAYERS V2"D('GIP.BD.ON (2)LATER51/e"7('GYP.BD.ON Q IR"RESILIENT CH M2IEL•24"OL. N"RESILIENT CHANJEL•24"OC. In,RESILIENT CHANNEL•24°or. q TO SECURE ROCK K WOOCLIP MANUFACTURE'S Z-CLIP a TO SECURE RCCK WOOL(TYPJ 70 SECURE ROCK WOOL(TYPJ PERK FIREBC WALL ASSEMBLY NOTE:ALL INSULATION MATERIALS INCLUDBG PER SSE CHAPTER M,TABLE NOTE:ALL INSULATION MATERIALS INLLU BREATHER NOTE:ALL INSULATION VAPOR MATERIALS INCLUDING TB,ASSEMBLY I1-15 AND FACINGS,°JJLH AS VAPOR BARRIERS OR BREATHER FACINGS,6JC41 A5 VAPOR BARRIERS OR BREATHER FACINGS SUCH AS VAPOR BARRIERS OR BREATHER m'Im PAPERS INSTALLED UTIHN FLOOR-CEILNG ASSEMBLIES, 4p PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, GS'I GYPSUM ASSOCIATION(GA) WALLS,GR:UU_SPACES OR A1TIC5 SHALL HAVE A FLAME ^1� PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, WALLS,CRAWL SPACES OR ATTICS SHALL HAVE A FLAME '7-R' FILE NO.U1P 3B20 SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY _IN -ap' SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY -1w ip SAD RATING;NOT TO EXCEED 25 AND A SMOKE DENSITY �I NOT TO EXCEED 450 UMEN TESTED IN ACCORDANCE WITH NOT TO EXCEED 450 04EN TESTED IN ACCORDANCE WITH NOT TO EXCEED 450 WHEN TESTED M ACCORDANCE WITH I''Fjy.I T6 A51M EB4 PER IBC.SEC. 1 TI91 m ASTM E81 PER IBG SEL.1191/1192 i0 A57M E04 PER IBC SEC.TISI 1 T82 ,,.rJ`�• AIR SPACE-TYPICAL (2)2X6 TOP PLATE AIR SPACE-TYPICAL a WALL TO FLOOR NAILING WALL TO FLOOR NAILING FM FLOORING ON 14 TUG TJIS AT FM FLOORING 1 /4'" I/PLY/AT FM BOOKING 1 3/4" 1,2 PLT/O5T SUB BOOR ON 13/4"X9IR"'O A7 SUB FLOOR ON 13/10d AT"'0j. SUB BOOR LI 13/10d AT"iAT G"OC.-NAILING:10d A7 6°OL. AT EDGE NAILING:10d AT 6°OL. AT EDGE HAWING: O',AT VOL.O AT EDGE AND N O.C.AT FIELD. AT V DE AND 10°OC.AT FIELD. AT EDGE AND 10'ND RI.AT FIELD. PROVIDE NY FLOOR BD. PROVIDEIO"FLOOR BD. PROVIDE 1/2"FLOOR BD. AT ALL VINYL FLOOR AREAS AT ALL VINYL FLGbR AREAS AT ALL VINYL FLOOR AREAS R-11 BATT.INSUL. 6 R-II BATi,INSUL. R-II BAIT.M$UL. N J2 N 9 d � � 2x6 6ND6 s 16"OC. PA a Q Q (2)2.4 TOP PLATE O (2)LAYERS 5/0"TYPE X w l2)2x8 TOP PLATE 0 GYP.BD.EA SIDE D 2x4 STUDS a 16"OC. 0 2x6 STUDS a I6"O.C. p FE 112"GYP.BD.DRAFTSTOP a IR"GYP.W.DRAFTSTOP 0W/N"DIA AB.a qe" W TREATED 2x6 BILL. SOME LOCATIONS,SEE FND.PLAN �! W �j OG( EMBED)W/ TREATED 2x6 SILL PL. W TREATED 2A6 SILL PL a 3A6"X 2"X 2"BILL W/W-DIA AB•481 N W/U2°'EM ED•48° Ojr.iN..:o•..• FL.WA6HER5,TTP. ;..n..I OC.(T"EMBED)W °)C / 3A62 X2°D61 a . .:tl..•nT.. .Il...tl•.:: 3A6°X2°X2"SILL . PL.WASHERS,ITN. •TI...:: PL.WASHERS,TYR. V'1 3--4 BAR CONT. ID06"VAPOR BARRIER 2-F BAR CONL 2-•4 BAR CLNT. F" ID06"VAPOR BARRIER { II II''/A� �+ /�.1�. y� ID06"VAPOR BARRIER A IUALL SECTION (2-HI?.) COMPEARiH �1 WA" SrmCTION "P,4RNTY"� =COMP EARTH G WY4.4LL S9C I �ON �OP I.� COMP EARTH Z A92 Irz""I'-o" A92 In"=r-0" A92 1R^=r-m" 2 HOUR PARTY WALL I HOUR PARTY WALL I HOUR PARTY WALL NOTES: L'\ NMS: 1 A FESSION NOTES: I.1 HOUR OS CONSTRUCTION SAVE OVER TO BE CONTINUOUS THROUGH ALL ALL_ L I HOUR CONSTRICTION HA BE CONTINUOUS THROUGH ALL Q 4� ENCLOSED SAVE OVER HANGS. ALL DEPARTMENT OF N MUST COMPLY UR WITH THE DEVELOPMENT, REGISTER',PARR VI OF THE ENCLOSED EAVE o1ER HANGS. L GTP CRETE To EXTEND UNDER BATH TUBS f DEPARTMENT OF HOI151NG MID URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT •ALL 2ND 4 3RD FLOOR ITS 9 2.FIRE DAMPERS AR_EOb.AT ALL DUCT PENETRATIONS SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- 2.FIRE DAMPERS ARE REO'D.AT ALL DUCT PENETRATIONS ('' (Y OF THE I-HOUR OCCUPANCY SEPARATIONS. 2.AT ALL IHR AND 2HR FIRE WALLS- `� OF THE I-HOUR OCCUPANCY SEPARATIONS. d FINAL FAIR UST ALSO ACCESSIBILITY GUIDELINES DATED LLED.MARCH 6,ED THE 3.vERi.IRE BLOCKING B REQUIRED AT A MAX GYP BOARD AND IUD SHALL EXTEND I / \' 3. C.A FIRE BLOCKING 15 REQUIREDLD AT A MAX IV-0" PROJECT MUST Y THE MEEK THE FEDERAL ACT OF 1913 A6 AMENDED AS - BEHIND TUB AND NB S1RR71P1D. \ � OL.Ai AIRSPACE E1EIWEEN ALL DOUBLE WALLS. IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY SNMIDARDS'(I1FA$)AND OL.AT AIRSPACE BETWEEN ALL DOUBLE WALLS. O 4.THE MAX FLAME-SPREAD CLASS OF WALL 1 CEILING IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE , \VAT FINISH MAT.ARE EOUIFED TO COMPLY WITH IBC. OF ACCESSIBILITY SHALLq THE MAX FLAME-SPREAD CLASS OF WALL(CEILING BE COMPLIED WITH. FINISH MAT.ARE p 10 COMPLY WITH IBC. SEC.003 1 TABLE 0035. REQUIREDSEC,803 R TABLE 8035. 5-2-05 I pit O �a w N <Lf) 12 S DRAWN BY: RSS CHECKED BY: GAM 'I JOB NO: 04-061 PLOT SCALE: 1/2"=1'-0" Q 0 y i----------- - -------------- --------i 7 I I 0 I :Q , i a I I I I I I ; ❑ I I I ___ T.O.W. _ , --- p Y R-38 BATT INSULATION Z �i (2)LAYERS OF 5/8" 0 TYPE'X'GYP.BD. E w � m ^ w � p n 42'HIGH FRAMED a WALL W/Ix CAP \ w !-$BABY CORRIDOR 3/4"GYP CONC ON 3/4" 2 W"BREADLOAF TtG PLY/055 SUB-FLOOR STYLE HANDRAIL F ON 1-3/4"xS-1/2"TJI'S-SEE �� L`,.__a'! FLOOR PLANE FOR TYP. — JOIST SPACING 2ND.FLR - ————————————————————————————— I r b i 1UBx21 BTL.GIRDER BM. (2)LAYERS OF IR" W/U7 THREADED STUDS TYPE'X'GYP.BD. 0 ON TOP m 48"O.C.MR OVER RC-I CHANNEL LIF a 2x PLATE TYP.AT FLOOR-CEILING ASSEMBLY 2x6 STUDS m IIr."O.C. W ❑ � W o OFFICE CORRID0 LOUNGE D 0 3/4"GYP CONC ON 3/4" Z TtG PLY/OSB SUB-FLOOREl d ON I-3/4"xS-1/!"TJI'S-SEE FLOOR PLANS FOR TYP. w w w JOIST SPACING ,I® w A, ❑ 1 1 1 1 1 GRAWLSPAGE 1 1 :; 1 1 1 ii_;:..�.t=r•: 1 v,_:«�I::.�: , :•..; ...... -..:is .:...• ..:..:.:::.. ,��wwwws ,�wwwawA ,mew wwn�'"' 5'2-05J.._. A G H A29 A23 A23 1 A SUIL-DING eMICTION 'S COMMUNIT-T- AREA A93 A9.3 I 1/2°GYP SMOKE ENCLONRE SEE ATTIC DRAFTSTOP I I PLANS FOR LOCATIONS 1 1/J" 1�WELDED TUBE PER IBC.SECTION ma STEEL GUA RAIL ASSEMBLY ��) 3 W/1 1/L'DIA, ALLUSTERS 2"(MIN.)LIGHT WEIGHT CONC. - w as O.C. W/W6x6-1.4/IA WW)F.OVER (2)LAYERS OF b MIL.POLY I OVER 3/4"T4G PLYWD SHTG. r 10 ID WELD PLATE (®STEEL GUARDRAIL) U 2 MOLDING, THICK ALUM.PERIMETER ' 3 z MOLDING,KJF 13110 BY WWW UT IIIYY`�!l0Ohl��� 'NON-FERROUS EXTRUSIONS'NOTE:MITRE AND WELD ALL V V CORNERS AND GRIND R•38 MSL A55EMBLY 5 SMOOTH. ------------------------------- 2*BOTTOM CHORD OI 1-14RROOF:/CEILING RATED G ASS'YGEILING OR I # ROOF/CEILING ASS'7. O I-FIR RATED WALL CONSTRUCTION C 'SIMPSON-JB210' _ JOIST HANGER TYP. (2l LAYER55/0"'X'GYP BD - .W O I-HR RATED FLOOR/CEILING ASS'Y. O DRAWN BY: RSS O 1-1/4"Th.LSL RIM BOARD - 2xi0 JOIST6®16"O.G. - I CHECKED BY: GAM �� I �,JOB NO: 04-081 60-MIN.ABB Y.RATING PER CANNLG 510; O 5/6"'x'GYP BD-NAILING: a PLOT SCALE: 3/4"=T'-0" Ix4 FURRING a 30"O.C. 6"UOWALABE�NAILL FIELD AND ASTM E-II9 BY INTERTEK TESTING SVC. FOR INSTALLATION OF SOFFIT MATERIAL _ 2"56"67UDS AT I6"OG WITH } FIRE BLOCKING AT 10'-O"OL. m p }� }q q�+�+�*I� I 1B" MAX.