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HomeMy WebLinkAbout05-421 1338 N College Rd plans 24 U W GO Fc N Z O 32' _ 71x�� Rw - Z o I Q \3P7 NG NG NG NG Q CD �z I 0 15 30 60 I ^Y V) M EXISTING FIRE `'�-_� 2�19+Q0 20+00 21+001 22+00 23+00 ' SCALE IN FEET 0 _ .INv.sa.st-_-_-_-_.I --_-_-_ L___-_-_-_ -_-_-_I-_- _ _ Located iIl: } 00 Road Fag EXIS2- T SERVICE N O' 6q k -'" "- O EXISTING 6' 2'METER CONSTRUCT HANDICAP a'4 APPROAC N'Z N INSTALL 8° G 1 APPROACH ISTINC ,y� IRRIGATION BLOW nT t 3 3 ^to .l D,,,,,,,� /7 C_� •�ly CONSTRUCT^�V N E UNE •N 'L ACCESS N N 3 EXISTING PRESSURE rL SW4 iaava 6t 4�4t 1/ CL6L L�L =X FIRE DNE Q C n b POND 3 Y • ... ...• _ .O 8'CURB CUT _ ' ' c 66 n Q OD C h �' _ 66 BERM B UI �GO O t 65 h 1111L7L Mendian � O ---_------______ _-_________________ 62 IPS I • C BO 0 OF _ SCUPPER O I (^�,^,'.,^,.�,,,,, J -- 84 3 64 POND 1 LINENTOT 4° 64 CUT BERM y l lyfn �1{IBIW � [- POND 2 5__TA 6s 70�� POND fi3.5 6'SIDEWALK I LLJ I.r) E •$ = ON0463.564 W 00 LL�Q\TA ss.to 45' 20' Ulm Isn ' W INSTALL ATER SERVICE 20' 67 a cuss 200 B 20' 25'. I I C �dhd. .� Z O J FF Ffi S� 25' DEVELOPER: THOMAS DEVELOPMENT CO.413 W.IDAHO,SUITE - rn 1 TSW a j � I BOSE,IDAHO 83 02200 _ - Z NOS N c� i� F♦y' �3$ r_6Zs0. f X I • PHONE:(208)343-8877 W c0 0-LV t W m HANDICAP v A ACCESSIBLE RAMP , , , O0 ENGINEER EHM ENGINEERS INC. ' M 1-✓JJ I ' ``T` 5f,' 621 N.COLLEGE RD.,SUITE 100 N TWIN FALLS,IDAHO 83301 o pN.t n fr 6)5O I PHONE:(208)734-4888 o Z g z 17f' ZONING: C-1 P.U.D. 3 �� I I EXISTING USE: VACANT - s] I \ & PROPOSED USE: SENIOR HOUSING -FIe ACWIIANE POND 4 66 A 66.50/ A 67 fIRE g E 66 67 66 ( I UTILITIES UNDERGROUND CITY SEWER, A PRESSURE IRRIGATION, POWER,GAS,TELEPHONE s] AND CABLE TELEVISION. AREA DRAIN s N 89'41 " W 637.18' B TOP 65.00 AREA DRAIN I TC 65..• DEVELOPMENT AREA- 2.33 ACRES INUT 63.00 (SEE DETAIL THIS SHEET) TOP 65.00 INVT 63.0 DO NUT DRAIN STORM (SEE IS SHEET) WATER ONTO ADJACENT LOTS 11 4"IT 1 1 4' ANGLE IRON 1/2' GRATED METAL LIDN 2-0' pp���� ♦a�n����f�,.��� MIDPOINT w 1'MAX.SPACING LegRbd JI(1[W WBWL l.a1GU4ia(MI6 L A71� 65.00 89RS IIW IYIp 12.1 11111 II OIIIiplpp 8' +'-8' y,1 7 q 4 I"R. 1"BATTER i.Ot i E. 1. 18' 6' 1/4"R. EXISTING NATURAL GAS LINE -Nc NG- 5G. -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. �' i/4"R. O b 6'D4l WEEP LANDSCAPE AREA: 23,808 s.f.x 1.6/12 x 0.20%- 635 c.f: W/DRAN GRATE '' 1y EXISTING SEWER SERVICE -> 4'- / - TOTAL PREDEVELPOMEM ALLOWANCE: 51,401 s.f.x 1.6112 x-0.35%_ -2,399 a INLET ELEV_63 PROPERTY BOUNDARY LINE EXISTING WATER MAIN -w 8'- RETENTION REQUIRED STREET CENTER LINE ----------- �t Z 2 cr. OCK REQ'D. ,•+..00. D EXSSTNG 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" 49 W PROPOSED STD.CURB,GUTTER&SIDEWALK LANDSCAPE AREA: 21,036 s.f.x 1.6112 x 0. 561 c.f. GRAVEL BASE TO BOTTOM OF PARKING SECTION ^I / Area nin Structure EXISTING SEWER MANHOLE QO TOTAL PREDEVELPOMENT ALLOWANCE: 50,094 s.f.x 1.6/12 x = -2,338 C.f. n.ts.,. Typ. Curb & Gutter Section EXISTING FIRE HYDRANT U� RETENTION RE = 1,904 c.f. f� I-x TES - DO NOT SCALE DRAWING EXISTING GATE VALVE D4 1. ALL CONS iION SHALL CONFORM TO THE CITY OF TWIN FALLS,THE LATEST EDITION OF THE CONTRACTOR SHALL VERIFY EXISTING POWER POLE -�- TOTAL ION REQUIRED= 3,736 c./. PRE ICATED Y"OR IDA 10 S.FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL, CONDITIONS AND DIMENSIONS THE JOB SITE AND NOTIFY TH DRAINAGE ARROW �- Pond Catladtim TAPPIN SADDLE LOCATED STA AND FEDERAL AGENCIES WHICH ARE APPLICABLE. THE JOB OF ANY DIMENSION IN TOP ALF OF PIPE ,,ss�� ERRORS,OMISSIONS,OR PROPOSED AREA DRAIN STRUCTURE POND 1 1,840 c.f. 2. v'151E CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT CREPANCIES BEFORE BEGIN PROPOSED WATER METER 0 POND 2 Z800 C.f. 4^ IC SEWE .''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 IN.SLOPE ER PLAN OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH HYDRANT N0.4046-3002/NW BOLT FIRE POND 3 600 c.f. HYDRANT,E/S BLUE LAKES 800'S.LAWNDALE 45'EL SITE CONSTRUCTION. BOLT ELEVATION=3673.465 POND 4 600 c.f. A6aevtatlms POND 5 400 c.f. 3. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT P TOTAL RETENTION PROVIDED= 6,340 c.f. ✓ PREFABRICA SADDLE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS TOP OF ASPHALT •OO.00TA TOP OF REr.WALL GOO REQUIRED DESTROYED DURING CONSTRUCTION. IkWty&etch EDGE OF ASPHALT •0000E4 TOP OF CURB OO.00TC 4. C TOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN TOP OF SIDEWALK •oo.00TSW TOP OF CATCH BASIN •OO.00TCB NEW UCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND TOP OF CONCRETE OO.00iCC /l 8"DIA. R LATERAL INGRESS RESS TO SAID CONSTRUCTION. n>n 5. SUBGRADE FILL S IN LIFTS OF 8"MAX.DEPTH.COMPACTION TESTS ARE REQUIRED 1 1 u 1 ON EACH LIFT AN 25' THROUGHOUT THE FILL AREA. 95%COMPACTION REQUIRED. _ z_ 4.1 a: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 NO 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 is 7. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST WORKING DAYS PRIOR = = w e uNc rm I `a TO COMMENCEMENT OF CONSTRUCTION. CALL 'DIGLINE'PRIOR 7O ACING WORK. sN a OITY BUI DINGIDEPT.FALLS 18"DID. x 6"CONCRETE �-- -I 8. THE CONTRACTOR DAMAGE PROTECT X ISTI ��M AND ALL SUCH IMPROVEMENTS DAMAGED BY HE CONTRACTOR' ENTS TIONS 2 1/2'P IIX PAVEMENT SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CON AIR tTo ' CT I,I _ '1Pfl0 G. Burke 2' a"BASE AGGREGATE PLACED AROUND PIPE ,. 9. LANDSCAPING&LIGHTING(BY OTHERS)SHALL BE INSTALLED PER THE LATEST EDITION OF THE s ACIED TO 95X MAX.DENSITY VARIES PA D CITY OF TWIN FALLS ZONING ORDINANCES. 0f1A1 G. Burkett TOP OF POND i0P OF POND t i 2"BASE AGGR. ELEVATION VARI EIEVAIION VARIES 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS COMPACTED i0 951 MAf.DENSITY SEE PLAN VIEW PLAN VIEW FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. 4MN K.Fehringer su sz MAX DENSITY _ IT. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED = °" March,2005 ,I Ab41, A.1dAN' PRIOR 7O CONSTRUCTION. a NOTES:SUBBASE MATS W-TO BE APPROVED BY THE ENGINEER h 12. THE CONTRACTOR ShWU-VERIFY DRAWINGS FOR CONFORMANCE WITH THE ARCHITECT'S PLANS PRIOR E As Shown PRIOR TO HOSE AGGREGATE AND ASPHALT PLACEMENT BOTTOM POND VARIES _ i0 PROCEEDING WITH ANY PHASE OF CONSTRUCTION,ANY CONFLICTS SHALL BE VERIFIED BY 3/4'AND I 1/2'BASE TO BE CRUSHED GRAVEL TO SEE PLAN WE' THE CONTRACTOR AND IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR NA CITY of TWIN Faun sravoaRDS&sPECIFIcanoNs. FURTHER DIRECTION. ,, 5 428-04Site2 Typ, Parking Lot Section Swdon B-B Cleanout 13. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH FHA AND ADA RULES AND REGULATIONS. ruts nxs. n t& ( i In o I 24' *' U W 00 1V 11jt0p RW z p I NO NG NG QJ. O NGV If Q O - 1 10 15 30 60 33 M 8" SCALE IN FEET Fn EXISTING FIRE �'� _ Z 1 19+00 20+00 21+00 22+N0 23+00 QR. o� .INV.5951_ •,. k1�G �E.INV.58.64 - ----- -�- ----- ----'----L--------- ------�--- ' m-- ---- located ll1 �21 North Copse Road East CONSTRUCT I "" ''"" 3"PI EX 2'SERVICE I N LLI CONSTRUCT^ V E]OSETIwEB• •N ry 2'METER CE°S APS w iv EYISRNG PRESSURE x ,�4 3 SW4 NW4 6L NW4 SW4,Section 3 W FIRE LINE B \ REMOVE E%ISTINC I 3 Township 10 South,Range 17 Fast APPROAC k. - G a "� IRRIGATION BLOW FIRE INSTALL 6 DI k' APPROACH �' 'S'l Q POND 3 ., O hry 8•CURB CUT 1 Y` 88 Boise Meridian LLJ V/ O U 0�0 BERM O ---�--e ge BERM I Twin Falls County,Idaho '� r^ e (1 POND T 'LINNENTO 4' 65 h •T, 14: V) W M POND 2 BOTTOM OF 2'IPS 6'SIDEWALK '�ryrye� (y BOTTOM OF POND BSb SCUPPER I �y'' NA/S POND 3.5 �6' B •y 36 q$ TA 66520 • 5 885 8 B 25, y,,ryr" •ss. w 64 EXISTING FlREI LL AI ZN„ ..J�o_�N US AER SERVICE IdaCS200 � IO�-®Ca) ffi 25' _ I DEVELOPER: THOMAS DEVELOPMENT CO. _; z O 669 413 W.IDAHO,SUITE 200. €�' Z + ww .n y C6 ,� I BOISE,IDAHO 83702 � W ttoo W *. PHONE:(208)343-8877 ro HANDICAP 41 ACCESSIBLE& ,� A fi�0 _M i aO ENGINEER EHM ENGINEERS INC. RAMP 1 �r' 621 N.COLLEGE RD.,SUITE 100 t TWIN FALLS,IDAHO 83301 M N \TA fiR 1n c �� W-.azm � f PHONE:(208)734-4888 o� Z 6 z \ I ZONING: C-1 P.U.D. EXISTING USE: VACANT PROPOSED USE: SENIOR HOUSING flRETRVOK ::.':.. ..::' B 366 Be A 66.50 7 0 87 ` :f1RE3RUCJC JrO ° 6 I (Gars POND 4 AAEOES$4ANE I $ CITY SEWER,WATER,PRESSURE IRRIGATION, 68 87 ._ _._. 88 ors I UNDERGROUND POWER,GAS,TELEPHONE A _ s7 AND CABLE TELEVISION. AREA DRAIN B N 89.41'56" W 637.18' B TOP 65.00 '<63.00 AR .N - I DEVELOPMENT AREA: 2.33 ACRES (SEE RETAIL THIS SHEET) TOP 5.00 s,✓ i I. INVT 3.00 (SEE ETNL THIS SHE 1 f4' "1 14'x316" 1 ANCIf IRON F7tVAE W/1 2 i ,. CRATED METAL DD I I 2'4Y x 8'ANCHO A fA MIMSPACINGBARS OTTOM OF IIXI IXIII 12:1 ilI I IIIIIIIII 11 8• 1'6• L Iegtad Storm Water catG btions ELEV..6500 1"R. 1`BATTER O EXISTING NATURAL CAS LINE -Nc NG- 1 - ' So. -1 1/2' TOTAL IMPERVIOUS AREA: 28,392 s.f.x 1.6/12 x 0.95%= 3,596 c.f. ►r EXISTING OVERHEAD POWER -OH 0H- �� LANDSCAPE AREA: 23,808 s.f.x 1.6/12 x 0.20%= 635 af. �c.•r. �. 1/a'R. O EXISTING SEWER SERVICE > 4" -/DRAWS ti kr PROPERTY BOUNDARY LINE TOTAL PREDEVELPOMENT ALLOWANCE: f... 51,401 s. x 1.6/12 x-0.35%= -2,399 c.f. ;•INLETEUy=63.00 t. �. .•r -. ti EXISTING WATER MAIN -w 8^- RETENTION REQUIRED= 1,832 c.f. •,,' :..