-NORIZ AND VERY A RIRE M14 i Eo /^'h�` srz I15i_Y 35"SpAID BATI MSIL. � gi A0.4 3/4"=r-m" Tod ATo-Or- NAart�: FETAL SOFFIT IOd AT 6°Or- METAL SOFFIT 3/4"GYP CONC ON 3/4"t+G PLY/065 W/CONT. i 3 IR"x.I/4"P'L BM. SUB FLOOR ON 13/4"IR'TJI'S At 2x4 NAILER IS'O.C. NAILING:10d AT 6"Or— (WRAPPED IN PRE-FIN.METAL) AT EDGE AND 10"OL.AT FIELD IL ava 3 4x4x1/4"T.S.COLUMN,BEYOND C SOLID BLOGKINS EA WALL R-11 SOJTID INSL-UNFACED i O I NOTE:PROVIDE SOLID BLOCKING AT PLYWD JOINTS AT 2ND 4 3RD FLOORS ONLY 4 6 FLASHING DETAIL. a DEC< EMSE g (2)LAYERS 0"'X'GYP.BD.ON B A9.4 3"=r-v Iq"RESILIENT ONAMEL FFM 2 FACINGS,SUCHSUCH ASAVAPOR BARf021ER6 COR BYEATHER n 9 KYW Q PAPERS INSTALLED WITHIN FLOOR-CEILMG ASSEMBLIES, ' WALLS,CRAWL SPACES OR ATTICS SHALL HAVE A FLAME T� SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY PARALLEL WALL 1 NOT TO EXCEED 450 WHEN TESTED M ACCORDANCE WITH 4&°1 a ASTM E04 PER IBD.SEC.TISI 41152 a O TWO LAYERS 5/8"TYPE'X' WALL TO FLOOR NAILNG GYPSUM BOARD 4" 4° L. FINFLOORING043/4'T*PLY/0S5 T 6-OC. 6'Or--NAILING:Od A O 2x4 MINIMUM STUDS AT EOa RAND 10"StJS FLOOR ON I 30L. FIELD.UPTAS AT 1 1 5/8"DIA.HOLES I I I/I" O iJl JOISTS i i i PROVIDE 14°FLOOR 5D. A7 ALL VINYL FLOOR AREAS OTWO LAYERS IR"TYPE'X' - 1 1 1 I _ GYPSUM BOARD �i R-II BAtt.MSUL. O CONTINUOUS 5/8"TYPE'X'GYPSUM A BOARD IN WEB AREA OF RIM JOIST O CONTINUOUS TA RIM JOIST C I BM.HANGER i c 0 (2)US TOP PLATE 3A6"STEEL I IF REQUIRED STL.COL. 2x6 STUDS s 16"O.C. 1 I i IL_______ I/t"GYP.BD.DRAFrbTOP I O I-MR.FLOOR/CEILMG SYSTEM 4"x4"xl/4" I 1 la"GYP.BD.DRAF'YSTOP 9 w W/I/t'"-TREATD A AB.Ia 2-HOUR WALL SEPARATION!FROM OCCUPANT ' I I ._: ,a_ 3n5°x 2^x 2°SILL Q SIDE) PER GANNLC$101 AND ASTM E-II9 I I I I - IF --I - POD. X 2"SILL WASNERS, TYR --- TY-P. CORRIDOR SEC1'fON BARRIER RTO ASSnMBLY 5M. HEN P 2N0�.BPF FOR. OECD �r,?�CLMPEA A4 -. Oa 4" 1 NOR PARTY WALL �IJ'L Try I I/A BM.WIDTH+I/S" E"1 I NOTES: NHVV O C ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER',PART A OF THE LENCLLOSEpgvEWOVE1 R Ham.CONTINJOA iFIRaUGH ALL Z 3/161,STL. DEPARTMENT OR HOUSING AND URBAN DEVELOPMENT,OFFICE GK THE ASSISTANT COL. .. .. COL.CAP,--",,I AP SECRETARY FOR FAIR H015MG AND EQUAL OPPOR7UNITT-24 CfR CHAPTER I- 2.FIRE DAMPERS ARE REO'D.AT ALL CUC7'PENETRATIONS O FINAL FAIR 14OUSM ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISBI.THE OF THE I-HOUR OCCUPANCY SEPARATIONS Tn a PROJECT MUST ALSO MEET THE FE14ABILITATION ACT OF IS13 AS AMENDED AS A VERT.FIRE BLCCKMG 15 REQUIRED AT A MAX 10'-0" .. . 0 ip IMPLEMENTED BY THE'UNIFOR'T FEDERAL ACCESSIBILITY STANDARDS'(UFA5)AND OL.AT AIR SPACE BETWEEN ALL DOUBLE WALLS. INCASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE 4.THE MAX FLAME-SPREAD CLASS OF WALL 1 CEILING 3 2 OF ACCESSIBILITY 8HALL BE COMPLIED WITH. ES S FINISH MAT.ARE REQUIRED TO COMPLY WITH IBC. ASSEMBLY B SEC 003 4 TABLE 0035. /' y i 1 NOTICE: THESE PLANS ARE THE CGPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT CO..O 48R4 TONGUE-AND-GROOVE 51-AN i i AND ARE PROTECTED BY LAW,THEY MAY NOT BE USED,COPIED OR MODIFIED RATED SHEATHING(EXPOSURE U WITHOUT THE PRIOR WRITTEN APPROVAL OF THOMAS DEVELOPMENT CO.THE I I 1 I REPRODUCTION OR USE OF THESE PLANS 15 WMT14ORIZED AND YOU WILL BE O TWO LAYERS 1/2"THICK TYPE'X' i i i PURRIED t0 THE FULLEST EXTENT OF THE LAW. TO sl GYPSUM BOARD OVER IR" i i I . RESILIENT CHANNEL 4"x4"xI/4" I ATE' P STL.COL. O TJI JOIST OR OPEN-UIEB TRUSS i i -•--• -•w•-� ' I 1 O OPTIMAL 3-1/4"THICK GLASS FIBER 1 BATT INSULATION(NOT SHOWN) " 5-2-05 1 60-MIN.ASS'Y.RATING PER NER-148, NER-200 AND UL DESIGN NO,L518 - riRE RA-rraO COLUMN CAP DEC< ROOD o +. A9.4 MEM I"WATER LINE UP I"WATER LINE UP I"WATER LINE UP V FROM CRAWLSPACE FROM CRAWLSPACE PROM CRAWLSPACE W/SHUT-OPF VALVE W/SHUT-OFF VALVE W/8HUT-OFF VALVE77 R+I 2°VTR 17 •2°m 2" P-II q, IP-11 P-II P II q I-BR UNIT 3/ W TYPE 'A' 2-BR UNIT I-BR UNIT I-BR UNIT I-BR UNIT 2-BR UNIT o TYPE'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' w \I r z 2"BLDG.WATER 3 a6 N I-U2 I-I/2 2 LINE FROM MAIN a z LE WATER SUPPLY � 2 VIR �� VTR 2ii ' LEE a ,. . \ . . 4" � 3 WASTE FROM 2"WASTE "WASTE FROM "WASTE PROM "WASTE PROM 2"WASTE "WASTE F "�IA6TE F�M "WASV PROM a FLOOR ABO LOOR ABOVE FLOOR ABOVEFLOOR A VE 211 WASTE OOR ABOVE FLOOR ABO OOR ABOVE FLOOR ABO \ OOR APOVE FLOOR ABO V2R ,.. .... i Oo - aea� 4 MET[FROM ._...._..-. _.. _ _ - .. - ^-+ DRAWN BY: RSS -- ,— - r�_,..,..r 4"CO. 2' — 2" FL WASTE FROM i CHECKED BY: LWS FLOOR ABOVE 4" 2"VIR 2"VIR Y'VTR 2"VIR FLOOR ABOVE 4"WASTE FROM 4"WASTE FROM 2°T 2"VIR "WASTE FROM 4"FLOOR FROM 4"WASTE FROM 6" JOB NO: 04-061 F ABOVE 4u FLOOR ABOVE _ _ FLOOR ABOVE 4 _ FLOOR ABOVE -211� 2��VTR 4„ FLOOR ABOVE _ FLOOR ABovE i - -- - Z21E O-O- - -- -- - 0.°- - -- - TFLOW t0 MAM _oo 00 00 00 OT SCALE; 1 8 1 yV�42 ABiE FROM \ _. RLINE2° OR A(30VE � I I 4FLOORAB 2"YTR2"WASTE 4"CO.iG. YIR � 2" 2"WASTE FROM 2"WASTE PROM 2". i WASTE FROM �a P2"WASTE 2-BR UNIT FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE - FLOOR ABOVE -- 3/4" .TYPE 'A' 1-5R UNIT I-BR UNIT I-BR UNIT i-BR UNIT 2-5R UNIT TYPE 'B' TYPE 'B' TYPE 'A' TYPE 'B' TYPE'B' 3/„ 0 VTR I"WA R LINE UP kWA LINE UP I"W TER LINE UP FROM CRAWLSPA E RAWLSPA E ROM CRAWLSPACE UT- 0 ��++ �+q+ I �yI I I a ,ram PLAN y. III ALL CONSTRICTION MUST COMPLY WITH THE FEDERAL REGISTER',PART A OF THE Q P I P.S I r-h.O®P. PLUM51Na PLAN (L5M I U INC,) DEPARTMENT OF HOUSING AND URBAN DEVELOFMENL OFFICE OF THE ASSISTANT A SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- AI0.1 8"=I'-0" FINAL FAIR HOUSM ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISN.THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF M13 AS N"IENDED AS IMPLEMENTED BY THE'UNIFOW FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND P WATER LINE UP I"WATER LINE UP P WATER LINE UP INCASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE FROM CRAWLSPACE FROM CRAWLSPACE PROM CRAWLSPACE OF ACCESSIBILITY 814ALL BE COMPLIED WITH. W/SHUT-OFF VALVE W/SHUT-OFF VALVE W/SHUT-OFF VALVE w NOTES, SEE SHEETS A103,A10.4,A105 AND A10b FOR ENLARGED UNIT 1 COMM.WING PLUMBING PLANS. THESENOTICE. THESE PLANS ARE THE COPYRIGHTED FROPERTY CF iHCMAS 4" 3/4" 3/4" 3/4" DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT ,;.• BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN r"' All 2-BR UNIt I-BR UNIT I-BR UNIT I-BR UNIT I-BR UNIT 2-BR UNIT APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' OR USE OF THESE PLANS 16 UNAUTHORIZED AND YOU WILL BE 2"BLDG.WATER PURSUED 10 THE FULLEST EXTENT OF THE LAW. .,......W LINE FROM MAIN I WATER SUPPLY � i rvo P"'F''; � • " 2"VTR 2 a o V1R 2�� VIR 2„V1RLl W 4"CA.T& 'WASTE FROM 2"WASTE FR "WASTE FROM "WASTE FROM "WASTE FROM 2"WASTE F LOOR ABOVE FLOOR AB FLOOR ASO FLOOR ABOVE F OCR ABOVE FLOOR ABO " F OORIA50YE FLOOR E FROM EABO ® 2"VTR a /® � 0 0 o FLOOR ABO FLOOR ABOVE o o "WASTE FROM __ _ _ __ O FLOOR ABOVE 2"VfR 2"VfR 7'VTR 2"VT R 4"CA. 4„ FLOOR ABOVE 6u 4"WASTE FROM 4"WASTE FROM Ix 4" 4" 2"VIR 2'VfR 4"WASTE FROM 4„ 4"WASTE FROM 2 VTR 7'VTR 4"WASTE FROM 4"WASTE FROM FL A FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE 4" C ' _-__ __. -...u.._ OUTFLOW TO MAM - -- - ;;,® ---- VE SEWER LINE ! -- - o O o o FLOoR BO oo � o0 00 Oo - -- i „' • ASTE 2"WASTE\ OOR A" / FLOOR ABO ® y" STAI - - - oai. i FE6SI0 LOW I 2"WASTE FROM I 2"WASTE FROM 2"WASTE FROM � � 2"WASTE FROM 2-13R UNIT FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE TYPE 'B'1 2-BR UNIT y TYPE 'A' I-BR UNIT 1- N t i-BR U I BR UNIT I-BR UNIT a" TYPE 'B' 3/4" TYPE 'B' TYPE 'A' 3/4" TYPE 'B' 3/4" / SAq? O 10P�0 2"YTR P° 2 Vt P-11 /�/vm d,,�AIQ 1 5-2-05 I"WATER LII E UP P WATER LI UP I"WATER L UP FROM GRAIL SPA E FRGM CRAWL6PA E a FROM CRAWLBPA E a HUT-Cd#XA � e FIRST 1'LOORD 1Dl_UM51NCa PLAN MIGHT l"UING) AI0.1 va"=r-m" P WATER LINE UP I"WATER LINE UP I"WATER LINE UP U a 1 ------ -EROM GRAWLSPACE-- ----- -FROM GRAWLSPAGE- -FJ4O9.CRAWLSPACE- W/SHUT-OFF VALVE i i W/SHUT-OFF VALVE J r----------- J I I W/SHUT-OFF VALVE I A•I I I I I I I w I r'vrR I I 2" I I �2" I 0] r------------J L-----------J L.-----------J I------------ 1 �/ �J w I I I r W Q� a I 2-BR UNIT I-BR UNIT i-BR UNIT I-BR UNIT 1-5R UNIT 2-5R UNIT w Q I TYPE 'B' TYPE 'B' TYPE 'B' TYPE'B' TYPE 'B' TYPE' ' I Z w y a N J g ---- 1 -- -- NNH a2 VTR2" VTR 2n 'VTR2" ZOA 2 VAR ® "WASTE FROP1 2"WASTE "WASTE FRO1 "WASTE FROM " °WASTE FROM "WASTE FROM I , N m a 3 WASTE FROM 2"WASTE F "WASTE FROM T'UTASTE i I OOR BELOW FLOOR BEL FLOOR BELO LOOR BELOW )OR BELOW FLOOR BELT FLOOR BELOW LOOK BELOW FLOOR BEL ® ,2"VTR i ...t...... .- .. � OOR BELOW I ® ® Oa a0 ® ® o 0 0 o 4 WASTE - - DRAWN BY: RSS FLOOR 5ptgW 1"VTR 2"VTR 2"VTR 2"VTR - — —_ CHECKED BY: LWS I 4"WASTELWbM 4"WASTE FROM 2"VTR 2"VTR 4"WASTE FROM 4"WASTE FROM 4"WASTE FROM- FL,P701�2 BELOW 2"VTR 2"VTR 4"WASTE FROM 4'bUAbTE FROM I JOB NO: 04-061 FLOOR BELOW - - - - FLOOR BELOW FLOOR BELOW - - - - FLOOR BELOW FLOOR BELOW I PLOT L- i 00 Oo ®._ ® -- - O Oo - -- ® ® -- - 00 Do Z � 2"VTR 2" TASTE FROM 2"WASTE I ® F OOR BELOW FLOOR BEL ® 2 VTR I ,VTR -- -- 2n -- -- I vim r VTR I -- -- 2"WASTE FROM i a 2"WASTE FROM 2"WASTE FROM 8 FLOOR BELOW FLOOR BELOW FLOOR BELOW a 2"WASTE FROM _ I 2-BR UNIT FLOOR BELOW I TYPE V -BR UNIT 1-15R UNIT 1-15R UNIT 1-5R UNIT 2-BR UNIT O TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I I Ij I I I o —il— .. I — 1� I I I L---- ' g I "VTR I "VTR I I "VrR I P WA R LINE UP I I"WA R LINE UP I I I ,i FROM CRAWLSPA I"W TER LINE UP E I CRAWLSPA E I I FROM CRAWLS UP E I � I I � e l L---- ---- -J L---------------------J L---------------------J O NOTE: �+ p.� I I I I} g �e /� !. �• WING) I /� ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART A OF THE $RCOND PLOOR PLU IGe7ING, Pl—AN (LrAFF I W ING) DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT s S A SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- AIOs I/8 I'-m° FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH(,13SI.THE a PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS IMPLEMENTED BY THE%NIFOR'I FEDERAL ACCESSIBILITY STANDARDS'WAS)AND P WATER LINE UP I"WATER LINE UP I"WATER LINE UP IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE J32O4CRAWLSP1aCE ----------- -EROM-CRAWLSEACE ------- __�yRAWSLACE OF ACCESSIBILITY SHALL BE COMPLIED WITH. W/SMUT-OFF VALVE i W/SHUT-OFF VALVE i i W/SHUT-OFF VALVE ----------- yw I I I I Nis: q I SEE SHEETS AI03,AI0.4,AI05 AND AIOb FOR ENLARGED UNIT 4 COMM.WING �i "VTR 1 I "VTR I I "VTR PLUMBING PLANS. [� I I I NOTICE: I I t14E6E PLANS ARE THE COPYRIGHTED PROPERTY OF iHOMA5 DEVELOPMENT CO.AND AIRE PROTECTED BY LAW.THEY MAY NOT 2-BR UNIT I-BR UNIT 1-5R UNIT I-BR UNIT I-BR UNIT 2-5R UNIT I BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN APPROVAL OF THOMAS DEVELOPMENT GO,THE REPRODUCTION TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE 4 I PURSUED TO THE FULLEST MEW OF THE LAW. � „5 -- -- o 2"VTR -- 2" ' VTR 2n ... .. PQ -- _ _ -- � I VTR -- -- a^vIR I W 2„VTR ® "WASTE FROM 2"WASTE "WASTE FROM "WASTE FROM �� "WASTE FROM "WASTE FROM "WASTE FROM 2"WASTE F WASTE FROM 2"WASTE F FLOOR BELOW OOR BELOW ® I•a F OOR BELOW FLOOR BEL I FLOOR BEL F OOR BELOW FLOOR BELO 2"VTR i i LOOR BELOW 'o-o ®BELOW LOOK®LOW o o O o ! L----- � V L WASTE FROM 4"WASTE FROM x FLOOR 8€COW 2 VTR z"VTR 2"VTR 2"VTR F a FLU BELOW L BELOW 4"�UUA�aTE FROM WAS 4"WASTE FROM 2��yTR 2"VTR 4"WASTE FROM 4"WASTE FROM 2•v� 2"VTR 4"WASTE F F ROM I " FLOOR BELOW FLOOR BELOW - - - - FLOOR BELOW FLOOR BELOW - - - - FLOOR BELOW O _- - FLOOR BELOW__ - - 00 Oo 00 Oo ASTE FROM 2"WASTE F OOR BELOW FLOOR BE 2•YtR -- -- 2" -- -- i i -- - - -- STAIR QPpFESS Nq(o m 2"WASTE FROM i 2"WASTE FROM 1"WASTE FROM F o i p 2"WASTE FROM ----- � -- -- FLOOR BELOW FLOOR BELOW FLOOR BELOW 211 2-BR UNIT FLOOR - TYPE 'B' 1-5R UNIT I-BR UNIT 1-5R UNIT 1-BR UNIT 2-BR UNIT _ TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I sr o I i Qlf O'\OPT I I 1 I I L------------ 5-2-05 I 2"vrR I I 2"VTR I I 2° I I"WATER L UP I"WATER LI UP I I I"WATER LI UP Vrs FROM CRAWLSP E IF II FROM CRAWL P I I FROM CRAWLSPA E II I L-------- --------- L--- � � ------- I LI ---------------------JI SI=G®N� FLOOR PLUMBING ���N C?IC�T UJINC� Al . 