• ; ,� •O �L STREET CENTER LINE ---------- Lot 2 2 C.Y.DRAINRIX:K REO'0. ••. °•'•`°o,•d 3°•°•O^•o•�o �L a ✓ O EXIST'G STD.CURB,GUTTER A SIDEWALK TOTAL.IMPERVIOUS AREA: 29,058 s.f.x 1.6/12 x.0.95%= 3681,pc:- t - �� C� COMPACTED 3/4'OR 1 1/2 y (Ta PROPOSED STD.CURB,GUTTER A SIDEWALK LANDSCAPE AREA: 21,036 s.f.x 1.6/12 x 0.20%= 5_6edCf. Am Dmm Strwtm GRAVEL BASE TO BOTTOM OF PARKING SECTION EXISTING SEWER MANHOLE QO TOTAL PREDEVELPOMENT ALLOWANCE: 50,094 s.f.x 1.6/12 x 035%= _2`338 C.f. T Curb & Gutter Section ILts EXISTING FIRE HYDRANT U ' RETENTION REQUIRED -;;,• 1,904 c.f. ` �� DO NOT SCALE DRAWL EXISTING CATE VALVE Ua 1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TWIN FALLS,THE LATEST EDITION OF THE CONTRACTOR SHALL VERIFY' EXISTING POWER POLE -�- TOTAL RETENTION REQUI 3,736 cf. PREFABRICATED"Y"OR IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION,TWIN FALLS COUNTY AND ALL OTHER LOCAL,. CONDITIONS AND DIMENSION TAPPING SA STATE THE JOB SITE AND NOTI HE DRAINAGE ARROW �- Pond Capadtles - SADDLE LOCATED AND FEDERAL AGENCIES WHICH ARE APPLICABLE 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 c.f. 4"PLASTIC SEWER SERVICE ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND/ PROJECT BENCH MARK-Cm 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.4BLUE LAKES /00 BOLT WFIRE ND POND 3 700 c.f. HYDRANT EIS BLUE LIKES 800'S.LAWNDALE 45'ELBOW SITE CONSTRUCTION.POND 4 600 c.f. BOLT ELEVATION-3673.465 Alnevladaoe 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 RESPONSIBILITY TO PROTECT OR REPLACE ANY MONUMENTS TOTAL RETENTION PROVIDED= 6,340 c.f. OR TAPPING SADDLE REQUIRED DESTROYED DURING CONSTRUCTION. Smw TOP OF ASPHALT •OO.00TA TOP OF RET.WALL O0.007W --- VICinity uigL:L! �,,, EDGE OF ASPHALT •00.00EA TOP OF CURB •OO.00TC 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN - nu � TOP OF SIDEWALK •OO.00TSW TOP OF CATCH BASIN •OO.ODTCB NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND B"Du.SEWER LATERAL INGRESS AND EGRESS TO SAID CONSTRUCTION. TOP OF CONCRETE •OO.00TCC 5. SUBGRADE FILL SHALL BE IN LIFTS OF 8'MAX.DEPTH.COMPACTION TESTS ARE REQUIRED Qr I ON EACH LIFT ON 25'GRIDS THROUGHOUT THE FILL AREA.95%COMPACTION REQUIRED. 4: 1 4:1 SeWer Math Connection 6. EXISTING UTILITIES ARE LOC47ED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR 6EN90NS ONLY.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES 5-24-05 REV PER C. 12" n•t•8• AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR MIN CLFANO Luc WITH t8" NOT IN THE LOCATION SHOWN ON THE PLANS.THIS INCLUDES SERVICE LITERALS OF ALL KINDS. 3 RECEIVE D Secti i►y AA COOUUDNTERSUNK SQUARE MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. MAY 211 2005 AFFECTED UTILITY COMPANIES SHALT.BE NOTIFIED AT LEAST TWO 2 WORKING DAYS PRIOR = PGE TINE AD E 7. () CITYOFTWINFALLS TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'PRIOR TO COMMENCING WORK r [MILLING DEPT 18'DIA. x 6'CONCRETE L�-- I -lilCOILIAR 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'PIANTMIX PAVEMENT J,, - SHALL BE REPAIRED 70 THE ENGINEER'S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR G. 2'-3 a'BASE AGGREGATE VARIES PER POND PLACED AROUND PIPE 9. LANDSCAPING k LIGHTING(BY OTHERS)SHALL BE INSTALLED PER THE LATEST EDITION OF THE But CITY OF TWIN FALLS ZONING ORDINANCES. - a xzcx COMPACTED TO 959 M4X.DENSITY = G.Burkett TOP OF POND TOP OF POND K e'-1 f z'EASE accR. ELEVATION VARI 10. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS.REQUESTS COMPACTED TO 95Z MAX DENSITY SEE PUN VIEW S�PWj VIEW FOR DEVIATIONS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER. ¢ AM, K.Fehringer SUBBASE-COMPACTED TO 95%MAX.DENSITY III _r 11. TOPOGRAPHY HAS BEEN INCLUDED FOR USE BY THE CONTRACTOR BUT SHOULD BE VERIFIED - r,• - -4g1, A+111�' PRIOR TO CONSTRUCTION March,200AI NOTES:SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER - 12. THE CONTRACTOR SHALL VERIFY DRAWINGS FOR CONFORMANCE WITH THE ARCHITECTS PLANS PRIOR "`• E As Sho PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT BOTTOM POND VARIES 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 VIED' THE CONTRACTOR AND IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR ao_ CITY OF TWIN FALLS STANDARDS R SPECIFU71ONS. FURTHER DIRECTION. , 428-04Sif Typ, Parking Lot Section Section B-B CleahOTlt 13. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH FHA AND ADA RUSES AND REGULATIONS X n.ts. n.ts ZEE ( Sheet 1 51'-C 3/4"1 10'-10 1/81, '-3 3/4" 2'-T" V a i i i W (2)LAYERS OF 5/8" a TYPE"X"GYP.BD. C o 2-HR EA.SIDE AT ELEVATOR O FIRE WALL I I I e 6 2-HR 4"CONC.SLAB AS SPEC'p FIRE WALL SHAFT 4"COMP.GRAVEL FILL O 4' PROTECTED AREA I COMP.EARTH-SLOPE AW 7 0 4''0" 6"SOUND r�►1.,� EA SIDE 2-HR.WALL i FROM BLD'G MIN.I% BATT INSUL. V/a W 1 1 I PROTECTED AREA �/ W 1 I u PATIO EA.SIDE 2-HR WALL 2x6 WOOD STUDS W m z m I 11 I ' 59'-O"x 10'-b" i I I6 O.C.TYP. I I I I PROVIDE G.I. -- 1 VED r AREA WELLS FOR in ;-:._....__-- IT d 5/8"DIA.x 8° �G.C.TO PROVIDE APPRO r F QU ZZQQ 88 tap o A.B.AB.0 32"O.C. ACCESS LADDER F�W J Q N n FND.VENfs ° I I ' H QZth�z N I + m WHERE REQ'D. _ I 1 2x6 PRESSURE �. 3 0 m ---- --- J`1 TREATED BOY.PL. 0 -- - ------ yr I 1 1 I. I q I I e G I I N m E L—17 _— i i A23 TYP _ I I A23 I I I t:is NO 3 TYP. I 1 - --J 1 1 i m 0 t I r-_ --- + I I I B FI --- _ °J I - a-- —'1 L- -,._ ---- — -- --- — — _ A23 I I L -�__ lvj � t [F- 9 e� -- I -•.:i;:<, 1�' —— 0 H I I r C I E 5 BARS®12"O.C, ":-' •:i r': 1 1 A23 FI ro - YP - - - I 1 I t I I A23 E 4BAR 18 O.C. 9 .:..::-.._::-•--- - - -- � :.::{.c,::: FOUNDATION PLANT v B'-4"D AND 6'-0"W - r ® ' 0"-I--� (SE.IGRWLSPACE II '' 5 BAR m 18" �IB iF IS-I H '3 I 1 I 1 I CONTROLLED FLL I I - I L-----p ------J I' 1_-_ V �' 1 11 I L_ I M °----- _22"x30" THE MAXIMUM DRY p- --t ,1 II A -+ r m ® I I III I r-_ CRAWLSPACE DENSITY PER Oa a A23 I I 1 ACCESS A5TM D-698 _, W L- -- ---�'0---- --- -- L- - I 1 BARS Y@" O EACH I I I PATIO I I D 9 I I.I II rot PA FOOTINGS HEni�ic g - I ,I II II I i L J L I 1 1 FI 6x(o OR BUILT-UP bx6 COL.ON Q ELEI/141rOR PIT DETAIL. I I 4"x4"xI/4"T.B.CC�. 1.: I 'SIMPSON'COL.BASE ON 42"x42" A22 3/4"=I'-0" _ I ' SEE DTL C/A23 FSIM.) x12"THK CONC.PAD FTG.W/(4)•4 REBAR EA.WAY Ox 1 30'-8 3/4" h7 NOTE: (~ ALL CONSTRICTION MUST COMPLY WITH THE'FEDERAL REGISTER,PARS VI OF THE O p OUNDAt I ON PL14N (COMM. WIN(s) DEPARTMENT OF HOUSING lJJD URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT A2.2 8"=1'-0" SECRETARY FOR FAIR HOU6MG 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 ACCESSIBILItt STANDARDS'(I�AS)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 NOTICE, THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS a DEVELOPMENT CO.AND ARE FROTECTED 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 RIRSIIED TO THE FULLEST EXTENT OF THE LAW. F I yp ssl0Nq( ^. �S p J ' lArf OF 1 5-2-05 U.2 PROJECT INFORMATION INDEX OP DRAWINGS DEVON APARTmENTS STREET ADDRESS SUILDINCs INFORMATION AI.I - SITE PLAN SEN10IRL / \ TBD.NORTH COLLEGE ROAD OCCUPANCY GROUP: 2 All - LANDSCAPE PLAN TWIN FALLS,IDAHO TYPE OF CONSTRUCTION: SPRINKLED: E,PERNFPA-13R AI.3 - SITE DETAILS OWNER / DEVELOPER �'S of sioRIE5: �l A2,1 - FOUNDATION PLAN(LEFT WING) 4(RIGHT WING) TWIN FALLS IDAHO BUILDING HEIBUIL 31' (MAX) DE VON 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 X2 MULTISTORY B.C.SEC.506.4 24000 SF. 42.3 - FOUNDATION DETAILS X2 SPRINKLED IBC.SEC.506.4 48000 Sr.TOTAL DEVON PERMITS REQUIRED FLOOR AREA'LEPT WING': ,618 SF. yy '43.1 - IST FLOOR PLAN(LEFT WING)4 (RIGHT WING) FLOOR AREA'RIGHT WING': 1,6185F. BUILDING PERMIT ALLOWABLE BUILDING AREA fBJ 43.2 - 2ND FLOOR PLAN (LEFT WING)4 (RIGHT WING) PER 2003 I RY TABLE C.5 3600 SF. A3 3 - 157 FLOOR PLAN(COMM.WING) RECEIVED 1111 V1111 11 11�J �X2 MULTISTORY B.C.I SEC.506.4 36000 S.F. 10 �A3.A - 2ND FLOOR PLAN(COMM.WING) PAY 1 1 2005 1 x2 SPRINKLED IBC.SEC.506.4 '12p0ra5.TOL e� FLOOR AREA'COMM.WING': 442 5F. ` Q3.5 - ENLARGED TYP.UNIT PLANS ARTNERs� 413 W. IDAHO ST. , SUITE 200, BOISE, IDAHO 83702 ��ls�� �o N' °` OISUILDL GIDEPyLS ti .44,I - EXTERIOR ELEVATIONS A4.2 EXTERIOR ELEVATIONS ABBREVIATIONS GENERAL NOTES 44.3 - EXTERIOR ELEVATIONS A5.1 ROOF FRAMING PLAN(LEFT WING) 4(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 t PRE- ACT - ACOUSTICAL CEILING TILE MAX - MAXIMUM A5A - STRUCTURAL DETAILS ADJ - ADJACENT MECH - MECHANICAL FABRICATING ITEMS. ANY NECESSARY ADJUSTMENTS IN FIELD A/C - AIR CONDITIONING - MEASUREMENTS AND/OR BETWEEN FIELD MEASUREMENTS AND ITIONING MTL METAL 46.1 - SCHEDULES 4 DETAILS ALT - ALTERNATVE MM - MILLIMETER DRAWINGS SHALL BE MADE IN ACCORDANCE WITH THE DECISION AL - ALUMINUM MIN - MINUMUM of THE ARCHITECT. All - INTERIOR ELEVATIONS 4 DETAILS APPD - APPROVED NAT - NATURAL CONTRACTOR SHALL PROVIDE BACKINGBLOCKING AS REQUIRED �412 - INTERIOR ELEVATIONS 4 DETAILS ARCH - ARCEMrNWITIE T(URAL) NR - NOISE REDUCTION FOR ALL WALL MOUNTED EQUIPMENT,FURNISHINGS,ETC. Ja'l.3 - INTERIOR ELEVATIONS 4 DETAILS ARC - BASEMENT NOM - NOMINAL BRG - BEARING NO - NUMBER CONTRACTOR IS TO SUPPLY AND INSTALL A 4'-0"z B'-0" E D - BLOCKING NIC - NOT T CONTRACT BUILDING CONSTRUCTION SIGN WHICH STATES THE FOLLOWING: A8.1 - STAIR PLANS 4 SECTIONS BD - BOARD NTSOc - NOTE SCALE - GENERAL CONTRACTOR OWNER/DEVELOPER BLDG - BUILDING OG - ON CENTER Ag.l - WALL SECTIONS CLG - CEILING OP". - OPENING ADDRESS t PHONE ADDRESS t 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,4 - SECTIONS $DETAILS . CMU - CONCRETE MASONRY UNIT PVMT - PAVEMENT LINE OF PARTITIONS,STRUCTURAL COLUMNS,AND BEAMS UNO. CONST - CONSTRUCTION PLF - PER LINEAR FOOT .410.1 - IST FLOOR PLUMBING PLAN ARCHITECTS LAND USE PLANNERS DTL DETAIL FL PLATE ALL COMBUSTIBLE MATERIALS TO BE A MINIMUM OF V CLEAR AI02 2ND FLOOR PLUMBING PLAN yh DWG - DRAWING PLW .D - PLYWOOD OF ALL HEAT TRANSFERRING VENT STACKS. !` EA - EACH PvG - POLYVINYL CHLORIDE \ AI0.3 - IST 4 2ND FLOOR COMMUNITY PLUMBING PLANS I 201 SOUTH WALLACE AVENUE EF EACH FACE P5F 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 AIOA - ENLARGED UNIT PLUMBING PLANS BOZEMAN, MONTANA 59715 EQ 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 AlOB - 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 AlOb - 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 FF - FINISH FLOOR SIM - SIMILAR THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY FIN - FIN SHIED) SC - SOLID CORE EAVES OR CORNICE VENTS. RAFTERS SPACES ENCLOSED AIL2 - 2ND FLOOR ELEG./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 4 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$G - TONGUE AND GROOVE CONCRETE DECKS,LANDINGS,AND ABOVE ALL EXTERIOR All.6 - ENLARGED COMM.HVAC PLAN HVAC - HEATING/VENTIAIR COND. TYP - TYPICAL DOOR AND WINDOW OPENINGS. HC - HOLLOW CORE UBC - UNIFORM BUILDING CODE AII.'I - ENLARGED COMM.HVAC PLAN HM - HOLLOW METAL VCT - VINYL COMPOSITION TILE EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, 14R - HOUR VB - VINYL BASE OPENINGS BETWEEN WALLS AND FOUNDATIONS,BETWEEN 411.6 - 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( Al2.1 - 6-BAY STORAGE BUILDING PLAN INT - NTERIOR WWF - 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 - 6-54Y STORAGE BUILDING PLAN LAM - LAMINATE W/ - WITH INTO UNHEATED SPACES SHALL BE SEALED,CAULKED, I 1 AI2.3 - 6-BAY STORAGE BUILDING DETAILS LL - LIVE LOAD WO - WITHOUT GASKETED,OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE.ALL EXTERIOR DOORS,OTHER THAN FIRE-RATED DOORS,IL VD SHALL BE DESIGNED i0 LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN CLOSED POSITION. }T �+ PROVIDE GYPSUM WALLBOARD OF TYPE AND THICKNESS SYMBOLS MATERIALS SHALL MEET ALL ICATED ON DRAWINGS. REQUIREMENTSGYPSUM BOARD OF WOW AND 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 NOTE: 1. IT 15 THE INTENT OF ALL PLANS AND SPECIFICATIONS FOR THIS WORK I 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 II,ACCESSIBILITY ® MASONRY � BATT INSULATION DEVELOPMENT CO. DESIGN VALUES z REAL ESTATE DEVELOPMENT AND CONSTRUCTION METAL RIGID INSULATION NOTE: 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: 15•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 OF ACCESSIBILITY SHALL BE COMPLIED WITH. —PRESUMED SOIL BEARING: 1,500•PSF. [_"1.TL-0C Q. FAX: (208) 343-8900 J 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 _O\M W. APPROVAL OF THOM46 DEVELOFMFNT CO.THE REPRODUCTION L y Row OR USE OF THESE PLANS 15 UNAUTHORIZED AND YOU WILL BE PURSUED TO THE FULLEST EXTENT OF THE LAW. srgTF OF J IBI'-0" II'-0" II'-0" PROTECTED AREA 4'-0„ 3 1/2"x9 1/4 2x10'e m 2x10'e m 3 I/L"x9 1/4" 2x10'e m 2x10's m 3 IR"x9 I/4" 2x10'e® e 2x10'e m 3 I/2"x9 I/4" EA SIDE OF 2-HR WALL V P'LAM HDR I6"O.G. I6"O.C. P'LAM HDR I6"O.C. 16"O.G. 16" .C. P'LAM HDR 00 P'LAM HDR Ib"O.C. A9J I 4x4x1/4 Th.COL. 4x4x1/4 T.S.COL. 4x4x1/4 TS.COL.__--- OL. 4x4x1/4 TA.COL. QI 6ai 9 PATIO PATIO i PATIO PATI PATI PATIO ❑w io 3 1/2"x9 I/4" 3 1/2"x9 1/4' 3 I/2"x9 1/4" 3 1/2"x9 1/4" O.7 'LAM HDR '_0" 4'-0 0 © p p O P'LAM HDR p p p pp'L HDR p O p P' M HDR I p I �/ O "STHDI4' "STHDI4" A "STHDI4" "STHDI4" "BTHDI4" "STHDH" ^STHDI4" 4 'bTNDl4" .a 10 .S OR OR A91 OR OR OR "OORRD OR 1 Q 0 3IR"x91/4" O 0 'PH02" =�, -0 "PHD2' "PHD2" P LAM HDR "PHD2" 2„ 3 1/!'k9 1/4" 0 9 4L OR lI 11 'PHD2" T "PHD2„ Q 3 I/2"x9 I/4" O O P'LAM HDR m. •0 A31 .�E P'LAM HDR - - 3 I/2"x9 I/4" F O 3 I/2"x9 I/4" I-BR UNIT F O O 3 IR"x9 114" p r�W►h� a N j = Q _ Q P'LAM HDR = A Ze P'LAM HDR TYPE'A' m - sq P'LAM HDR ,4 V c v c v 1-5R UNIT I-BR UNIT c o c o I-BR UNIT r- c- �6 0 ' & c 2-5R UNIT Q TYPE'B' 2)2x8 2)2x8 TYPE'B' m m (2)2x8 (2)2xa -m -m r TYPE l r m m 2-BR UNIT ;y '� w c'vr 3 I/!"x9 I/4" a"® TYPE'B' R I HDR R 1 1 HDR _ �- P'LAM HDR U1Bx6 ---Waxl3-- 111 p WBxl3 WBxl3 ® WBx13 TYPE'B' C® sp z ------- ------- 2 - ------- . ------- -- -- j " I �¢ (2)2xa (2) I c H R _ HD 2x p Ay STAIR --- - - ------ ------ - w . ----- - - ------- l71 m ° aJ— 53 LWJ A9] ' N o0 Q0 ° ° 00 00 io I6 - __ - - __ - ® ® - __ - O O o - __ -- ° ® ® _ __. y. DRAWN BY: RSS UP (2)2x10 F C (2)2.10 (2)2x8 C DRYWALL l27 2xB (2)2xB C (2)2x10 9 CHECKED BY: LWS :r (2)2xB !2)2x10 HDR HDR HDR HANDRAIL, HDR HDR HDR a 6(2)2x10 (2)2x10 (TY JOINT DR 40 HDR HDR CORRIDOR /-HDR TYPICAL lTYP.) I ACCE53P r JOB NO: 04-061- FE -- 1 - .. _ _ _ PLOT_ I 21 r � SCALE: 1/6"=1, 0" O Oo Qn > 3 I/2"x9 1/4" P'LAM HDR CRAWLSPACCESS . I IWW ww ° ------- - - ------- • P.«- I • C (2)2x8 _ °®❑• - (2J a 9 HDR Waxl3 r _-W_axI3 HDR 3 I/{"x9 I/4" O U 9, I-BR UNIT r L BR UNIT - Elm BIT �DR B (2)2xB TYPE'B' 0 e TYPE'BIT - - I Q I O P'112 HDR o ® _ I-BR UNIT 2-BR UN v 2-BR UNIT tYPE'B' (2)2xa (2)2xa 1- n e I -o F -—-—`— • "1/2"xS 1/4" TYPE A - - HDR HDR TYPE B .�O 'i O I TYPE 3 1/2"x9 1/4" ® x9 I/4" -o -.o ~• 0- O 0 3 I/2"x9 I0 - HDR 3 1/2„ 1 - f_ = 3 I/2"x9 1/4" _ OR DI4" O _ ~ ~- LAM HDR _ - P'LAM HDR P'LAM HDR = I C « - 3 ar P LAM HDR � _ � _ �p' • 3 I/2"x9 I/4" 9 „ - O P'LAM HDR a THDI4" -e -m 'biHDl4" "STHDH" - bTHDl4" m m PHD211 "PFID2" C_ C- 0R 4" 1 m W P'LAM HDR C- C STHDI4" m m bTHDI I § E) ' R °' Q' OR OR OR OR m m O "PHD2" "PHD2" "PHD2" "PHD2" "PHD2" PHD2" I 3 3 ® 31/1"x9©" O © 31/t"x91/4" 2x10b� © 31x91/4" I 2x10'e o 3 I/2"x91/4" © p p ' P'LAM HDR PATIO PATIO P'LAM NDR I6"O.C. PATI 16"O.C. P'LAM HDR L 1 �I 0 PATIO P'LAM HDR PATIO PATIO 4'-0" -14R. Ck m 2-AL ro 4x4x1/4 Th.COL. 4x4x1/4 T.S.COL. 4xl/4 TA.COL. 4x4x1/4 TS.COL. FIB WALL 2x10'e m O 3 In"xLAM I/4" 161, 6 . P'LAM HDR 1610b m 61,D. m 3 1/R"x9 114" I6"O.C. 3 IR'x9 I/4" 2x P'LAM HDR NOTE: P'LAM HDR 16"°`' rA FIRST FLOOR PLAN (LEFT WING) "°�- 16�°` A P'LAM HDR ALL CONSTRUCTION MUST COMPLY NINTH THE FEDERAL REGISTER',PART VI OF THE ,631 I/8„=I'-0" DEPARTMENT OF HOUSNG AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I CIO - IBI'-0" FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,I99I.THE r PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1913 AS AMENDED AS n IMPLEMENTED BY THE'INJIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AID PROTECTED AREA 4'-0" 20'-6" 9'-6" 5'-0" 5'-0" 9'-6" II'-0" II'-®„ 9'-6" 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 1/2"x9 1/4" 2x10'e• 2x10'e m 2x10's• 2x10'e• 3 1/2'k9 1/4" OF ACCESSIBILITY SHALL BE COMPLIED WITH. P'LAM HDR gI O.G. ASI Ib"O.G. 3 I/1"x9 I/4'I P'LAM HDR I6"O.C. Ib"O.C. 3 IR'x9 V4"I P'LAM NDR Ib"O.C. ib'I O,eC, 1 T 1 P'LAM NDR I� 4x4x1/4 T.S.COL. d ® PATIO PATIO 4x4x1/4 TS.COL. PATIO PATIO 4x4x1/4 TS.COL. PATIO 4x4x1/4 T.S.COL. �4 PATIO 31/Y'x91/4" '-0" 4'- 3 I/e"x9 1/4" - 3 IR"x9 I/4• 3 I/!"x9 I/4" P'LAM HDR e 3 IR"x9 1/4" 9 I © P'LAM HQR © © p P'LAµHDRO 3 ® p p LA R© © O © ©4� P'LAM HDR 3 3 At O !�1 "STHDI4" 4 - O "BTHDI4" - STHDI4" 'O O "STHDI4" "STHDI4" "bTHDIb" A "bTHD14" "bTNDl4" p OR 4?il O OR 31/1"x91/4" OR 31/2"x91/4" OR OR OR In" I _u -U PHD2" P'LAM HDR PHD2" P'LAM NDR Q PHD2„ P'LAM HDR "PHD2" "PHD2" Q U 'pHD2" 'PHD2" 3 1/T'x9 1/4" A 'PHD2^ O - " 31/2'k9 I/4" A%1 OR OR O I P LAM HDR - 3 I/2"x9 I/4"-O O 3 I/2"x9 I/4" Q P'LAM HDR I - `9 - `9 I-BR UNIT - � - � P'LAM NDR;- ,e P'LAM HDR 7 UNITc m C v TYPE'B' WD 2xa r(2)2xB I-BR UNIT 5 m r 0 I-BR UNIT v zxe r(2)2xa I-BR UNIT 5 e v 2-5R UNIT p "9 m• TYPE'B' m °� HDR 1 ® I HDR TYPE'B' m m TYPE'B' HDR 1 1 HDR S' O ' 22"x30" I UN3xI3 1 1 - 1 5 1 TYPE'B' m TYPE'B' IjIN 1 CRAWLSP. I - __ __ Wgxl3 WBxl3 WBx13 0 ------- __ __ • A , ------- ------- ------ DENOTES SHEAR ------- ACCESS �(2)2xB x§ ------- - ss ) Z D a ry SEE DEWALL TAIL AI/A53LE a I 4 I HDR n (2) (�� X qv X'I at ______- _ _ L UF_______ _ _ _______ HD 2x © I,d I1 :p "STHDI4"OR"PHD2" W WBx g rEm _ ___ o p I o u .x w . . w . m nw ------- - - ------- �� „/ 5 E DENOTES HOLDDOJN o I I� 5'-6 '-6" REQUIRED O W 1 ® ° I L=� I ° 97• ®[ � ::i I 3IR'k91/4" � Y•a . i o _ __ - o B P'LAM HDR I I o o m - -- - -- - l2)2xlO 9'9NN V1 HDR2)2xB ` HDRB HDRB ` EXP.UJOINT HDRB HANDRAIL, HDR IO C -HDR O )?,Po o 0 ® Y 22"x30„ (2)2x10�\�1 9 _—_ [..I Y (TYP.) TYPICAL (2)2x10 27 2x8 I i HDR �GORRDOR NDR ACCESS NDR ^' ra- 1,/AO ��� O (2)2x10 HDR -- - no- - -- -- - QO- - - -- -- b UP • /.. Z -� oo Oo ® ° 00 Oo ® -. ® ° -- - o0 00 - -- 6 m II -- --- - j STAIR c Z g )(I�' ESSIOy UIP ^"x Q" w• I o H 2xa © ¢, I 1HDR WBxl3 � y�.it � I ------- W8x13 WaA WBxl3 i ___W_Bxl3 HDR NOTE I Q I T -- 13 FIRE EXTINGUISHER CABINET F o I o s I-BR UNIT W 2x8 p HD 2x8 0 0 (2)2x8 © 7(2)2x8 1-BR UNIT 3 "x9 I/4" �c (VERIFY AND LOCATE FIRE 2-BR UNIT TYPE'B' I-BR UNIT= I-BR UNIT HDR 0 0 "s O 1rz s s I = 3 I TYPE'A' =U ' HDR HDR _ ,q HDR TYPE'B' _ �# 2-BR UNIT )O EXTINGUISHERS AS CONFIFTMED O O 3 IR"x9 1/4" TYPE'B' O O TYPE'A' O HDR y'G (y„ Sp O u P'L 7 « 1 C m 3 IR"x9 I/4" O r-_ TYPE'B' 3 1/2"x9 114" -'C. ___ y 9.' 