6"FIRE SERVICE LINE FROM MAIN WATER SUPPLY T BLDG.WA a LINE F PPL - P-n FIRE KIIiGHEN 3/ a >rn MECH I Z"BLDG.WATER FIRE RISER W Q N a LINE FROM MAIN )=XERCI$E GRAFT ROOM LAUNDRY i v, w > WATER SUPPLY 4"W TE FROM 3/4"WATER LME F+ Q Z PLO ABOVE Z"VTR UP FROM FLOOR 4" c O J F�r,rs I Z„ BELOW,TYP. FL LOW J Z66, I L - - OPEN TO U 3ZRm OD OUNCE BELOW ELEV. `7, i 1 — —————— -- i Hot 4" DRAWN BY: RSS - _.--- — ------1----- - CHECKED BY: GAM JOB NO: 04-061 i � 1 �1 I L_j '� I j i PLOT SCALE: 1/8"=1'-0" I OFFICE WAITING 1 LIBRARY OPEN TO m BELOW W i STAIR F i I I 1 I •b"CD TA • I • • P O OUTFLOW TO MAIN SEWER LINE ] w w g I�IP�� L04 PLUM51NCT, #ol-AN (COMM. UJINS) �B1 SECOND I oom l=LUM®INC, PLAN (COMM. wxa) G 103 va"=r-m" NOT 103 ve"=r_o' 1�r { I ^ ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART OF THE ^Q]i NOTICE; ALL VI SrE PLANS ARE THE COPYRIGHTED PROPERTY OF TFIOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-34 CFR CHAPTER MODIFIED WITHOUT THE PRIOR WRIT TEN TTEN I- BE USED,COPIED ftEN FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSI. THE APPROVAL OF DO DEVELOPMENT C.O.iNE REP� N PROJECT MUST ALSO MEET THE REHABILITATION ACT OF ISIS AS AMENDED AS W OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE OR BY tHE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND W PURSUED TO THE FULLEST D(TENT OF THE LAW IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. F NOTES: O SEE SHEETS A10.4,A105 AND A10.6 FOR ENLARGED UNIT 1 COMM.WING H I PLUMBING PLANS. C) Z �pFE SIO/yq� MECHANICAL SCHEDULE FIXTURE SCHEDULE Q y SYMBOL DESCRIPTION 57M DESCRIPTION HOT COLD WA51E VENT OI P-I WATER CLOSET 0° g° Z. WASTE LINE - , P-Z LAVATORY Ik° IO° I U!" I in" / COLD WATER LINE In- SHOWER 0 TUWHIOSTATIC OR MIXMG VALVE) VV i!° 10. 1 IR° j sA'9Tf 1DP�HOT WATER LME P-4 KITCHEN SIPS: 1/2. I!/" Z° Z° / �i ———————— HORIZONTAL VEM LINE WATER VALVE P-5 HC WATER CLOSET _. Vj" 3" Z° a� P-6 HC LAVATORf N° Vt" I N" I V2" I G VERTICAL VENT LINE -- • VTR VENT TO ROOF P-T HC SHOUER(W/THEWOSTATIC OR MIXMG VALVE) V2" D" 1 1 IR" 1 V2° a ��ff VERTICAL WATER LINE OONNECTION P-8 WC KITCHEN SW �" b2, Z" 2" 7 5-G-05 P-S WATER HEATER 3/4" 3/4° 3° Z° 7+i UNION HOSE BIB P-IO WASHER 1/2° N" 1° Z" P-II NOSE BIB 3/4° i CO.TG. CLEMI OUT TO GRADE - lKl SHUT OFF VALVE MAIN BLDG.SEWER LINE - MAIN BLDG.SEWER LINE SEE BLDG.PLMB.PLAN SEE BLDG.PLMB.PLAN FOR SIZES AND DIRECTION FOR SIZE 5 AND DIRECTION OF RIkJS,ttP. U 2 VTR q 4"WASTE FROM 3" 3" 4"WASTE FROM 4" �Po1N5,Tyr. �1 FLOOR ABOVE FLOOR ABOVE 4 VTR 0 - Q C P-1 P-21rz _ Q_ \___ _____ P�\ � Q 00 3/4° KITCHE I - N - I ITCHEN�' 4" I TTad�'' w J �� 2n I\ / 2 \\\MATH Ilk2"WASTE M N. DW I o..l o \�' F' DW P 2 WASTE FR FLOOR A L.--� I o o f ro UTI `__ I f OOR ABOVE UTIL. P-1 W __ ----- - 2"VTR -10 i � Z D ii w-Lc- rz" 2"vIR w.I.c 3/4" 3/4" b d] DRAWN BY: RSS CHECKED BY: GAM JOB NO: 04-061 LIVING LIVING PLOT SCALE: 1/4"=I'-0" BEDROOM 3141, 3/4" BEDROOM 1 I NOTE, NOTE: ALL WATER LINE RUNS ALL WATER LINE RUNS Q IN UNHEATED SPACES IN UNHEATED SPACES p TO BE INSULATED,TTP. TO BE INSULATED,TYP. NOTICE: THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT CO.MID ARE PROTECTED BY LAW.THEY MAY NOi _ ____ BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR W2ITTEN j APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE O PURSUED TO THE FULLEST EXTENT OF 114E LAW J a STOR $_TOO Fs. 2"VTR 2 VIR p NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOFMENT,OFFICE OF THE ASSISTANT I"WATER LINE UP I"WATER LINE UP .I. SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTI NItt-24 CPR CHAPTER I- (j P 9 FROM CRAWL5PACE FROM CRAWLSPACE P-9 FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1"1.THE Z ,� ❑ W/SHUT OFF VALVE W/SHUT OFF VALVE ❑ PROJECT MUST X60 MEET THE REHABILITATION ACT OF 1913 AS AMENDED AS IMPLEMENTED BY THE UNIFM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND •SEE SHEET A103 FOR SCHEDULES. •SEE SHEET A103 FOR SCHEDULES. M CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILItt SHALL BE COMPLIED WITH. /—A1 ENI-ARGS© 1-5R. TYPE 'B' UNiT PLUi` E51NG PLAN a1 ENLadMOD 1-1�P- T"'PE '.a' UNIT PLU 51NG• P1-AN 1�4j0.4 I/4"=I'-0" 654 SQ.FT. 10-d 1/4""1'-0" 654 SQ.FT. T� Q MAIN BLDG.SEWER LINE MAIN BLDG.SEWER LINE SEE BLDG.PLMB.PLAN SEE BLDG.PLMB.PLAN FOR SIZES AND DIRECTION FOR SIZES AND DIRECTION OF R NS, . OF RINS,TYP. 1rT,1 3' q�� TYP q, 4°WASTE FRCM '.. 4"WASTE FROM FLOOR yE F°•y - Q-D ---- ----- I 3" L-j Sr I ----- --- Q-Q - F QI p_g 21 VIR / \�` I I P- �O O BATH I-1/2 i i y- i❑ 1-I/1 AL" BATH KITCHEN 1 ' 2 i i i\ l� 2 1 KITCH N \ U -_J "WASTE FROM W i i W❑ D Y'WASTE i i FLOOR ABO 31 Bo - --- -- - UTI ____ 2"VIR 2"VIR BEDROOM BEDROOM 3 H O IVING BEDROOM 5ED UvING Z NOTE.- ALL WATER LINE FINS IN UNHEATED SPACES ALL WATER LINE R.NS FESSIGh: i0 BE INSULATED,1 IN UNHEATED SPACES 'T< 1'P. TO BE INSULATED, LOWE STOL 2^VTRSTOR. SrgTe oF�oP�o �. w9 w+ 5-2-05 I"WATER LINE UP ❑ FROM CRAWLSPAOE '❑ W/SHUT OFF VALVE P WATER LINE UP •SEE SHEET A103 FOR SCHEDULES. •SEE SHEET A103 FOR SCHEDULES. FROM CRAWLSPACE W/SHUT OFF VALVE c ENLA1 G90 2-SR. T1'PE 'B' UNIT PLUM5lNa- RI-AN D 1 NL��' IED 2-5R. T"'P'E 'A' UNIT PLUi BING'� PLAN 10.4 1/4"=I'-0" 596 SQ.FT. S p Inn 1"BLD TER b"FIRE SERVICE �M4y U J I . LINE MAIN -LINE FROM MAIN ) a 3 m W! WATER LY WATER SUPPLY w PD.RISEIL MEGH. DRAWN BY: RSS P-9 DIRECT FD. I VENT W.H. I CHECKED BY: GAM { Ell KITCHEN I JOB NO: 04-061 3/4' 3/4"WATER LINE EXERCISE PLOT SCALE: 1/4"=V-0" v11' 3 2" 314" UP TO FLR ABOVE } 4"WASTE m FLOOR ABO WELEV I 1' it __II 1/2"MEGH. I I a" a 1 L__ OUNCE s"vTR I o I I i I1 1"VTR I I ELE N-llJ a I t i- 4 I 'g 6"O.O. 4" 4" a C) 6" A ' ------------- ---- ----------- I I ST it l i 1 OFFICE WAITING STAI -- MECHANICAL SC44EDULE � j I SYMBOL DESCRIPTION W WASTE LINE W COLD WATER LINE HOT WATER LINE 6"CO.TG. I -------- HORIZONTAL VENT LIW 0 ® I 0— WATER VALVE T F I Vu� I G VERTICAL VENT LME ---------------J O VIR VENT TO ROOF 0— VERTICAL WATER Lm CIXAECTION O OUTFLOW TO MAINT I+: WON SERVICE LINE 144— HOSE BIB CDSG. CLEAN OUT t0 GRADE DG SHUT OFF VALVE ES IONq( �1 ENLARGED IST FLIP. COMM. UJING PLUMEIIING PLAN FIXTURE 5CHEDULE �o r SYM DESCRIPTION Hot COLD WASTE VENT w,LO P-1 WATER CLOSET - V2" 3. 