0 B4; BY LOCAL FIRE AUTHORITY.) q m = P'LAM HDR • • - P'LAM HDR m -J � C- C S C•9 C P'LAM NDR=b C- m 1 Ar)Hr'� �l�c D! /l?bg cC s tr.n. e°F 1 "STHDI4" 3 IR"x9 I/4"m m m °STHDI4" "STHDI4" �3 IR"x9 I/4" m ® "STHDI4" 3 I/1"x5 114" C® a "STHDI4" w i CF 2 {O y [R OR OR OR P'LAM HDR OR P'LAM HDR OR OR O7RHDI4" � "STHDI4" w)x/Gw c )2 y m 33)r OR 1 "PHD1„ / P'LAM HDR "pHD2" "PHD2" "PHD2" "PHD2" "PHD2" PHD2" "PHD2" �3 1 1 I © 1 1. 3 I/2"x9 f/4" �� p 0 3 I/2"x9 I/4' 2x10'a 3 p �1 x10's m 3 1/1"x9 1/4"3 © © ,fi p p 5-2-05 9 P'LAM HDR P'LAM NDR 16"O.G. 6"O.C. P'LAM HOPI ,hF 3 IR"x9 1/4" PATIO PATIO PATIO PATIO PATIO IO P'LAM HDR 9 4x4x1/4 TS.COL. • 4x4x1/4 TS.COL. 4x4x1/4 T.S.COL. PAT 4x4x1/4 Th.COL. m Q�) 2x10'e m 3 IR"x9 I/4"P'LAM HDR 2x10'e m C•2-HR 2x10'e• 3 IR"x9 I/4" Ib"O.C. 3 IQ k9 I/4" 3 Id"x9 I/4" 2x10'e m 3 Id"x9 I/4" FIRE WALL P'LAM HDR I6"O.C. P'LAM HDR P'LAM HDR B FIRST FLOOR PLAN (RIGHT WING) 3 1/2"xs 1/4" Ib"O.G. P'LAM HDR 3 7,S 5E5 ETS A33,A3.4,AND A35 FOR ENLARGED COMMUNITY WING 4 A3.1 P'LAM HDR ENLAIdoED UNIT PLANS. t 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 minimum of 15 feet (4572 mm) and a maximum of 30 feet PARKING PARKING PARKING 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. ments.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 1-BR UNIT w a N TYPE 'A' 0 < 2-5R UNIT 1-5R UNIT I-BR UNIT IB_UIT 2-5R UNIT w N w TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' 6 TYPE 'B' � a z --------- --------- I uT I u� ' - _ O Elm 00 ° ® 00 Oo00 c DRAWN BY: RSS 3 O CHECKED BY: LWS ® ® O JOB NO: 04-061 _- D PLOT SCALE: 1/S"=i'-0" -- - - -- o FIB EXTINGUISHER---" i/ r'� \ i -- - o O O o - -- -- - O - -- ® ® o o O o I 70 NOUSE CABINET\ 1 ,J SMOKE NOTE: ° i \ / \ / \ PANEL -S TO HOUSE \ / ; FIRE ALARMS AND I I I i SMOKE DETECTORS TO \ i �+1 PANEL BE INTERCONNECTEDIII rra AT ALL COMMON AREASOr ° • ------ -raa • rwa o• p --------- --------- -------- Am Fff 2-BR UNIT 1-5R UNIT -- z TYPE 'A' 1-5R UNIT I-BR UNIT TYPE 'A' I-BR UNIT 2-5R UNIT TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' w D g 00 00 00 NOTE: COMPLY 0 ALL ON MUST A FIRST FLOOR ELECTRICAL PLAN (LEFT WING) EPARTMENNTTCOFI HOUSING ANDURBAN DEVELOPMENT,OFFICE OF HE ASSISTANTDERAL REGISTER,PART VI OF S A SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- ^ Al 1.1 8"=P-0" FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,I591.THE r a PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IS 13 AS AMENDED AS n IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND IN CASE OF COWLICTS,THE STANDARD THAT WILL PROVIDE T14E GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. O O O O O O NOTES: SEE SHEETS A113,AI1.4,Ally AND Allb FOR ENLARGED UNIT 1 COMA.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 PLO APPROVAL OF THOMASNDEVELOPMENT CO.THE REPRODUCTION — 1 2-BR UNIT - UNIT 1-BR UNIT 1-BR UNIT 1- OR USE OF?TEES PLANS IE UNAUTHORIZED AND 70U WILL BE W BR UNIT 2-BR UNIT PURSUED i0 THE FULLEST EXTENT OF THE LAW. TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I ' . ° ® , , TO HOUSE 04 ® PANEL Z 1.4 TO HO�1 FIRE EXTINGUISHER PANEL � ��� 0 -- - O O0 - -- • ® ° -- - O - -- • oa Oo � i i CABINET W OV D ® C O O 6 O C 3 O Oo ALL FIRE ALARMS AND \ • ° °u .�, ��, �, ° \—/ SMOKE DETECTORS TO au ran ' � • � I i "°"` O11 ° �` `'°W "an •❑ BE INTERCONNECTED i EESSIONq I I LEN -------- -------- AT ALL COMMON ACAS NOTE L 0y 2-5RFIRE EXTINGUISHER CABINET TYPE S UNIT I-BR UNIT �O (VERIFY AND LOCATE FIRE TYPE 'A' 1-BR UNIT I-BR UNIT TYPE 'A' 11-BR UNIT 2-BR UNIT EXTINGUISHERS AS CONFIRMED TYPE 'B' TYPE 'B' TYPE 'B' TYPE'B' BY LOCAL FIRE AUTHORITY.) srgrF QP�o Ele�fn�-J A 11,1 5-2-05 A11.1 FIRST FLOOR ELECTRICAL PLAN (RIGHT WING) �r � E g�l/1 draw y Pht 5 iz1 �� �a W I � I W aN NG 411 NG I W �QNI�z F \` E%IBTIN FIRE HYDRANT � 8n �- • _ .INV.5931_—_—_---_—_—_--- —_—_ - _ �j _ _—_—_—_—_—_—_—_—_---_—_—_—_—_—_—_—_—_—_ _ -.�._ I _ �N G1 �•� y W 3"PI North College Road East 3"PI ��T I v i , �2W: �@ \• Q� N APPROAOH r�Yl �_ �`" ��16TIN6 'ti0C''`B 3 I POND B W -- ------- --�yB------ - _ __------ '' � DRAWN BY. RSS CHECKED BY: GAM 2 JOB NO: 04-024 _ ' I 6 POND •umB cvr BErsm I I PLOT SCALE: 116360" SIDEWALK 1 N . 6S 14: 9 � scuPPER I 1 i II } _ 6 $-0'� t \ B EXISTIr16 FIRB m I 65 m \ 66 HYGRFINT I 6T 4 I 'D 6, 2O'-O" S I I N d u u d W' VANDIGAP ❑ Y L1 u mI _ I d nll aVl " n 0 ml m n I R _ n 4 I a _ n I 1 1 :::FIRE•TRllLK'-'+::':�.::`i::=_� 366 I b POND 4 .:.ACOEBB LAl✓E:�:::'.::;:::;, I I I13 halt. 6 ------- ------ —_—._. b :�•::' :::._�: :�.:��::::::�.:::" / I p N 89°41'66"W 631I8' r1� Access ' ''m, ov>`�,� I 'Ire Oepar�m s Ta Be (YlaintaiY1e01 Clear Q NolPalk'n o, �\� T;+...es Our ihoJCons�tu I n St re La S n � NoPackin fire Lane ns Rt�acker( �tteS� ^z See y. A cHe� SI I ra PL14N "'CONCRETE D A HDG SIGN L EACH r 51DEVV+LK HDG STALL SEE O/AI i✓Z EXISTING NATURAL CAS LINE —TUG H,— AI I I"=30'-O" N EXISTING OVERHEAD POWER —a1 —a1— PROPEREXISTINC SEWER SERVICE —� a PROPERtt BOUNDARY LINE ' . STEEL HANDICA P EXISTING WATER MAIN —w B"— PARKING SPACES: ;. (WAR Q SIC14SYMBOLS AND . STREET CENTER LINE —-—-—-—-—-—-— LETTERS ON BLUEo o I BACKGROUND) EXIST'G STD,CURB,GUTTER Q SIDEWALK REGULAR SPACES 23 . ' -. •'� iv x ��",I PROPOSED SN.CURB,GUTTER k SIDEWALK AC-CE551BLE SPACES 6 :RAMP UP 1n•:: RAMPUP 1 EXISTING SEWER MANHOLE O STORAGE SPACES 12 TOTAL 5PACE5 41 v xulolcwPea EXISTING FIRE HYDRANT Zj' rMllurnyTJ, EXISTING GATE VALVE pd i �AA EXISTING POWER POLE BLACK 6'CONCRETE DRAINAGE ARROW (�— 1 (p_ , COL RETE COLORED CONO s y PROPOSED AREA DRAIN STRUCTURE I 1 - 3 I { BROOM FINISH 1 CURB Q t lrtpE unp m°? G; O Awo P!E ;I a PROPOSED WATER METER ® 4"WIDE YELLOW PARKING STRIPE I' STEEL PP05T SET IN w O O II ASE S��S(�eelal �rovision� " TOP OF CURB/WALK OR FINISH GRADE p 99 h� Ftre ,Dept. qeo ess {Zoac�s - II I (a> Poc- .able �x�ine�uishe�5 i� _ ��, aw'�orn-a}.iC Xire pr i^�(�+2.e S�S�e,l•� \ '' (6I) Fire Alarm 6�51en-� OF VD r.l. �� LandscaPin� q'-0" O" 9b" % 6"x12"OONC.BASE oy' yan 5-2-05 PL14 SCALE:1/4"=I'-O' $ ryfz. HOC RAMP DOTAL � HOC S1(3N OSTAIL ALI 1/4"=1.0'. `I ' AG � , a TO HOUSE PANEL FIRE O TO NEMd'3R' � W'/GPI Ma 2.29A U.P/Rfl IVR+ 0 IV PANEL ITI4 CHEN 3 ® CRAFT ROOM �y aj F v Ol I O F , r I v W Q ID a L J y L°J L`J L°J A N v O ELE O OPEN TO m ��.�y/W �a N I CJE�l, r F � O 42 BELOW S w Fil a O m m- NOTE: I ELEV. ® L L�R U U ® ' I NOTE: 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 ,�, SMOKE DETECTORS TO�, , ° -�U i S O=jC� BE INTERCONNECTED _� [ BE INTERCONNECTED N M(LIL AT ALL COMMON AREAS 3 AT ALL COMMON AREA F mw O O O DRAWN BY: RSS CHECKED BY: GAM FA 1 r-WAITING r 1 ;i i r 1 r 1 r 1 ; JOB NO: 04-061 I PLOT SCALE: 1/8"=1'-0" 1i OFFIC O ; I I O L°JOPEN TO L°J L4J r1 r1 1 I r1 BELOW r1 I I I I I I I I I I I I 4 L ® J L J L°J L°J 141 J TO HOUSE WP I PANEL I I NOTE ■ ■ FIRE EXTINGUISHER CABINET ■ ■ L __ IBC (VERIFY AND LOCATE FIRE a EXTINGUISHERS AS CONFIRMED BY LOCAL FIRE AUTHORITY.) U� N W O Z �A1 FIRST FLOOR ELECTRICAL PLAN (COMM. WING) �B1 SECOND FLOOR ELECTRICAL PLAN (COMM. WING) c T^ aA V1 ~ Nye_ AT THE NC.ACCESSIBLE UNITS AND AT A MIN OF(I) ADDITIONAL UNIT PROVIDE THE FOLLOWING(ITEM M 4 7A NOTE: 1. ALL ALARMS/SMOKE DETECTORS SHALL COMFORM TO I T 1 THE FOLLOWNG: ALARMS SHALL PRODUCE A SOUND F� IIF���III NOTICE: ALL CONSTRUCTION MIDST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THAT EXCEEDS THE PREVAILING EQUIVALENT SOUND THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE A651STANT LEVEL M THE SPACE BY AT LEAST 5 DECIBELS,OR DEVELOPMENT CO.AND 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 WOU5ING ACCESSIBILITY GUIDELINES DATED WED.MARCH b,ISSI. THE 30 SECONDS BY 5 DECIBELS,WHICHEVER IS LOUDER APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1S13 AS AMENDED AS ALARM 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'(UFAS)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 ALARMS,WITH A FLASFIMG FREQUENCY OF 5 HL THESE VISUAL ALARMS SHALL BE INSTALLED IN THE SAME SYSTEM AS THE AUDIBLE EMERGENCY ALARMS. NOTES: 3. 110V SMOKE DETECTORS SHOWN N EACH APARA•ENi SEE SHEETS AIIA,AII5,Allb,4 AII.1 FOR ENLARCTED 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 C . EQUIPPED WITH AN ACCOMPANYING STROBE LIGHT. 