2" P-1 LAVATORY la° Vt• I Vl• I IR" O P4 SHOWER(W/iHER105TATIC OR MIXNG VALVE) U2" 1R" I V!" I IR" qTf OF' P� NOTE: NOTICE, P-4 KITCHEN SW, 2. Y' ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART vl OF THE T14ESSE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS P-5 HC WATER CLOSET -- 1,2" 3" 1" DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT p-6 HC LAVATORY IO" yl° I N° I to" FOR FAIR HOUSING AND EQUAL OPPORTUNITY-14 CFR CHAPTER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,MSI. THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION P-1 He SHOVER(W/114ER106TATIC ORMIxMG VALVE) i/P V1° 1 D° 1 IR" S-Z-OS PROJECT MUST ALSO MEET THE REHABILITATION AGT OF 1913 AS AMENDED AS OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE IMPLEMENTED BY THE'UNIFORiM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND PURSUED TO THE FULLEST EXTENT OF 114E LAW. P-S HC KITCHEN SRC 1/2, W° 1° V A IN CASE OF CONPLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE P-9 WATER HEATER 3/4' 3N" Y 7' i OF ACCE551BILITY SHALL BE COMPLIED WITH. P-10 WASHER U2° la° 2° 2" I P-II HOSE BIB 3/4• - - , J��/T,\ LI O� W owl rlRE COD PD.RISER �jy'� �Id��3 DRAWN BY: RSS GRAFT,ROOM 0 CHECKED BY: GAM JOB NO: 04-061 LAUNDRY D PLOT SCALE: 3/4"WATER LINE UP FROM FLOOR - d m BELOW,TYP. \ 4'WASTE i0 0 OPEN TO FLOOR BELOW F 2'VTR BELOW 2„VTR `Q --- ---- - p I --- PD � j 1i li 1/7 I ; I I i 1 Ev II 1 I V2" I 1 I � I I G CORRIDOR 0 i Q q 1 1 � 1111 I'll ' i �7-OPEN TO BELOW j 1 I I I LIBRARY � I d STAIR MECHANICAL SCHEDULE a SYMBOL DESCRIFTION - ) "". W . WASTE LINE W COLD WATER LME ROT WATER LM HORIZCNIAL VENT LME o El ❑ Da— WATER VALVE T 0 VERTICAL VENT LMIE • VTR VENT TO ROOF Fry m� VERTICAL WATER LINE COWECTION O I+, UJION fJ` HOSE BIB COSG. CLEAN Oltt TO GRADE .- LKl SFM OFF VALVE FESSIONA .` F-Nl oamam 2ND rim. comm. IUINC3 PLUM5INC3 PLAN FIXTURE SCHEDULE SYM DESCRIPTION HOT COLD WASTE VFW O I P-1 W41ER CLOSET i P.2 LAVATORY V2, I IIR• i P-3 SHOWER(W/THERMOSTATIC OR MIXING VALVE) IM N° I N° I V2- s�gTE 1 PLO NO1E• NOTICE P•4 KITCHEN SW IR" Ve' 2" 2° ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART vl OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS P-5 14C WATER CLOSET -- in. 3. 2. -, DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT p-b WC LAVATORY SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN U2° IR° I In. I N° . FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSI. THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION P-T I HC SHOWER(all THERMOSTATIC OR MIXING VALVE) 1/2- M° 114, 1112. F PROJECT MUST ALSO MEET THE REHABILITATION LITAC ACT OF 19T3 AS AMENDED AS OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE 5'2-05 I IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY PURSUED TO THE FULLEST EXTENT OF THE LAW. P-S HC KITCWM SNK SSIBILITY STANDARDS'(UFAS)AND IO" V2° 2° 2° ° IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE P-e WATER HEATER 3/4" 314° 3" 2" OF ACCESSIBILITY SHALL BE COMPLIED WITH. P-IO WASHER IO^ IR° 2° 2" P-II HOSE BIB 314° -- 1 A10.6 r------- - r r--- ------------- r--- --------------- a j I I I I I I I I I I I I 1 w I r W ¢Loo a 2-BR UNIT 1-BR UNIT I-BR UNIT 1-BR UNIT °I N n I _ - UNIT 2-BR UNIT _ TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' D • D I --------- --- --- Pat �. ---- --- --------- --------- ---- � I W. Elm •mt w I w w •-- 3 I 1 ® I I ° I o — — — -- _ I b O C I CHECKED BY: LWS I ® JOB NO: 04-061 I , FIRE EXTIN6UU3HER—— i I -- - 00 O o - -- -- - °-O- O o - -- ° ® ® -- - 0 0 0 00 - -- OUSE CABINET I NOTE: I ANEL m ALL FIRE ALARMS AND d SMOKE DETECTORS TO �1 I i BE INTERCONNECTEDJJ .Iw r I AT ALL COMMON AREAS - -- - E [Elm ---- -------- I i --------- --"---- ' I O I I I I 2-BR UNIT I-BR UNIT 1-5R UNIT 1-5R UNIT I-BR UNIT 2-5R UNIT a I TYPE'B' TYPE 'B' TYPE'B' TYPE 'B' TYPE 'B' TYPE'B' i a- I w I I o I I I I — I - ----J I g ------------ I I I I I I I I I I I I L--------------- J A L---------------------J L— J C N I /� I I 't' ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART VI OF THE SECOND FLOOR MALT�I G�II_ PLAN (LEPt W INa) DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT 'w SECRETARY FOR FAIROUSING AND EQUAL OFPORIUNITT-24 CPR CHAPTER I- I (�•1 -m" FINAL FAIR HOUSING ACE851BILITY GUIDELINES DATED WED.MARCH b,1991.THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1913 AS AMENDED AS IMPLEMENTED BY THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND IN CASE OF CO�LICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. r--------------------- -- ------------ r--------------------- Q 1 Q O OTES: I I 1 SEE SHEETS PLANS. AIL4,Ally AND Alib FOR ENLARGED UNIT 1 COMM.WING I I I I ELECTRICAL PLANS. [� I 714ESEPLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS aI I DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT I BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN I I I APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION 2-5R UNIT 1-BR UNIT 1-5R UNIT 1-5R UNIT 1-5R UNIT 2-5R UNIT I °R USE OF THESE PLANS IUNAUTHORIZED AND YOU WILL BE PURSUED TO THE FULLEST E EXTENT OF THE LAW. TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I I I � I I or I I I NOTE a _________ _________ ALL FIRE ALARMS AND D I D• i - --------- I SMOKE DETECTORS TO u V I I � O11° I BE INTERCONNECTED I� W • i I AT ALL COMMON AREAS a TO HdJ o O O o ® 1 L FIRE EXTINGUISHER Q PANEL oa ° ® ® ° - °° 'oro ° ° -- - ov °° - -- I Ca5TNE�-I U -- ° — I x C C ® f l 41 - ® C- I g s I � I 00 0o _ e e e ® ® e __ 00 00 O° OO I I I n I Cal I. C• PM e • • w Pert pyt yy I I • BAH DY s • e e W Net D I --- ----- .x I QP F6 N • i I --------- I 5510 9 I i i I I y�0 9n - I I 2-BR UNIT I-BR UNIT 1-BR UNIT 1-5R UNIT I-BR UNIT 2-5R UNIT I NOTE -I TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I �C FIRE EXTINGUISHER CABINET mrgr I I (VERIFY AND LOCATE FIRE E \V I EXTNGUIS14ERS AS CONFIRMED I BY LOCAL FIRE AUTHORITY.) I I 5-2-05 I I I I I I I 0 I I Q Q I I Q 0 I I ES L---------------------J L— ---------- J L_-- ------------_—J SECOND 1:1.00R ELECTRICAL Pl�.14N ('�?IC°�+�t UJINC'�) All s IST.FL. W.FL.i 2NO.FL EXT.FAN W/4"VENT THRU EXT.FAN W/4"VENT UP EXT.FAN W/4"VENT UP EXT.FAN W/4"VENT THRJ PROTECTED JOIST SPACE TO ROOF CAP W/ TO ROOF CAP W/ PROTECTED JOIST SPACE TO EXT.WALL CAP W/DAMPER DAMPER DAMPER TO EXT.WALL CAP W/DAMPER V a' 2ND,F is EXT.FAN-VENT UP TO ROOF +++ CAP W/DAMPER N w a p_w w w a ra 157.E " 50 CFM ----- __- _ __ _ ___ ____- � e Xt 0 BOTTOM OF TJI FRAMING 0 4x108D° p �E � u m ° F+I�0 CFT1TH\ SUPPORT FRAMING®4'-0" BATH 2 .FL. W KITCHEN / KITCHEN W '` 4XIO BD 1 2X4 LEDGER o TOP CENTERS OR AS REQ'D .i W 50 CFN7 N • t I i� 1 100 ChM 4x10 CD 100 QT1 IST.FL. I 2X2 FRAMING �/ w IST.FL 4x10 CD 100 CFM 1 & 132 �r \ FWI Q L ? 100 CFMI TIMER UTI� _ 410 BD \,I=CR1 ---- [L"'-w" \ / r� w CONTROLLED EXH. i - -- (� 4xi0 BD i-'- - \ 100 CR I TIMER V V Z 8 2 I`--a11 CONTROLLED EXH. LAID FLAT W N I� FAN W/4"DUCT KZ PROTECTED �csl PAN. DW i o o o o DW PAN. 2X4 FRAMING a 24"O.C. c+ i FAN W/4"DUCT TNRI PROTECTED co `- JOIST SPACE TO EXt.WALL CAP ® I1I7� Q z 6"DIA FRESH AIR DWN FROM__________ '® JOIST SPACE i0 EXT.WALL CAP + ' _____I W/DAMPER g W/DAMPER i � ❑ ROOF 1 RETURN AIR®FURd - b"DIA FRESH AIR DLLN FRdM w � 2X2 FRAMING 3 O�u1 I 1J•�•C• W AS REQUIRED BY CODES ROOF!RETURN AIR®FURN. %� D W.I.G. i y`�� CONTROLLED EXH. I AS REQUIRED BY CODES.) FAN W/4"DUCT TO i RETURN RETUrdI AIR i GYP.BD.FIN. ,`^y m ROOF CAP W/DAMPER GRILL•WALL GRILL-WALL ':`7 ®R)FvACE ®FURNACE i CONT.FIRE BLK'G. a s 3 3 AT SOFFIT LEVEL T'IOPiC14L S©PPIT METAL DRAWN BY: RSS Iv�NC3 E CHECKED BY: GAM � IVINCs All.5 va"=I'-m" JOB NO: 04-061 PLOT SCALE: 1/4"=1"-0" BEDROOM NOTE: BEDROOM m IS.FL: PVC DIRECT VENT SYSTEM MAY BE USED 100 cm IN LIEU OF SYSTEM SHOUN VERIFY W/LOCAL 100 CFM 410 FD IST.FL. 21,10.FL. BUILDING OFFICIAL. 4x10 FD Q T150 CFM 150 CFMI 150 CR1 NOTE: p 4AO FD 410 FO 410 FO T FIRE DAMPERS ARE REQUIRED AT ALL DUCT PENETRATIONS m m OF THE I-HOUR OCCUPANCY SEPARATIONS. IST.FL. 2�.�. 4"DIA DRYER VENT THRU COMBUSTION AIR-W 4"DIA DUCTS 4"DIA DRYER VENT THRU Z CRAWLSPACE UlDAMPMPER 70 EXT.WALL CAP APW/D DUN FRONT ROOF-(0 OPENING IN CRAWLSPACE 70 EXT.WALL NOTICE: O WELL UPPER 12"OF ENCLOSURE 4(U OPENING F 2NO.FL IN LOWER 12"OF ENCLOSURE CAP W/DAMPER<WELL THESE PLANS ARE THE f.OPYRIGHIED ARTY OF iHOMAS p, 4"DIA DRYER VENT THRU DEVELOPMENT CO.AND ARE PROTECTED BY LAW THEY MAY NOT ATTIC SPACE TO WALL STOR. IST.FL: $TOR BE USED,COPIED OR MODIFIED WITHOUT THE FRIOR WRITTEN }{ DAMPER COMBUSTION AIR-W 4"DIA DUCTS APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION w 714M PROTECTED JOIST SPACE-0)OPENING IN OR USE OF THESE PLANS IS U'WHORIZED AND YOU WILL BE p 6" FL.FRESH AIR UPPER 12"OF ENCLOSURE 1(U OPENING ® PURSUED TO THE FULLEST EXTENT OF THE LAW J R PROTECTED 0157 SPACE TOO RETURN AIR e M LOWER D"OF ENCLOSURE 6"FRESH AIR THRU PROTECTED FURN,AS MOD BY CODES JOIST SPACE TO RETURN AIR a ❑ 3"DIA FLUE 3"DIA FLUE FURN.A5 READ BY CODES C� THRU ROOF THRU ROOF NOTE.- Z FURNACE- R40 SERIES 20000 BTUH MR OUTPUT (DOWNDRAFT UNITS®FIRST FLOOR) SON LINES TO FREON LINES r0 FURNACE- RAO SERIES 20AM BTUH MIN OUTPUT (DOWDRAFT UNITS a FIRST FLOOR) ALL CONSTRICTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART A OF THE DEPARIMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT AIR COND- 15 TON IBp00 BTUH MIN OUTPUT (UPDRAFT UNITS®SECOND FLOOR) AC COMPRESSOR AC COMPRESSOR AIR COND- 15 TON IAOOO BTUH MIN OUTPUT (UPDRAFT UNITS-SECOND FLOOR) SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,MSI.THE O PROJECT MUST ALSO MEET THE REHABILITATION ACT OF M13 AS AMENDED AS A ENLARGED 1-BR. TYPE 'B' UNIT HY+�C PLAN �1 ENLARG2ED 1-BR. TYPE 'A' UNIT HVAC PLAN IMPLEMENTED CONFLICTS,THIE STANDARD THAT WILLIPROVIDE TAKE GREATEST DEGREE ^ Ally 4"=I'-m" 654 50.FT. AIIB 4"=I'-0" 654 50.FT. OF ACCESSIBILITY SHALL BE COMPLIED WITH. T� � IST.FL,7 2ND.FL. 2ND.FL. IST.FL. EXT.FAN W/4"VENT UP 4"DIA DRYER VENT T14M EXT.FAN W/4"VENT THRI TO ROOF CAP W/ ATTIC 5PACE TO WALL PROTECTED JOIST SPACE 6"DIA FRESH AIR DUN FROM DAMPER DAMPER TO EM.WALL GAP W/DAMPER 2ND L ROOF 1 RETURN AIR-FUI N --EXT.FAN W/4"VENT UP _ EXT.FAN-VENT UP TO ROOF A5 REQUIRED BY CODES. D ROOF CAP W/ Z CAP W/DAMPER DAMPER b"DIA FRESH AIR DM FROM ICI r -__ --_.�1 RETURN AIR®FURN. i 50 6FM IST.FL i i'_ i __ �✓' [� 0 AS REQUIRED BY CODES. 20,FL: i b0 CPM EXT.FAN UV 4"VENT THPoI PROTECTED JOCAP W/DAMPER IST SPACE I 4x10 CD 50 CRM KITCHEN ° I00 C 100 CR'I o i Fr7 4xi0 BD i0 EXT.WALL ( i \ 2ND. W.I.C. I i 1 KITCHEN \ 0 P" to F IF 50 CFM a I i\ 4x10 BD 4x10 CD W.FL. -- ` 50 CFM - \ - -- Ls 4xI0 CD i 50 cm4 1 CR'I I o II„o I i DW PAN. W ®D + i 4x10 FD W D L PAN. DW o o x'0_ L----i U I i 50 CFM i L ------------------- 4xl)FD UTIL. ------------------- °a FRO I - PROVIDE(U SE CFM SUPPLY W/INSECT SCREEN W j SUPPLY W INSECT SCREEN INTO CRAWLSPACE OF INTO CRAWLSPACE OF EAON UNIT,T'TP. EACH UNIT,TYP. N70 CFN1 TIMER (E'ER MTI'FILE'830965E) a PER MTI'FILE'630965E) -- - CONTROLLED EXH. Q FAN U/4"DUCT THRU PROTECTED JOIST SPACE TO W.WALL CAP w W/DAMPER BEDROOM BEDROOM I a NOTE: I yINCs IL L YIN PVC DIRECT VENT SYSTEM MAY BE USED 0 IN LIEU OF SYSTEM SHOWN.VERIFY W/LOCAL BUILDING OFFICIAL. 