5. ALL BACK-TO-BACK ELECTRICAL 00%ES OR OTHER O w ELECTRICAL SYMBOLS SCHEDULE EQUIPMENT OR UTILITIES INSTALLED IN THE WALLS r SYMB. DESCRIPTION S7M0. DESCRIPTION SEPARATING EA DWELLING UNIT MUST BE SEPARATED BY A MINIMUM OF 24"HORIZONTALLY.PROVIDE APPROVED 11 W It DUPLEX CUTLET 2'X4'FLUORESCENT LIGHT FIXTURE MEMBRANE AND THROUGH-PENETRATION FIRE STOPS a b DUPLEX OUTLET-2 WAY SWITCH CLG LIGHT FIXTURE A5 REQUIRED. a b. PROVIDE CONCRETE ENCASED GROUND M BUILDING ®W'/Cfl WEAIHER'ROOf DUPLEX OUTLET � WALL LIGHT FIXTURE FOUNDATIONS IN ACCORDANCE WITH THE 2002 NATIONAL T^ ®GFI DUPLEX OUTLET W/GROUND FAULT INTERIIPTOR + GARBAGE DISPOSAL ELECTRICAL CODE(NEC) V1 R 220 v RANGE OUTLET 1. KITCHEN COUNTER RECEPTACLES AND SWITCHES SHALL BE [� ❑ TELEVISION OUTLET MOUNTED ON FACE OF BASE CABINET IF SHOWN. N ® SPECIAL CONFECTION TELEPPHONEHONE OUTLET W 8. PROVIDE MN 4"CIA GALVANIZED DUCT THRI ROOF W/ O J FLEX TO WATER HEATER A W WALL TELEPHONE OUTLET FAN GOOSENECKCTRICAL DCAP FOR��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: tC7L p1TLETS: 24-INCHES AFF.CENTERED foR 10 v SMOKE DETECTOR-RESIDENTIAL ® EXIT LGHT •!U OUTLETS/SWITCHES ABV COUNTERS: 42-INCHES AFF.CENTERED OcES IONq �17' FIRE ALARM HORN ELECTRIC BASE BOARD HEATOR •(2) SWITC14E5: 42-INC14ES AFF.CENTERED QP ! I THERMOSTATS: 48-INCHES AFF.CENTERED(MAXJ F❑ FIRE ALARM-BREAK GLASS SWITCH EMERGENCY LIGHT •(3) ELEC.PANELS: 36-INCHES BELOW CEILING TO TOP OF PANEL Q a NURSE CAL-CORRIDOR LIGHT ®FA FIRE ALARM CONTROL PANEL ALL OTHER UNITS: ❑0 NURSE CALL-BED STATION NC. NURSE CALL PANEL OUTLETS: I8-INCHES AFF.CENTERED OUTLETS N SWITCHES ABV.COUNTERS: 42-INCHES AFF.CENTERED E❑ M1R5E CA1L-BATH STATION EMEN HOUSE PANEL SWITCHES: 48-INCHES AFF.CENTERED '92'E O pP THERMOSTATS: 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 LIGHTING,OUTLETS, LIGHTS IN AREA WHERE INSTALLED-W/BATTERY BACKUP. PANEL SCHEDULES,CIRCUITING,ETC,TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.THESE SHOP DRAWINGS 5-2-05 •(2) 2000 WATT BB HEATER-FURNISH All INTEGRAL THERMOSTATS SHALL SHOW ALL ITEMS REQUIRED BE THESE CONTRACT DOCUMENTS AND THE CITY ELEC.DEPT. •(3) 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 MIN,4"DIA GALVANIZED DUCT THROWN ROOF W/SCREENED GOOSE NECK OR CAP FOR EA EXHAUST FAN SHOWN ON THE ELECTRICAL DRAWINGS. 20'-S 3/4" 9'-3 1/4" 5'-0" 5'-0" 9'-3 1/4" W-2 3/4" 11'-2 3/4" 9'-3 1/4" 5'-0" 5'-m" 9'-3 1/4" II'-2 3/4" W-2 3/4" 9'-3 1/4" 5'-0" 5'•0" 9'-3 1/4" 20'-2 3/4" 6" CL.®2.14R - py 9FATI'_m"I,1--f I I 9' �" I PATIO"I r----�; L J I I I I PAT L I,a 0"'.4'm" FIRE WALL a PATIO I'I I?I ATI I I II I PATIO IO b FND.WALL I W xs m 9 6 xa m l l I I I 9'-6"xs'-m" m 9 6 x8 0'I'I 9 6 xB m ' J 'L L m J;L J(L I I r J'L J:L jl 1 ---- - --- ----- --- --- --- ----------- ------- I'I I I H I A B I I DRAFT STOPPING,TYP. I I y PROTECTED AREA I; EA.SIDE 2-14R I I T I I A23 SIM,TYP. 1 "` A23 I I A23 I i° ' r" 1'I I I I = ttP' I I TYP. I I I PIPE WALL I I I >vW�,y� Q Lo 1p C 10'-6 1/4" B'-3 3/4" 13'-5 3/4" @'-m I/4" 12'-0 /4" IV-5 3/4" 13'-5 3/4" 12'-C 1/4' @'-m 1/4 IW-5 3/4" 1 1 13'-3 3/4" Cly 10'-b I/4" Im'•10 I " I I I P! z 8 Ln - m v a V T.S.3Hix3L2x'ii m I I m W N I� A23 - ------r �- --- L--- - -- --� �_ f Z--- - L--- -r ----� �LCOL.TYP,UN.OJ- m - I Iil I m 3 - -- --13'•4--- _f-�123 �- Z-f--- I ^�.-f -----1 Z_ -J 13'-53/4" I I I L- -- _ ---- r----- _ --- r--- -4'-03/4" -- 9 Ip I I GL �----A23 YP. I I 22"x30"FRAMED I I I lF I m I ACCESS OPNG, A23 1 F I I I ?5 I I l I n I CO I J I I ttP I D o I I A23 mo� I ii I a� �i I:l a III I I H c• A23 G C 22"x30" T I 1 2q I I -�9- CRAWLSPACE I A23 ttp. I I °1 m I A23 TYPE I I TYP.3 m I I m ACCESS `• I +. II, L---------------------JL--------------- L--- ---- ------JL-- ------------ L--- - --JL--------- - - - - -- -------- r--------.------------------------------ - -- --- ---------------------- 0 ::I ro I I C 22"x30"ACCESS W/— C -------T- I - 1 CHECKED BY: LWS t DRAFT STOPPING,TYP. m C AUILSPAGE SELF CLOSING I - f-413/4" I'I I I I I '" . JOB NO: 04-061 I1L'n -- L -- L-- --____--- _ --_-DOOR TYP. -- L--_ - -- rv- _- I 0„ T SCALE I? • I I 22"x30"ACCES W/ 9 I I I I L 1 I SELF CLOSING = I I I Q . K � A E I -0"GONG. 1 1 22"x30" ?'m I I DOOR tYr �� I C I I 'A'23 TYP. I P U I A23 TYP. F A92 A23 m ttP.! ENTRY STOOP �I CRAWL5PACE in I I O I m I I - p � 13'-5 3/4" I LAesE6a___ G I G C• I n F G I G I g G I I G S I o _ ------ _ ----- A23 TS.3Lyx3L�x12 A29 A23 TYP. A23 A23 Q1 A23 I I A23 I' 10'•9 I/!" - f-Z COL.TYP.,UALO. m I I I m L - ---- - L---- r I I Z- --- �--- - ,----- ---- f Z----- --- -r L J ---, I ro L 1 --- - _ r---- L J --- PROVIDE G.I.AREA I;I 10'-6" `a 10'-b 1/4"I IV-3 3/4" 1 IV-5 3/4" I 12'-0 1/4" m 12'-0 I/4" 13'-5 3/4" 1 1 13'- 4" I 12'-0 1/4" I 12'-0 1/4' I IV-5 3/4" I M'-3 3/4" I "3 0'-b 1/4' 10'-10 b2" WELLS FOR RJD.VENTS I' WHERE REQUIRED I:I m I I m I I I I 1l I ' (COORDINATE W/ JOIST LAYOUT) I I ^-' I I I I A23 SIM,TYP. 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FIRE WALL FIRE WALL a 8 3/4"!1 I S 3/4", 1 I X 0•v'7 5'-O"WING WALL I 59'-0 3/4", EXTENSION,SEE DETAIL C/A3.4 5'-10 1/8" 3'-9" 6'-10" V-9" 6'-4- b'-4- V-10 L2" 4'-9 V!" 3'-b" b'-6" t'-6 343" II I I A GAS F.P. �* W I 11 I T I I I I I I 2"C.T.HEARTH I I I I I I � I I I I I zz� 3-1/2"x11-I/4" 3-1/2"xS-1/4" I 3-IR"x8-1/4'I A I 3-I/!"x9-I/4" I I e� 17 I C,Z s P'LAM.HDR bNb CAL P'LAM.HDR I P'LAM.HDR A93 P'LAM.HDR I I ITrt 0 1 o O�� a° o O ti� O o RHO: PLAN VIEW I I�EF. I GAS FIREPLACE I I 6"FIRE RISER ���CH_ i II A �in^ 3-12"x9-I/4"(eY I I w 4"FDCI P'LAM.NDR'\ GT.VGA H I b'-I IQ" DRAWN BY: RSS I KITCHEN CHECKED BY: GAM A _ _ tl �2 T e '1 c X C i I JOB NO: 04-061 'I' I A PLOT SCALE: 1/4"=1'-0" I, 9 1 HDR d ~ 11 m 1i SD e- A _ OI i I ELEV. f w a 11�LINE OF 2ND s I C a I MECH. _ __' °� ly[ FLR ABOVE N I m 1 m I i Il 6x6 CAL. OPEN TO TO LOUNGE (2)2xS I O II , HDR i 1 i 2x0 W L. I I 0• GYP.BD.FINISH X 11 5 1/8"xl2"GLB. 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N�O.C. , 0 o �WBx21STL.BM STUDS 1 3 IR" (5)2xb 4.0 KING STUDS I I AROUND OPENINGS " I 41- I II "6THDI4" I 3-IR"x9-I/4" 3-12"x9-I/4" 3-IR"x5-1/4" STAIR I ' oR I P'LAM.HD R P'LAM.HDR S P'LAM.HDR 11 "PHD2" I "� 13 16'DEEP MAILBOXES I I O I ASPHALT COATED GALV. © ^ STEEL LINER OVER OrV� Q O IV 1 1 C © 3/4"CDX PLYWOOD 11 ,I I I I ry 1 1 �(it� I A8.1 Ix WOOD CAP A93 2x12 CONT. a I 1 I I I I ml GYP.BD. x - 1 I I T4 COL. L ' _ ' I 4x4x1/4 I I 9 2x4 STUDS o I6"O.C. (~ I--t ---t --- } �J T,s.COL. I I m 2x6 stuns a 16"O.C. � DENOTES SHEAR z I I NOTE:, (1 I I WALL PER SCHEDULE FILL BOTTOM 3"OF 1 I I I I I I I I y, O��'1 I I I SEE DETAIL A/A53 PLANTER W/PEA GRAVEL 'IPHD2"DENOTES HOLDDOWN REQUIRED O ESSIp'A(9 I I I 1 I W LO ICI it ICI I I I I I I I w' �I I II NOTE 54' / FIRE EXTINGUISHER CABINET S O (VERIFY AND LOCATE FIRE rgrf OF 10 EXTINGUISHERS AS CONFIRMED P-3 3/4111 q1'-3 3/4"t BY LOCAL FIRE AUTHORITY.) NOrE 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 FIRST FLOOR PLAN (COMM. WING) DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAFER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1551.THE A DETAIL � /� 2,164 SQ.FT. APPROVAL OF THOMAS DEVELOPMENT CO.THE nFRODUCTION PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS PLF�INTER DETA I L OR USE OF THESE PLANS 16 UNAUTHORIZED AND YOU WILL BE IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND A33 „- 3 PURSUED TO THE FULLEST EXTENT OF THE LAW IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE U. OF ACCE881BILITY SHALL BE COMPLIED WITH. PROTECTED AREA 4'-0" PROTECTED AREA 4'-0" EA SIDE OF 2-PP WALL EA.SIDE OF 2-HR.WALL IRm 2-HR E WALL RE WALL 4'-0" Ix WOOD CAP 1 I I ®4211 AFF. 8 3/4'4I 15 3/4"t 1 I C 5'-0"UANG PALLI 51'-0 3/4"a I I I NAND-RAIL a/ EXIENSIORISEE I 1 ®34"-SEE SPEC. r ti DETAIL VA A 61410 3/81, V-3 1/2" 3'-0 1/2" 6'-4" 6'-4" 1'-2 1/2" 3'-11 1/2" 6'-6" 5/9"GYP.BD OVER �•/ m I I I 2.6 STUDS m 16"O.C. F A BUILT DIRECTLY ABOVE BEAMS rW a'a� ttpp li II I A93 I I I I it i I m 9 5-I/8"x18"GLIB. v W g a�i g 111 I I I I I I i .I I 1 GLIB. 24F-V4 DF/DF 24FV4 DF/DF F 3 0-PC�L —I--�— --- a m 3-1/2"xg-1/4" 3- "g-1/4"3-IR"x9-I/d" 2f rr vh ,0 T — 01 tiO I Y I O I II 16 FOLDING TABLE I I I I I FI 48"NIGH 2x6 WALL I I W/WOOD CAP FOR DRAWN BY: RSS I GRAFT ROOM I W DRYER VENTING FINISHED FLOORING ON 3/4"TIG CHECKED BY: GAM 1 1 A A1� I i P34/OSB/2 UB FLOOR 1611 6 Or— J0B N(Y 04-061 I I A13 c I I I I LAUNDRY I W 1 PLOT GALE: 1/4"=1'-0" II I 24"Dx36"H Q A I I A92 1 Q 1 LAM.TOP I i I 1 I 1 e 2ND PLR. CORRIDOR Q I _ II , _________ 14 OPEN TO BELOW Elm 1 It2xB A L L12)2x8 HDR I i .61/4" 1 4x . 1 i O I I ii I I V-2 3/I6" 2I'r=LE -1 3/4" W/C 1 i a Es I IH/c Ii 1 i I I 42"HIGH WALL ES \ Al / I LAV W/WOOD CAP '4 CARPET ' 1 LINE I 6 1 I HDR 14 I 1 0 12 IIIDR�1 HANDRAIL,ttP. (2)2x8 C4,�1 T (2)2x10 6' I -10" CORRIDO HDR R 9 28'-0 3/4° HDR LINE, I i 5 in I 21 I 1 _ I I I I v1 I I Ce METAL WALL (2)2x8 r 42"HIGH WALL Z 1 CAP W/DRIP 1 i I I HDR W/WOOD CAP O I i I 1 EDGE It L15RARY —_—_ OPEN TO BELOW I i 1 I (2)2x8 O i I I I HDR 1 SIDING I TRIM B 1 1 I Tn = 1 'm AS SPECIFIED rA I I 1 11 aZ 4 11 I 3-1/2"4-1/4" I I "T48" P'LAM.HDR 3-IR"x9-I/4" 3-I Vxg-I/4" STAIR I 1 I P'LAM.HDR m P'LAM.HDR I I A 1 I I I 1 WALL FRAMING 2x6 FRAMING I I OOh Q� \� O 1 6"OF.,TYP. f-tAM.