51 T.FL. IST.FL. BEDROOM b"FRESH AIR THRU PROTECTED JOIST SPACE 70 RETURN AIR® I.CFM BEDROOM FUR1 AS REQ'D BY CODES 4.10 FD 2ND.FL. DIRECT VENT SYSTEM MAY BE USED 150 FL. IST.c IST.FL. 2NID.FL• i 150 CFM 150 CR-I 100 Lt M> 100 CFM 4XI C D M LIEU G SYSTEM SHOUN. VERIFY W/LOCAL F S S I ON 4x10 CD 4x10 FD 4x10 4xi0 FD 4x10 CD T ISO CFM 100 CFM T 150 L'RM - BUILDING OFFICIAL. LGLI dxIO FD 4x10 FD + 4.10 FD 20 FL. — COMBUSTION AIR-W 4"DIA DUCTS - OWN FROM ROOF-fU OPENING IN IST.t 2N1D.FL. 1ST.FL / UPPER 12"OF ENCLOSURE t(1)OPENING 100 CM TIMER 4"DIA DRYER VENT iHRJ IN LOWER 12'OF ENCLOSURE CONTROLLED EXH. CRAWLSPACE TO EXT.WALL l'9TE' F 1. IST,EL `ST—O& FAN W/4"DUCT THPoI PROTECTED CAP W/DAMPER t WELL 4"DIA DRYER VENT THRJ �imoa IST.FL. COMBUSTION AIR-W 4"DIA DUCTS JOIST SPACE TO EXT.WALL CAP Nam.FL_. CRAWLSPACE TO W.WALL COMBUSTION AIR-(2)4"DIA DUCTS iNRI PROTECTED JOIST SPACE-0)OPENIN's M W/DAMPER 4"DIA DRYER VENT THR I CAP W/DAMPER 4 WELL THRI PROTECTED JOIST SPACE-f)OPENING IN UPPER 12'Or ENCLOSURE t(U OPENING ATTIC SPACE TO WALL IN LOWER 12"OF ENCLOSURE 5-Z IN LOWER 12"OF ENCLOSURE DAMPER UFFER 2 OF ENCLOSURE 1(U OPENING 3"DIA FLUE ❑ -05 3"DIA FLUE rNpl ROOF THRJ ROOF r tl VA C ..A,11.5 FREON LINES TO FURNACE- RAQ SERIES 24p00 BTUH MIN.OUTPUT (DOWNDRAFT UNITS®FIRST FLOOR) FURNACE- RAO SERIES 24p00 BTUH MIN OUTPUT (DOUORAFT UNITS a FIRST FLOOR) AC COMPRESSOR AIR COO- 15 TON 1S)000 BTUH MIN.OUTPUT (UPDRAFT UNITS a SECOND FLOOR) AIR COND- 15 TON 16000 BTUH MR OUTPUT (UPDRAPT UNITS a SECOND FLOOR) FREON LINES TO C ENLARGED 2-5R. TYPE 'B' UNIT H\/AC PLAN D ENL�4RGED 2-Bid. TYPE 'A' UNiT H\/AC PL14N AC COMPRESSOR A115 va"=r-m" 8S6 SQ.FT. All.$ I/4"=1'-m" 905$0.FT. 3/4"GYP-DECKING OVER U 3/4`iSG DECKING _-_--- 5/S"771. " "E X GYP.BD. �4 Q I , �a I EXHAUST FAN DUCT m W/FIRE DAMPER am z FREON LINES TO (Z/LAYER 1/t"TYPE"X"GYP.BD. Z q A/C COMPRESSOR ON I/1"RESILIENT CHANNEL Q N r T3 TM�u tRANS-SECTION A-A ExuausT FAN ROOF n � LL ' EXHAUST FAN DUCT COMBUSTION AIR-(I)4"DIA DUCTS 0 Op I 150 CH"I 60 �00 CFM �00 CfM " " iHRll WALL CAP-(U OPENING IN I 4x10 FD 4x10 FD y 4x10 fD �Y4 4x10 FD UPPER U"OF ENCLOSURE 1(U FIRE DAMPER 3 i i i t I-JOISTS 4 2x BLOCKING DRAWN BY: RSS OPENING M LOWER @"OF ENCLOSURE H. ® I 3 � EXHAUST FAN W/ II I IRX1 I 3"DIA DUCT OUT i i i i CHECKED BY: GAM 4x10 D 10 WALL GAP W/ O n _ KIT DAMPER v i JOB NO: 04-061 d i' ' PLOT SCALE: 1/4"=1'-O" I II 5/8"TYPE"X"GYP.BD. j d I EXERCISE A I A m ELEV.V A dST FAN W/ 3"D'IT DUCT OUT ¢W I i I I EXHAUST FAN 41 J DIA FRESH AIR DWN L CA I"IEG-I. TO W L CAP W/ F JOIST SPACE FROM WALL CAP '�-- DAMPER V DAMPER '^< EXHAUST PAN W/3"DIA ` J II II LOUNGE DUCT UP TO ROOF CAP ------ I I W/DAMPER � i i ------ •I I ALL GYP.BD.CORNER5/ Z I I JOINTS SHALL BE TIGHT O FITTING OR FIRE TAPED. F am PLAN-SECTION 15-5 m o 1 $ EXHW4UST FAN DUCT DETAIL a ----- ------------- ----- L_ Allb i Irz"=I'_m' z STANDARD OR con i I00 CFM 4x10 FD TANK r---, i/ \\ j EXPANSION 'e � I i 150 CFM PTO ' I I i Nor To T COLD to 3 150 CFM ��' I l I I HCUSE WH FD 410 FID i OFFICEMJ ® 1�1 EXHAUST PAN UN SEE NOTE 3"DIA DUCT OUT � TO WALL GAP W/ DAMPER WAITING Wx TURN 100 CFM ISO CRi ❑ A NOTES: x 0 FID 10 FD 4x10 FD I.7'tadVEQION TAKEN FROM VbWL HOT WATER LINE T14E 14 D FACE'DOWN.TH5 INSURES OU ANY AIR M /� W TNT HOT WATER LINE WILL SH fURaED OUi THE DOMESTIC w I � HOT WATER FAUCETS AND SHOLLERS. ® W I I HOT WATER TO AIR HANDLER I� a Qllb NOT TO SCALE T 0 L----------------I c) Z 9UILDINS WALL 4"YENTROL DRYER FURNACES- VAO SERIES W,000 BTUH MIN OUTPUT VEIN CAPE AUTO BD.DA"IFER pFES$ AIR COND- 4 TON 48=0 BTUH MIN OUTPUT N! / q90 �Q1 ENLARGED 1ST I=LR. COMM. WING H\/14C PLW4N FF�DAMPERS ARE REQUIRED AT ALL DUCT PENETRATIONS 29 OF THE I-HOUR OCCUPANCY SEPARATIONS DUCT FR7M DRIER CONVECTION S O O O ALUM DUCT SLEEVE 7"6 OF 10 TM WALL NOT • NOTICE: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT 0.0.AND ARE PROTECTED BY LAW.THEY MAY NOT 5-2-05 SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- BE USED,VIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSI. THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION ��DRYER VENt DETW41 L PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IS13 AS AMENDED AS OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UPAS)AND PURSUED TO THE FULLEST EXTENT OF 11aE LAW. Allb NOT TO SCALE IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE A11.6 OFACCESSIBILITYSHALL BE COMPLIED WITH. U.L.SYSTEM NO.FC2030 r y PLASTIC PIPE THROUGH I-HR a WOOD FLOOR ASSEMBLY a r-�a F RATING.1-HR I�y T RATING.I-HR. O"7 BOTTOM VIEW SECTION A-A Wz 4"DIA DRYER VENTS UN O O 3 WALL DAMPERS to ---- _- � O 100 CFM I00 CFM 100 GFrI 'Q A 1 10 FD 4x10 FD 410 F O DRAWN BY: RSS I00 CFT1 TIMER 0 CHECKED BY: GAM 100 CFM CONTROLLED EXFI. T JOB NO: 04-061 4xIO FD FAN W/4"DUCT UP 4 O GRAFT ROOM TO ROOF 8"x48"HIGH FRAMED OUT PLOT SCALE: 1/4"=1'-O" LAUNDRY 0 DRYER VENT WALL BEHIND DRYERS-DROP HEIGHT DOWN EXHAUST FAN W/ TO BELOW COUNTERTOP 3"DIA DUCT UP p FOLDING TABLE I. WOOD FLOOR/CEILING ASSEMBLY(UL.CLASSIFIED L500 SERIES)(I-HR FIRE-RATING) TO ROOF CAP W/, 2, LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER PLYWOOD,OR FLOOR Q DAMPER -------- OPEN TO BELOW TOPPING 3. TOP PLATEMIXTURE. e I EXHAUST FAN W/3"DIA j f 4. GYPSUM WALL ASSEMBLY(I-HR.FIRE-RATING) i DUCT UP TO ROOF GAP W/DAMPER �� i i 5. PENETRATING ITEM TO BE ONE OF THE FOLLOWING(ALSO SEE NOTE NO.2 BELOW1 I i 50 i A MAXIMUM 3"NOMINAL DIAMETER PVC PLASTIC PIPE(CELLULAR AND SOLID CORE). FI FV 1 4x FD j B.MAXIMM 3"NOMINAL DIAMETER ABS PLASTIC PIPE(CELLULAR AND SOLID CORE). ,mac C.MAXIMM 3"NOMINAL DIAMETER FRPP PLASTIC PIPE �Wj D.MAXIMM 3"NOMINAL DIAMETER CPVC PLASTIC PIPE p I I i i f 6. EN THE PIPE AND TOP PLATE TOTE MAXIMUM EXTENT POSSIBLEANNULAR 61-ACE BETWEEN THE PIPE USING 14ILRTI FS-ONE IING AND NTMESCENT FIRESTOP II SEALANT. II T. HILTI CP 643 FIRESTOP COLLAR(SEE TABLE BELOW). EXHAUST FAN W/3"DIA EXHAUST FAN W/3"DIA DUCT UP TO ROOF CAP DUCT UP TO ROOF CAP MOM.PIPE DIA PRODUCT DESCRIPTION 11 NO.OF MOUNTING TABS MAX HOLE SIZE W/DAMPER W/DAMPER CORRIDOR I-I/2" CP 643 50A5" 2" 2-I/8" 0 2-5/e" 0 3" CP 643 90/3" &' 4" NOTES: I.ANNULAR SPACE"MINIMUM 1/8",MAXIMUM 3/8". 2.CLOSED OR VENTED PIPING SYSTEM.