-Hr3R- -I�e�''�I 1 I I I I I I I I I Z a 1 I I I p I I I I I I I DENOTES SHEAR I h O I WALL PER SCHEDULE SEE DETAIL AIA53 Q ESSIO A( PHD2"DENOTES 6"GON .FND. Q}} y HOLDDOWN REQUIRED WALL 0 'j:'F' LL .Lo01. y NOTE I.. qT P� i I:�:��:: f OF M FIRE EXTINGUISHER CABINET I'-3 3/4"I FEC (vERIFY AND LOCATE FIRE ' 43'-4 3/8" EXTINGUISHERS AS CONFIRMED BY LOCAL FIRE AUTHORITY) - -----' 5-2-05 NOTE: ALL CONSTRICTION MIDST COMPLY WITH THE'FEDERAL REGISTER',PART VI OF THE F THE ASSISTANT SECOND FLOOR PL14N (COMM. WIN(3)FLOOR f=.14N (COMM. WINC3) SECRETARY OR FAIRINGIONG AND ALOPPORTLNIFFICEOCPRCHAPTERI- A SECRETARY FOR FAIR NOUSMG AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- FINAL I L FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED DIED.MARCH 6,15N.THE I ,LL SECTION A3.4 I/4""I'-0" 1�18 5Q.FT. PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1313 AS AMENDED AS G IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND e-4 IR"=1'-0" IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE A3.4 OF ACCESSIBILITY SHALL BE COMPLIED WITH. 25,_b" , 5'-6 I/B" 4'-b" 4'-6" I. PROVIDE SOLID BLOCKING FOR GRAB BARS IN ALL UNITS THROUGHOUT, QI 4B"SHWR 00 REF. °SHOUTER 21 LAV HC Q 20 I/4"I LAv. O RANGE W/EXFL � - O / 1 Is" 8Sol, FAN/LITE HOOD i FHC RANGE W/E 1 I/B°s .a m j FAhtE Hoop „ Ib" is KITGHE BATH KITCHE m I " CARPET Kit.SING W/ I H/C IT,SIC W/ CARPET I BATH a LNE,TYR GARB.DIW1 \ GA .DISP. LINE,TYR \ / Im u u 1 O PAN. DW SUfifACE o o I DW O I PAN. r `----' IL.11i I Oz z 20"BAR•42° 20"BAR o 42" i 5)B.PANTED io . PAINTED SHELVES,TYP. SHELVES,IttP. Tp i �,lir fi XX a (5) 10 6'-1 3/4" 3�_I�, 2'_1" 3'-4 3/4' 2'-0" 1'•7 1'_y' 2'-mn 3'-4 V-1" 3,_1.1 �® 0 10 DRAWN BY: RSS NO, ® o � ?' � � CHECKED BY: GAM I VI 0 - JOB NO: 04-061 o BEDROOM G.C.TO COORDINATE FURNACE IL r PLOT SCALE: 1/4"-1'-0" _ BEDROOM MIN ROUGH OPENING DIMENSION W/MECHANICAL CONTRACTOR GG O COORDINATE FURNACE m PRIOR TO FRAMING MIN,ROUGH OPENING DIMENSION W/MECHANICAL CONTRACTOR PRIOR TO FRAMING F NONCE: Qp THESE PLANS AM THE COPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT Co.A14D ARE TECTO O BE USED,,COPI D OR MODIFIED�WITNWTDTHE PRIORBY LAW.TWRITTENY NOT OA OA APPROVAL OF THOMAS DEVELOPMENT Co.THE MMODUCTION ` OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE z PURSUED TO THE FULLEST EXTENT OF THE LAW 0 STOL2 o e STT FD.® ®FD. O—_ I DEG TIO N0TE ALL CONSTRICTION MUST C" IUI.} 1 I PARTMENT OF HOUSING AND LURBAN WITHTDEVELOOPMENT,OFFICE OF THE ASSISTANT E 4.tl/4 TS.COL. I I O O I I 4x4x1/4 TS.COL. '^ SECRETARY FOR FAIR HOUSING AND EQUAL OPPOR'NNITY-24 CPR CHAPTER I- p FNAL FAIR HOUSING ACCES5151LITY GUIDELINES DATED WED.MARCH 6,ISTL THE Z PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IS13 AS AMENDED AS IMPLEMENIED BY THE%NIFOR1 FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND N CASE OF COWLICTS,THE STANDARD THAT WILL PROVIDE THE GREATE6T DEGREE . 4'-0" V-4" 5'-0. 5'-0" 2'-4" 4'4)" 2'-0" I'-2" 5'-m" OF ACCESSIBILITY SHALL BE COMPLIED WITH. �• 0 �1 ENL14RC-sED 1-5R. TYPE e' UNIT rENL4RGED 1-BR- TYPE 'A' UNIT � 654 SO,FT. A35 4"=1'-0" 654 50,FT. 39'•0" 8'-41/2" 6 r , ;No rLA7 ___________� _ 1 __________ -- Q-� --- ----- I O 0RERA 00RANGE W/EXH. Bates i '^LJ m ° I XFAN/LITE HOOD i ;. i L i I ; Tn I i H/G RANGE fEXH.�, KI�G TE / FAN/LITE HC'OD KI KIT.SINK W/ = ' N / ' H/C KIT.SINkGARB.D18P. 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SHINGLE ROOFING z AS SPEC'D lTYPJ PRE-MATF. c> ROOF VENTS ROOF VENiB AS SFEC'D ITYPJ w lTYPJ (TYPJ �/ 3 0 m m a 1212 12 B 112 @� 12 B �12 IW�I ak a 9 5 pm] 15 ❑� ❑ ❑ - _ — ❑ ❑ = DRAWN BY: RSS CHECKED BY: LWS JOB Tom: 04-051 -- PLOT SCALE: 1/8"=V-0" ❑ ❑ — _ ❑ ❑ - - _ = FINISHED - — —_ -_ FINISHED GRADE o - GRADE Q GONG.PATIO 61DING 1 TRIM CONG.ENTRY RAMGUTTER W/DOWN RAINGUTTER W/DOWN SPOUTS 4 SLASH BLK'S CONC.PATIO STOOP SPOUTS 4 SLASH ELKS AS SPEC'D STOOP CONIC.PATIO BIDING 4 TRIM LONG.PATIO STOREFRONT DOOR AS SPEC'D AS SPEC'D W/PANIC 4 CLOSURE STOREFRONT DOOR AS SPEC'D Z HARDWARE W/PANIC 4 CLOSURE 0 HARDWARE a A LEFT WING END ELEVATI0N RIGHT WING END ELEV44TI0N a A43 9"=1'-0" PROVIDE S"DIA,ROOF JACK VENTS MIN.I SQ,FT.OF FREE'AREA OF VENT Ada va"=1'-0" FOR EACH 150 SQ.FT.''OF ATTIC/ROOF AREA AS REQUIRED BY IB.G,SECTION 1203.2 Z HN E TSEE 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 THETRUSSES TO BE CONSTRUCTED IN ACCORDANCE W/CITY ASSISTANT TRUSSE LOADS. APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- DESIGN SHOP DRAWINGS 70 BE STAMPED BY A IDAHO STRUCTURAL V 1 OR USE OF THESE PLANS 15 UNAUTHORIZED AND YOU WILL BE FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,IS% 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 IS13 AS AMENDED AS ENGINEER AND THE CITY BUILDING DEPARTMENT FOR IMPLEMENTED NF THE'UNIFORM STANDARD FEDERAL ACCESSIBILITY STANDARDS'EST D AND REVIEW AND APPROVAL PRIOR TO CONSTRICTION. I-a M CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST.DEGREE d OF ACCESSIBILITY SHALL BE COMPLIED WITH. C) CL®2-HR CL®2-HR CL o 2-HR CL o 2-HP- ^J FIRE WALL FIRE WALL FIRE WALL FIRE WALL SHINGLE ROOFING I W AS SPEC'D B I f•-� a I 1/� FRONT SIDE FRONT SIDE BACK SIDiM E OF a BACK SIDE OF [� 0 RIGHT WING Lill'— ASFT WING OF RIGHT 12 OF RIGHT WING \ @ 5' V.IF. WING i � 8 i I c i Iz ED ❑ ❑❑ ❑❑RAINGUtt�R W/DOWN RAINGUTTERSPOUTS 4 SLASH BLK'S SPOUTS 4 SLASH BLKS SIDING 4 TRIM SPECT� AS SPEC'D AS SPEC'D SPOUTS 4 SPLASH❑ I I ❑❑ ❑ ❑ ILK'S AS SPEC'D I i ITYPJ FINISHED sTgTF OF 0 CONC.ENTRY GRADE CONC.PATIO NOTE. PROVIDE 8"DIA.ROOF JACK VENTS COMM. WING FRONT ELEV14TI0N COMM. 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II II FASCIA LINE i i Szb COLUMN O di Z p COLUMN AT BE JfiS' 1 I NDS-USE 'S MPSON ECC' Rl �-- I COLUMN caP I I i i � ✓ ' I I 11-0- rADRAWN BY: RSS CHECKED BY: GAM JOB NO: 04-06 i I I PLOT SCALE: 1/4"= 11 IIa i s ,4M-COI-- CONNECTION SHADED AREA INDICATES STEP TRUSS OY MPRAMING I ZO 22"x3O"ATTIC I i F ACCESS OPNG. _ I I 11 I i i I 9 � RIDGE � 1 FRE-ENGINEERED ROOF i WSSES•24"O.C. I II I 1 I I I I 1 I I un I i I i I li 1 A 1 SHADED AREA INDICATES I Z I STEP TRUSS OVERFRAMINS, I C)II 1 I A I I ! I I I II 1 WIA"'ll 1 1 I I I I d I I I I I NOTE: TRUSS DRAWINGS AND TRUSS DATA SHEETS SHALL BE SUBMITTED TO THE ARCHITECT, � W CITY OF TWN FALLS,AND GENERAL CONTRACTOR FOR APPROVAL IN THE POW OF SHOP 1 I I I I I DRAWINGS.-DRAWINGS SHALL BE SEALED BY AN ENGINEER LICENSED W 1 1 I I I I I M THE STATE OF IDAHO AND THE DESIGN SHALL MEET ALL LOADING I I REQUIREMENTS FOR THE AREA . .a 1 I i I FASCIA LINE I I I I NOTE: 11 II I I I ROOF TRUSSES TO RALLY SPAN TO THE COD �y EXTERIOR TORBEARING WALLS. � SEE OVERALL FLOOR PLANS FOR BEAM �+ 3 HEADER SIZES AND LOCATIONS. Q 1 11 I SHADED ACAS INDICATE 2X OR I I I I I STEPPED TRUSS OVERFRA MING. ALL OVERHANGS SHALL BE I I 24"UNLESS NOTED OTHERWISE. II I 1 I I I PROVIDE ENERGY TRUSSES AS $SION I 11 I SHOWN ON WALL SECTIONS. I I � I I I I I I I I I E: T14ESE I THESE PLANS ARE iNE COPYRIGHTED PROPERTY OF THCMA9 T �O I I DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT qT f O OP 12'-1 1/2' I BE USED,COFIED OR MODIFIED WITHOUT THE PRIOR WRITTEN APPROVAL OF T140MAS DEVELOPMENT CO.THE REPRODUCTION 20'-0" I3'-0" OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE PURSUED TO THE FULLEST EXTENT OF THE LAW, 5-2-OS NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER',PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT}�00r FRAMING PLAN (COMM. IWING� SECRETARY FOR FAIR 14OUSM AND EQUAL OPPORNNITY-24 CFR CHAPTER(- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 8,ISSL 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 ' O 62 OF ACCESSIBILITY SHALL BE 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.) 0 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. 0x10"EMBED 16d 0 6"O.C.SIMPSON "A35" _ 260 PLF IF APPLICABLE FLOOR PLAN. ALIGN W/ PER SCHED. END WALL OR OPENING 0 O ONE SIDE 0 48"O.C. 0 16"O.C. _ LOWER "HD"STUD WHERE BOLT IS 9" OR H.D. STUD BOLTS ai O3/8"APA 8d 0 4"O.C. 5/8"Ox10"EMBED i6d 0 4"O.C.SIMPSON"A35" _ 380 PLF ROOF OR FLOOR FRAMING LESS TO END OF STEM PER SCHED. `a ONE SIDE 0 32"O.C. 0 12"O.C. _ SYSTEM, SEE APPLICABLE SIMPSON CLIPS WALL, PROVIDE(3) #3 H.D. PER PLAN �I rn G 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 Q 10 OONE SIDE 0 24"O.C. 0 10"O.C. _ —i 24" SILL PLATE Z i 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) OR END OF WALL DOUBLE TOP PLATE SEE qq ONE SIDE 3x STUDS 0 16"O.C. 4"D.C. 0 B"O.C. THREADED ROD SAME — 11 SLICE m w= IF APPLICABLE ao 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 I' ' BOTH SIDES 0 4' O.C. 0 32"O.C. 0 12"O.C. FIELD NAILING 350 �� —.�_ E.N. PER SCHED.( /) -- �2ffl �, m SHEATHING IND 24 0 F.N. PER w PER SCHED, SCHED. � �DEEPEN FDN. WALL AND � 3 STEM WALL WHERE REQ'D. wo HEADER PER TO PROVIDE FOR ANCHOR T72x OR 4x BLOCKING SCHED. WD11 ■ 0 ALL PLYWOOD ( ) BOLT EMBEDMENTS. DRAWN BY; RSS EDGES COORDINATE NOTES: W/ SCHED. TRIMMER STUD SIZE PER HEADER CHECKED LWS _ •E:-r-__^-. __ JOB NO: 04-061 1. FOR UPPER STORY TO LOWER STORY ONLY. SCHED. OR HOLD DOWN SCHED. HOLD DOWN SCHEDULE PLOT SCALE; 3/4"=1'-0" 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 0 12" O.C. COVER "HD" BOLT SIZE PER HEADER 5. FOR ALL EXTERIOR WALLS SHEATH PONY WALL BELOW HEADS SCHED. PHD2 5/8"0x9" EMBED. (2) 5/8"0 (2) 2x a MAIN FLOOR W/THE SHEAR WALL DENOTED ABOVE E.N. PER SCHED. HD10A 7/8"4x24" 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 A.B. PER SCHED. NOTE: (i.e. CONTINUE SHEATHING TO ROOF DECK) b w HOLD DOWN A.B. DOES HOLD DOWN ANCHOR, _ _ NOT REPLACE TYP. SIZE PER HOLD DOWN A.B.'s SCHEDULE, (C/A3.8) CONT. STEM WALL A SHEAR WALL SCHEDU!E PER PLAN A53 NOT to scaL� END SPACING NOTE: COMPARE HOLD DOWN STUD TO TRIMMER STUD 5" MIN. NOTES: REQ'D. PER HEADER SCHED. (WD11) LARGER SIZE g 9" MAX. 1. MIN. EDGE DISTANCE FOR NAILS SHALL BE IGOVERNS3/8" . 2. MIN. SHEATHING SHEET SIZE SHALL BE 2'-O x4'-0" 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 0 16" O.C. LOWER TOP PLATE FASTENERS MAY BE USED W/ ENGINEER APPROVAL, SEE G.S.N. G HOLD-DOWN DETAIL 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.