(PVC,A55,FRPP.SCHEDULE 40,CPVC"SDR IV p"a 11 I% i i INSTALLATION INSTRUCT[ONb W � STEP I PREPARATION: ALL SURFACES MUST BE CLEAN,SOUND,DRY AND FROST FREE PRIOR TO yyy FAN D DIA DUCTUCTU UP i0 ROOF CAP I I ' i APPLICATION OF FIRE5TOF'PING MATERIALS. I I I00 CFM W/DAMPER f ( STEP 2 FIRESTOP SEALANT: APPLY THE REQUIRED DEPTH OF FIRESTOP SEALANT IN THE ANNULAR SPACE II i 4xt0 FD ( BETWEEN THE PIPE AND THE SUBFLOOR AND BETWEEN THE PIPE AND THE TOP PLATE.TOOL THE 11 I J SEALANT WITH A PUTTY KNIFE TO PUSH IT IN PLACE AND SMOOTH THE SURFACE.LEAVE BOTH COMPLETED I EXHAUST FAN W/ I SEALS UNDISTURBED FOR A MIN.OF 48 HOURS. 3"DIA DUCT OUT OPEN TO BELOW TO WALL CAP W/ STEP 3 FIRESTOP DEVICE: PLACE TE DEVICE AROUND THE PLASTIC PIPE AND PRESS TOGETHER THE OPEN DAMPER ENDS FIRMLY UNTIL IT CATCHES(CLOSE)WITH AN AUDIBLE"CLICK".INSTALL THE REQUIRED NUMBER OF MOUNTING TABS AROUND THE DEVICE AND SECURE THE TOP PLATE,WITH RECOMMENDED FASTENERS. S AR 100 F VENT / PIPE PENETRATION DETAIL AILS N07 t0 SCALE NOTE. DUCTS AT SECOND FLOOR TO BE KN O W UP AND THROUGH ATTIC SPACE AND r TO BE INSULATED WITH I",3/4'LS u VW FI5E SSLASS DUCT WRAP. F�1 E D a E DRIER VEIN LENGTH SHALL COMPLY WITH LMC 50432 O ■ ■ F�I+/■�1 by T Ap -O° c OVA z OVAL E D i m 41V ?• p SSI C 9 ENLARGED 2ND FLR_ Comm, LU INa H VAC PLAN FNOTE. DAMPERS ARE REQUIRED AT ALL DUCT PENETRATIONS "�iB�o®r>r�°` 4°0 o OF 714E I-HOUR OCCUPANCY SEPARATION$. �2pDa4b �R O tYP. DRYER VENT DETAIL NOTE NOTICE: . NOT TO SCALE ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF iHOMAS Ali DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW.MY MAY NOT DRYER VENT RN At FIRST FLOOR INRB 5-2-05 SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,I991. THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION 51-NEDULE , toiaL VENT LENGTH PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 19T OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL 3 A8 AMENDED AS BE vt�T B -c c I C- IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND PURSUED TO THE FULLEST EXTENT OF THE LAW. a" a' IN CASE OF CONFLICTS,THE STANDARDTHAT WILL PROVIDE THE GREATEST DEGREE ^ M1.7 OF ACCESSIBILITY 6HALL BE COMPLIEIED DRYER VENT RN AT SECOND FLOOR UNITS WITH. SCHEDULE , TOTAL VENT LENGTH OF 23'-0' •B B -C C C- D- VE T U� of a �8"DIA VENT iHgl ROOF; MH W/ROOFICAP , t0 s0=..w 4°xl0"RA S TION /' � vENr TRaNsinoN; ------------ ______________________ - 'DRAWN BY: RSS 4xi0 VENT CHECKED BY: GAM JOB NO: 04-061 it SECOND FLOOR RANGE it NOOD V DAMPER 1 PLOT SCALE: 1/2"-1'-0" n 4"xl0'EXNAl1ST VENT m o a i a r, o ------_- --------'---------------------- ------------------------------- ----- Z u II u II 0 u a a �I o----- 410 VENT u n li �I w FIRST FLOOR RANGE D NOOD W/DAMPER< o 4"xl0"EXHAUST VENT u o O z 0 R,4NGE HOOD VI'NTING � A11.8 1/2-*.-11. F I W r, O �9 U H O FESS I sT4 OF XID 5-2-05 Al 1.8 60'-W SEE ENCLOSURE DETAIL SHINGLES AS SPECD WITH MET NEXT SHEET EDGE ON 5/8'NOT.SPAN RATED r; 10'-2" 10'-I" Im'-I" 10'-I" 10'-I" IS'_2" ROOF SFITG.ON WOOD TRUSSES - E e 24"O.C. NAILING-ROOF:10d AT 4"OL. p•1 AI2U 'SIMPSON-HTTI6' EDGE AND 10"Of-AT FIELD 'SIMPSON-HTTI6' r ------------t-------------I-------------t-------- ----I-------------t'------------- HOLD-DOiBd HOLD-DOILN I r----- ----- VENT PATH 1••�W —— ----------------------- --------------- ----------- ------- ----------- ---------- ---- —ID O p ------- - --- 1T I I I I I HURRICANE CLIP Ai EA END OF EA fry TRUSS(SIMPSON HI OR EQUAL) II I I I i i i i 11 I m i 10d NAILS a 6"Or--TYPICAL a to I II I �aN R I i i l i I i i i i II I E. amp 4"LONG SLAB W/ i•i L————— —�———J(O 2.6 BLK'G 81W1 a 4'-0"O.C.UV VENT WIA-1.4 WXF.OVER I i I I i i 4"WASHED GRAVEL\ i i 9 PRE-FM METAL SU C� Z 2"X4'CONY BFASCIA w I i•i JI i•I B I I D 0pN.. W I � � I ON AI2.151M. a122 I i r i 20'-4/0 COPPER ELECTRODE 2x4 FRAMING , GROUND TO FUTURE ELEC.SERVICE PANEL i AS REQUIRED VINYL TRIM DRAWN BY: RSS 10"X I2"AB. I i i i i •40"OC.(TYP) i I PRE-Fu VENTED METAL IT CHECKED BY: LWS I i• i•i I I SIDING ON 1/2"APA RATED SHT'G JOB NO: 04-051 ON 2X4"STUDS AT I6"OL. I I " I I PLOT SCALE: 1/4 1'-0° -------------------- ---------------------- 51MPSIXN-HiTlb' ------------------------------•— HOLD-DOWN 'SIMPSON-HTTI6' D HOLD-DOWN �A1 6-514Y STORAGE FOUNDATION PLAN WALL SHEATHING NAILING: Ill REAR WALL-Sd AT 6"O.C.EDGE N 10"OL.FIELD AI2.1 4"=1'-m" END WALL-8d AT 4"OZ.EDGE N 10"OL,FIELD C AI21 O a TREATED 2"X SILL PLATE 1' W 1/2"XI0'AS.•48"Or-MAX O IV'-I" 10.4. i0'-i" 10'_2" 10'-10" <12"FROM ENDS(W/3/I6"X 2'X 2" SILL PL.WASHERS,TYPJ ON CONt. 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I THIS BAY ONLY TO I SEE SHT.Al(FOR TRASH IN VERT.BAR N FOOTINGS RECEIVE My 1 5/0" I ENCLOSURE DETAILS TYPE'k'GYP.BD.a _`i WALLS 1 CEILING I io _ ___ I THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THO`1A5 I DEVELOPMENT CO.AND ARE PROTECTED BY LAW THEY MAY NOT I I I (2)-4 REBAR CONY. BE USED,COINED MODIFIED WITHOUT T14E PRIOR APPROVAL OFTHOMAS DEVELOPMENT CO.THE REPRODUCTION FOOTING TO BE SET ON OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE UNDISTURBED SOIL OR PURSUED TO THE FULLEST EXTENT OF THE LAW ' I J COMPACTED GRAVEL FILL ®w,/ L————— D-------------------- ——————— D aDa 6-B14Y STORAGM TYP. ExT. 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UNIT THESE PLAN$ARE THE COPYRIGHTED PROPERTY OF THOMAS BE USED,COPIED OR MODIin DEVELOPMENT CO.AND �FIEDDWWI WITED HOUT THE PRIOR WRITTEN THEY NOT pF S IOiyq/ Q� q 2 WELD TABS ' •1'-0"O.G. 1 APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION OR USE OF THESE FLANS 15 UNAUTHORIZED AND YOU WILL BE - PURSUED TO HE FULLEST EXTENT OF HE LAW. 4x4 MTL. .. .-. l Sg7) ;Po 8" i i B ALL r F CF ALL CONSTRICTION MUST COMPLY WTH HE'FEDERAL�GI51ER',PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- r v FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,IN).THE SONO TUBE DEVELOPMENT MUST ALSO MEET THE REHABILITATION ACT OF IS13 AS AMENDED AS -�-�-� IMPLEMENTED BY THE%FORM FEDERAL ACCESSIBILITY STANDARD$'(UFAS)AND 5-2-05 ----- IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WTH. �E1 TRASH ENCLOSURE SEC./ FRONT ELMVATION Ai23 Well, -0.. 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