$). THESE INCLUDE NAILING, A.B., SHEATHING, BLOCKING FFF�777---444& CLIPS; SPACING & SIZES. w B SHEAR WALL LAYOUT NOT TO SCALE N C �■1 S�PECCIAL STRAPS ARE ON ALL. SHEARWALL STANDARD BOLTED CONN. SCHEDULE Q.TABLE OF EQUIV. FASTENERS NO.OF A325X BOLTS REQ'D FOR SIZE AND LINES, DENOTED ON PLANS BEAM PLATE wE10 CONN.CAPACITY STAPLES, NAILS AND T-NAILS SLOTTED 3 FOR SIZE AND 3" NUMBER SEE srze 3/4°0 1°0 THICKNESS srzE '�p NUMBER SEE TYP. SCHEDULE (VALID FOR LATERAL LOAD ONLY) s p DBL. PLATE LAP W/ SPECIAL_ STRAP COMMON EGUN.SPACING GFAPPRT FASTENER W6 OR C6 HOR 5/16 3/8 6.5k SCHEDULE NAIL SIAPLEs Nags T-■� W8 OR CB 2 5/16 1/4 11.73k �/ SPACING 16GA 15GA.I 14GA 1 1/4 .131"0 W10 OR C10 2 5/16 1/4 11.73k CONN. PLATE P■� LY., O 1" a 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' 1/ / / 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 6 1 2" s° s 1 2° 0 10 / / 37.64K SCHEDULE \ SHORT SLOTTED ~ oW1 4'-0" MIN. LAP 8 6 1 2° 10" 1/ 8 12" - W16 4 5 16 1 4 a DBL.TOP PLATE W/ (4) 16d 12" 10" 12° 141 2° 12" 141 2 W18 1 5 5/16 1/4 52.00K HOLES 1.4 O 8d AT a 2 1 2" 3 1 2" a" 3 i 2" a W21 5 7/16 3/8 W TYP. 16d 0 i6" O.C. 0 LAP MIN. s" 4" 5° 6° 5" s" wza s 7/1s 3/a 6a.94K BEAM EE 2°8° 5 i 2" 6 1 8° 6 t 2" e" SEE SCHED. SCHED. 10" 6 1 2° 8" 10° 8" 10° W27 7 7/16 3/8 99.44K 1z" e' m° 12° s 1 2" 12" w3o s 7/16 3/6 114.tsK FULL DEPTH WHEN CONN. PLATE fx IDd AT 4" 2" 2 1 2" 3" 2 1 2" 3 1 2° w33 9 7/i6 3/8 128.93K REPLACES REQ'D. STIFFENER PLATE Z 4" 5' 4" 5' 6 1 2" 5 1 2" 7" W36 9 7/16 3/8 128.93K 7" B" 6 1 2" 8 1 2 W40 9 7/16 3/8 128.93K 12" 61 2° 8° 91 2" 8" 10° NOTE:(DMINIMUM PENETRATION REQUIRED BEAM-ONE SIDE ONLY BEAM-ON BOTH SIDES - INTO THE MAIN MEMBER TO ATTAIN FIS SS1ON QP ! FULL ALCAPACITY LOADING.(SHEAR VALUE)FOR LATERAL LOADING. NOTE: USE HARDENED WASHERS PER G.S.N. o= L s w DBL. PLATE LAP W/ MIN. NAILING (U.N.O.) TABLE OF EQUIV. FASTENERS STANDARD BOLT CONN. SCHEDULEBOLT CONN. SCHEDULE A53 3/4"=I'_m" A53 s/a"=r_o^ A53 _o" SrgTE 10 I .aT1P 5-2-05 57i"�furRl D<T//J A5.3 a STIFFENER PLATE TO MATCH BEAM BEAM PER PLAN j WEB THICKNESS, EA. SIDE OR C 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.MSINGLE CONN. R1ATE SIDE OR PERPENDICULAR BEAM3/16 FOR THICKNESS & CONNECTION PER (H/A3.8)NO. OF BOLTS, SEE 3/4"x BM. WIDTH BRG. W/ (H/A3.8) FULL DEPTH CONN. PLATE 1 1/2" 3/4"x BM. WIDTH BRG. PLATE W/ (4) 3/4"0 H.S.B. TS C0 BM. GAGEPLATE TYP. i 1i/4 0 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 r.6, COL.UMN BIm,,M ef=L.ICI' �81 T's' COL.UMN m 41 I W/ P�I_PrmNDlcu}.,4R rm,4MING PLOT SCALE: 3/4"=r-0" A5.4 II-Y.-oll a z 0 F a_ w ❑ O z O W W a �a o x F a O z r ESSIOry4 y -4 S L 1 / s O rgrEOF1 f I 5-2-05 n. I I WINDOW SCHEDULE DOOR SCHEDULE U a WINDOW MARK SIZE WINDOW TYPE REMARKS MARK SIZE DOOR TYPE FRAME TYPE I FINISH LABEL REMARKS QI SIDING DWELLING UNITS a a SHEATHING-SEE SECTION DUELLING UNITS,COMMUNITY!CORRIDORS INSULATION I 3'-0"X6'-8"XI 3/4" WOOD SG 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 r 2 10 31-0"X6'-8"XI 3/4" INSUL.MTL. WOOD PAINT NA FULL GL.PATIO DOOR W/1/2"HIGH THRESHOLD MAX Fil WOOD WALL FRAMING B 4'-0"X4'-0" HORIZONTAL SLIDING-VINYL Ica U.38 MINIMUM ''"'3-0Xb-S%3/8 INSUL.MTL. WOOD PAINT NA 6 PANEL SEE FLR PLANS FOR 3 � HEADERS!FRAMING C 3'-0"X4'-0" HORIZONTAL SLIDING-VINYL(TEMPERED) U.38 MINIMUM 4 NOT USED Fil z SHIM SPACE D 3'-0'X4'-0' FIXED-STEEL W/WIRE GLASS W a a V WL TRIM WINDOW FRAME-INSUL.IN VOID 5 NOT USED OVER FLASH. E 5'-0'X4'-0" HORIZONTAL SLIDING-VINYL U.36 MINIMUM V METAL EDGE 6 2'-0"X6'-8'7W 3/8' WOOD HC WOOD PAINT NA BI-FOLD/b PANEL a 1 N r1 CAULK F 5'-m"X3'•b" HORIZONTAL SLIDING-VINYL U.38 MINIMUM ffi T 5'-0'Xb'-8"XI 3/8" WOOD HC WOOD PAINT NA PR 2'-b"WIDE BI•FOLD/6 PANEL VINYL EDGE G 3'-0"513'4" FIXED-VINYL U.38 MINIMUM B NOT USED - En �Z CAULK H 6'-0"X3'-6" FIXED-VINYL U.38 MINIMUM 9 NOT USED td WINDOW HEAD 1 5'-0 X3'-b" FIXED•VINYL U.38 MINIMUM 10 3'-0"Xb'-8"XI 3/8" WOOD HC WOOD PANT NA b PANEL � b�a�3 A6.1 rz^=r-m" II NOT USED 12 4'-0'Xb'-8'XI 3/8" WOOD HC WOOD PAINT NA PAIR BI-PASS/6 PANEL L• NOTE:PROVIDE SAFETY GLASS AT ALL SLIDING PATIO DOORS,STEEL AND GLASS DOORS,AND WINDOWS CLOSE ENOUGH TO A DOOR TO BE REQUIRED BY CODE. DRAWN BY: RSS CHECKED BY: GAM JOB NO: 04.061 PLOT SCALE 1.1/2'P-0' COMMUNITY AREAS m 13<Q b'-0"XV-8'XI 3/4" ALUM. ALUM. FACTORY NA NSUL.STOREFRONT DOOR/IR"HIGH THRESHOLD MAX WINDOW FRAME-INSUL.IN VOID SIDING INSULATION CAULK SHEATHING-SEE SECTION 14 3'-0"X6'-8"XI 3/8' WOOD SC WOOD PAINT 20 MIN b PANEL 3/4"x PANTED WOOD SILL- --INSULATION GYP.BD. CI PAINTED n' - --GYP BD ki�� 3'-0"X6'-8'7(I 3/8' INSUL.MTL. WOOD PAINT NA .I/1"HIGH THRESHOLD MAX WALL D WALL FRAMING WOOD WALL FRAMING VINYL TRIM PAINTED WO.CASING SEE FRAMING PLAN SEE FRAMING PLAN 16 2) 2'-6"X6'-8'XI 3/8' WOOD SC WOOD PANT 20 MIN 6 PANEL FRAMING PLAN OVER FLASH. FOR HEADER5 HEADERS FRAMING SIZE FRAMING SIZE AND IT NOT USED - D SHIM SPACE SPACE F SHIM SPACE IB NOT USED a WOOD WALL FRAMING SHIM SPACE VINYL WOOD Fi2AME-INSL IN VOID SEFLfr R PLANS FOR ovER L TRIM MTL.TRIM 19 3'-0'Xb'-8"X13/4' ALUM. ALUM. FACTORY NA INSUL.STOREFRONT DOOR/IR"HIGH TWIRES14OLD MAX HEADERS!FR4MING MET}RACK A GI(LASHING 9GYP BD CAULK [PAINTED) OINSULATION 1"PAINTED 1/4"ROUND ' 20 3'-0'Xb'-8"XI 3/8" WOOD SC WOOD PAINT 20 MIN. W/12"X 36"SIDELITE TRIM NAILED TO HEADER R WITH 1.3/4 INSULATED STEEL WINDOW FRAMEFEE SECTION E WITH WEATHERSTRIPPING (PAINTED) 21 b'-0"X6'-8"XI 3/4" NSUL.MTL. STEEL PANT 90MIN DOUBLE EGRESS W/1/2"HIGH THRESHOLD MAXSLIDING OR BI-FOLD THRESHOLD(IR"NIGH THRESHOLD W/PANIC HDW.!MAGNETIC AUTO CLOSURE DOORS MAX AT FIRST FLOOR ONLY) 22 3'•m"X6'-8"XI 3/4" INSUL.MTL. STEEL PANT 20 MN. b PANEL 23 NOT USED E3 WINDOW SILL �1 SLIDINfs/51-FOLD DOOR HEAD e 10000 FRAME DOOR HEAD �� INT. WINDOW HEAD A6.1 I-Irz =1'_m" A6.1 I-trz_p_m A6.1 I-v2"=1.0, A6.1 I-Ia"=r-m" ROOM FINISH SCHEDULE ROOM NAME FINISH FLOOR BA5E WALL FINISH CEILNG FINISH DOORS d TRIM REMARKS V1 A SIDING DWELLING UNITS rA IQH-,1 ---GYP BD ----GYP BD SHEATHING-SEE SECTION ENTRY CARPET WOOD PAINTED GYP BD PANTED GYP BD PAINTED D WALL FRAMING D WALL FRAMING —INSULATION SEE FRAMING PLAN SEE FRAMING PLAN ----GYP BD STEEL WINDOW FRAME DINING CART WOOD PANTED GYP BD PAINTED GYP BD PAINTED r, FOR HEADERS FOR HEADERS D WALL FRAMING [PAINTED) PQ SHIM SPACE SHIM SPACE SEE FRAMING PLAN KITCHEN VINYL WOOD PAINTED GYP BD PAINTED GYP BD PAINTED E/4'FRAME W/U2" 5/4"FRAME FOR HEADERS!FRAMING FUZE MTL'TRIMLIVING ROOM CARPET WOOD PAINTED GYP BD PAINTED GYP BD PAINTED$HIM SPACE (PAINTED)cASUrG D caSIFIG viNYL TRIM TEFL FRAME-INSUL.IN volD SHIM SPACEHALL CARPET WOOD PAINTED GYP BD PAINTED GYP BD PAINTED OVER FLASH.DOOR D DOOR-I-3/4^SOL1D CAULK UlOOo WALL FRAMING BATH ROOMS VINYL WOOD PAINTED GYP BD PANTED GYP BD PANTED CORE WITH SMOKE SEAL AND TEL CASING SEE FRAMING PLAN CLOSER OOR WITH 1-3/4"INSULATED FOR HEADERS AND BEDROOM CARPET WOOD PAINTED GYP BD PANTED GYP BD PAINTED CORE WITH WEATHERSTRIPPING FRAMING SIZE AND THRESHOLD(V2"NIGH THRESHOLD GYP.BD. CLOSET CARPET WOOD PAINTED GYP BD PAINTED GYP BD PAINTED DOOR FRAME,6EAL,AND HARDWARE TO MAX AT FIRST FLOOR ONLY) INSULATION CLOSET®HC UNIT VINYL WOOD PAINTED GYP BD PAINTED GYP BD PANTED BE RATED ASSEMBLY. �I UTILITY VNYL WOOD PAINTED GYP BO PAINTED GYP BD PAINTED DOOR HEAD 20-MIN. DOOR HEAD STEEL FRAME DOOR HEAD INT. WINDOW SILL EXTERIOR STORAGE WOOD WOOD PAINTED GYP BD PAINTED GYP BD PAINTED F a+ A6.1 I-v2"=v-m^ A6.1 1-Irz"=I'-O" A6.1 I-in"=1'-0" A6.1 1-Irz^=r-m^ ,.r:..,.,y COMMUNITY AREAS a LOBBY CARPET WOOD SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER AS SPECD,BY COMER Ir4 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 A6 6PECO.BY OWNER 4"CONCPOURED SLAB W1 BE FLASH CONS.26 GA G.I. -SHEATHING 2 LAYERS OF 5/S"GYP.BD. OFFICE CARPET WOOD SEE REMARKS PANTED GYP BD PAINTED WALL PAPER AS SPECD.BY OWNER POURED LEVEL W/ FLASHING SET M CAULK TWICKE AYMENt AND INSULATION BOTH SIDES OF WALL 4"CON[.FLAB SO BE THICKENED G 6" THRESHOLD-MAX Y'BD MECHANICAL VINYL RIBBER SEE REMARKS PANTED GYP BD PAINTED WALL PAPER AS SPECD.BY OWNER POURED LEVEL UN WOOD WALL FRAMING AT SLAB EDGE iLi HEIGHT=I!1" xB BOTTOM PL. UNICKENE TO AND SEE FLOOR PLAN TOILET VINYL RUBBER SEE REMARKS PAINTED GYP BD PANTED WALL PAPER AS 6PEC'D.BY OWNER EXPANSION JS FIN.fLR OVER I/4" THICKENED TO b" WOOD BASE �� UNDERLAYMENT AT SLAB EDGE FOR HEADERS KITCHEN VINYL RUBBER SEE REMARKS PAINTED GYP BD PANTED WALL PAPER AS sPEc'D.BY ouNER •... FESEI LAUNDRY VINYL RUBBER SEE REMARKS PAINTED GYP BD PANTED WALL PAPER A5 SPECD.BY OWNER �O INTERIOR STORAGE VINYL RIBBER SEE REMARKS LOW ' PAINTED GYP BD PANTED WALL PAPER AS SPECD.BY OWNER FLOOR STRUCTURE °•'•:. �\;\.:..... \�%\��/\�//\//\ .`�•' SEE SECTION FLOOR\�\/\�\/\�\\ yam'.' URE ME �TI�01 IN voiF�ME-INSUL. ELEVATOR EQUIPMENT VINYL RUBBER SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER AS SPECD.BY OD ER g��HIGH CONTINUOUS \�\�\� \� '-: 12"HIGH CONTINUOUS STEEL DOOR W/13/4" EXERCISE WOOD SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER AS SPECD.BY OWNERf'! SrATg 0 10P�O. �•.: 26 GA G.I.FLASHING ��//� 26 GA G.I.FLASHING INSULATED CORE WITH SMOKE LIBRARY CARPET WOOD SEE REMARKS PAINTED GYP BD PAINTED WALL PAPER A8 SPECD,87 OWNER COMP FILL �\ '. TO BOTTOM OF SLAB EXPANSION Ji \/ I�'.� TO BOTTOM OF SLAB SEAL AND THRESHOLD(1/2" "4-It"xS"TIE FROM / .•... .:• . NIGH THRESHOLD MAX.) SLAB TO FND.AT /\�e.: COMP FILL \//.'.:•.•IF '. 12"00,.TYR \// .• •4-IT"xB"TIE FROM '_ SLAB TO FIND.AT \/12"OC, P. NOTE: NOTICE: 5-2-05 ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THESE PLANS ARE SHE COPYRIGHTED PROPERTY OF THOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT SECRETARY _ BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN RE RY FOR FAIR _R R HOUSING AND EQUAL OPPORTUNITY PP RTUNITY 2 4 CPR CHA R F'TER I 1 A6. A Q� A FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,1991. THE APPROVAL OFTNOMAS DEVELOPMENT CO.THE REPRODUCTION { p EXT. DOOR 6THRESHOLD (� PLASHING AT PATIO/SLAB PROJECT MUST ALSO MEET THEOF REHABILITATION ACT OF 1993 AS AMENDED AS OR USE THESE PLANS 15 UNAUTHORIZED AND YOU WILL BE ,J SO-MIN. STEEL FAME DOOR HEAD IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND PURSUED TO THE FULLEST EXTENT OF THE LAW A6.1 /2".I'-0" A6J I-I/2"=I'-0" A6,1 rz"=1'-m° IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. p 3 2'6n 14".-FS. - a 12" (�w 9 OPEN OPEN 9 9 SOFFIT SOFFITIT 9 in m CABINET W/ I6" Ibn ,Wh KFANI THRU-DOORS O 18,314"SCREW(FINISH PNL.UNDERSIDE) I/4"M"PLATEMELDED)PL.LAM __,_E=__, PL.LAM. 211 12 1/2" 0 2 12" 1/4'X4"LAG TOP 4 e . LIGHT HOOD a SPLA HE 9 =_;' TOP,EDGE ? RAISED BAR a �, BOTT.INTO BLOCKING Z j M1TRY n y.I SUPPORT 00 00 00 KNEE G S I L. SUPPOR I FRIDGE z s O DR DR BRACE I ie o e RANGE _____,__-- DISH H.C.NOTES dl u m -- - -- � WASHER -------- - _ I.ALL ORAN AND HOT WATER LINES AT THE KITCHEN SW AND AT THE - - BATNROCPI LAV.SHALL BE INSULATED.W/APPROVED SCALD GUARD$ 7.TE OPEN AREA UNDER THE KITHEN SING AND BATH LAV.SHALL BE DRAWN BY: RSS 2-74 Y-0" 2'-0° 3'_0" 2'_bn I".-F TREATED AS A FINISHED AREA-IT SHALL HAVE A FINISHED FLOOR CHECKED BY: GAM !REMOVABLE) !REMOVABLE I8" 24" SINGLE ROD DOUBLE ROD BASE,PAINTED WALL AND CABINET SIDES AS SNOEN. I ^ �{n JOB NO: 04-061 ROD SH�L I YP" 3.ALL CABINET SHELVES AT THE BASE CABINETS SHOIW ON THE HC. I B 1 KITCHEN ELEV'S.SHALL BE ON SHELF GLIDES. PLOT SCALE: 1/2"—V-0" TYPICAL TYPE 'B' KITCHEN eA6 BASS S>"CTION A,_I rz"=1'-m" G ALL CLOSETS " INTECAB TINE F MAN RONT.�BWITGE6A4DgITLETB(FCNOTE$)tOBE CABINET ELEVATIONS MAY BE MIRRORED. NOTES: 5.QTCEN SINK TO HAVE OFFSET DRAM AND LEVER HANDLES AT CONTROLS. ALL CLOSETS TO NAVE MIN 50%DOUBLE RODS. 6.ALL CABINETS AND DRA LERS SHALL HAVE v"SHAPED HARDWARE. Q PROVIDE SINGLE ROD AND SHELF ABOVE ALL WASHERS AND DRYERS. 0 O - a LIGHT LIGHT LIGHT TOWEL RING TOWEL RING LIGHT Q ®54 AFF. 24"TOWEL B 24"TOWEL B 24'TOWEL BAR ®54"AFF. iNDUEL RING 24"TOWEL BAR 14"x20"MEDICINE 14"x20"MEDICINE / TOWEL RING 0 54"AFF. ®54"AFF. CABINET 32"X36" " CABINET 32'7(36" __, --_ �___ PL.LAM I EDGSQUE - ^ PL.LAM. I EDGE - -SQUARE 48"X36" m m 48"X36" TOP,EDGE I MIRROR 9 TOP,EDGE MIRROR PL.LAM. S�'� 9 p �, SQUARE - 4 SPLASH aS TD r------i - EDGE PL.LAM. 1 SPLASH I TOP,EDGE - = = EDGE H/C LAY - � � H/C LAV.-7 � MIRROR --- m m --_'-`--' TOP,EDGE ro L. " i caNR20L6m 4 SPLASH LINEN ------- MIRROR 4 SPLASH - - -------- - - - ------ _ , LINEN O - - -------- - s / \ H/C LAY C=====z3 - 46"SHOWER DR 0 e H/C a H/C �_ a DR j ` •$__=_'_= e - e. WC LAV-INSUL. d, ! ^ m WC LAV-INSUL. 1_3n _ (� rA - HID.!DRAM - V v DR /' \ HW./DRAIN a ra 12" 3'-0" 20II"3 18" 21" .50'. I, 18" IB" I8° 48" 21" 18" �N 1 T 1 � 8 18 16" I6" 213/4" 18" _� '•i (REMOVABLE) (REMOVABLE) 3jn 3j„ 3_3n y_6 5'-6" 3_3n 4'-0 5/8" �'-2 I/8" 5'-3" 2 V-2 3/4" E,y D B,4tH a 1 BED#�OOM TYPE 'B' UNITS BATH a 1 BEDROOM TYPE 'A' UNITS F BATH a 2 BEDROOM TYPE 'B' UNITS � BATH 'a 2 BEDROOM TYPE 'A' UNITS0 NOTE: NOTICE: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF TNOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF AND THE ASSISTANT DEVELOPMENT CO. D ARE PROTECTED BY LAW,THEY MAY NOT ^.n�+� SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN Ot'Y FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,MIN. THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IS 13 AS AMENDED AS OR USE OF THESE PLANS IS LHAUTWORIZED AND YOU WILL BE W IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND PURSUED TO THE FULLEST EXTENT OF THE LAW. IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DECREE a i OF ACCESSIBILITY SHALL BE COMPLIED WITH. PTTA� O 0 OPEN OPEN 9 Q SOFFIT �1 ® PL.LAM. H/C KIT.SINK 2" EM.FAN/ TOP,EDGE - E- _ _-s W/GARB m - LIGHT HOOD W/ ' m =_` RAISED BAR PBFES510 4C 9 WALL SWITCHES 4 5PLA5H 9 DISP v PANTRY oo o0 00 FRIDGE KNEE LO DR DR m BRACE DISH INSUL.N.W. ®O HLN KNE WOFiG AREA SPACE 0 a _0 STARf �OP� t DRAIN SEE WC NOTES FOR SURROUND - .. 24" 5_2_05 19 2'_0n 2'_0" y-�" _. 7,1 I N TYPICAL TYPE 'NA' KITCHEN GAB BASS SI'CTION A7. 1 CABINET ELEVATIONS MAY BE MIRRORED. 2"` a 12" 1, 24" 36" NOTE- x1 Y OPEN � ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER 1 04 - /� LIGHT FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISN. THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1S13 AS AMENDED AS z ==f =' °"•'= c' _"�`""'______"'�-"' ';"'"' °'�_ IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND W a i IN CA LILTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE ❑`\`` ' OF ACCESSIBILITY SHALL BE COMPLIED WITH. GJ g PL.LAM. 0 6 0"X36 MIRROR" N I• TOP,EDGE 2'-0' t SPLASH 9 P.LAM TOP EDGE QI FADE/BACK SPLASH YS YS `-' T�66E PLANS ARE THE COPYRIGHTED PROPERTY OF T140MAS "' 33 3 FRIDGE `3 S N.G.LAV-MSUL DEVELOPMENT GO.AND AIDE PROTECTED BY LAW.THEY MAY NOT '�7� __:u______' _ N.W.t DRAIN BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN �` .. m DR KIT SW '� iO APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION ] 3 OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE y DR W/GARB E LL STEEL SUPPORTS STEEL SUPPORTS FUMED TO THE FULLEST EXTENT OF THE LAW d DISH DISP O ,� 0 36"O.C.MAX a 36"O.C.MAX m DR WASHER 4 DRAIN , i Q. _ Y t AT EA.END t AT EA,END ' <DRAIN OPEN KNEE SPACE U SEE H C.NOTES _ E DR �-HC WOW AREA FOR SURROUND . DRAWN BY: RSS SEE HC NOTES FOR SURROUND CHECKED BY: GAM 12" 24" 66" 30" 4�_6„ I�_6�� J 04- 061 4"BASE PLOT SCALE. 1/2"-1'-O" 11'-2".-V.IF. }N A ICI'TCHEN 'a COMMUNITY AREA, R.R. VANITY a COMMUNITY AREA n 0 z 0 F a I � I o I w- I v -" PROVIDELOM WOOD ® .. ~ I 2'-0" LOCATIONS PER MFRAR CONTINUOUS L io I PAGEt BACK 9 FORMED PLA5 - E REQUIREMENTS(TYPE s u O t —--— - - -- -------------- --- ---------- -------------— -------------- -------------- ------- ----------- ---- —-- — --------- STEEL SUPPORTS STEEL SUPPORTS ®36 O.C.MAX o 36"O.C.MAX 0 t AT EA.END t Ai EA.END = £ E m m NOTES rag I. 5/8"V'GREEN BD.SE14ND SIDE SHOWER-ALL WALLS Il'-3"t Y.IF. 4"BASE SIDE 2. IF SHOWER IS FIBERGLASS, f(—� BLOCKING SHALL COX PLYWOOD ATTATA CHE14E D TO THE BACK OF THE FIBERGLA55 IN A MANNER COUNTERTOP a LAUNDRY AREA rD--\ BLOC<ING TYPE 'BI SHOWER ARCHIOVEDBYT14E Al2 1/2""1'-0° A�2 I/,r-0" d x :4°GRAB 12" 4V BAR �" FOR FUTURE 24" 24" SOLID1�� W PL.GR4B BARS B GRAB 12" yy 1FrT�,1. BAR—\— TOILET PAPER a FtG. p LINE OF HOLDER WIC LAVCAS. Ra ® a ° tl PROVIDE WOOD PROVIDE WOOD O BLOCKING d GRAB BAR BLOCKING®GRAB BAR T°-S• � ��' LOCATIONS PER MFR. LOCATIONS PER MFR REQUIREMENTS(TYP.) REQUIREMENTS(TYPJ IS° 24"GRAB 51DE a -----, BAR FRONT FRONT s —— — — --—-- opES810Nq� e GRAB BARS 6 TYPE 'AIM TOILETS BLOCIGINCx a TYPE IB' TOILETS -------- ---- - -- y "5 LO SHOWER '^ Srgtf 0 \OP�o NOTEg I. 5/8"'W'GREEN BD.BEHIND SIDE H6dD SHOWER-ALL WALLS ..,_... 2. IF SHOWER 15 FIBERGLASS, - 9 5-2-05 BLOCKING SHALL BE 3/4" III CDX PLYWOOD ATTACHED C:RA�B BARS � TYPE 'A' SHowsm TO THE BACK OFT14E FIBER.'"LASS IN A MANNER A 12 I!2"=1'-0" APPROVED BY THE ARCHITECT. A7.2"' a� a _ 0� to 3 i Z e 9 9 Q I CONTINUOUS POST FORMED 2'_0" I a 3 g co m F. io O � '�a FACE 6 BACK SPLASH Z `" ---- N„ W 3 STEEL SUPPORTS STEEL SUPPORTS ®36"O.C.MAX. ®36°O.C.MAX a 4 AT EA END a AT EA.END 6 I :maw DRAWN BY: RSS CHECKED BY: GAM JOB NO: 04-061 4"BASE 4"BASE V.IF. v.IF. PLOT SCALE: 1/2"-1'-0" 8'-10"s 8'-II 5/8"t i= m A CRAFT ROOM rELEVATI®N 0 Ala la"=r-o" z 0 a_ t� w O 9 � O���yyy 1 A� IH F w ® w a o x H a 0 z gSS10 q( O "9 y W L sTgTE OF'OPT A 5-2-05 U� i a� 4'-13" 3z" 4'-1?" OQi a i v LANDING (3)STRINGERS, TYP. W Q L z 2"x6"HARDWD.HANDRAIL F u W/SOLIDBLOCKING AT WALL ANCHORS U ��l�s�p�t(Op1N NOTICE ue THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS IQj W DAL DEVELOPMENT CO.AND AIRE PROTECTED BY LAW.THEY MAY NOT N•• w BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN APPROVAL OF TNOMAS 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 NOT, 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 HOUSNG 4ND EQUAL OPPORTUNITY-24 CPR CHAPTER 1- PLOT SCALE: 1/2"=1"-0" FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISV.THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF*13 AS AMENDED AS } IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(W-AS)AND m IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE A OF ACCESSIBILITY SHALL BE COMPLIED WITH. A8.1 Q O �1 TYP. ST,4II3 WING ANDS o F IL Q 0 j I I ; 2X4 HALF WALL W/HRD.WD. ' = TOP CAP m 42"HIGH HALF WALL W/HARD WD.CAP = /2)1 3/4"xS In" ao _ _ w " LVL V-EADER(TYPJ of I I I (3)STRINGERS, b' TYP. r 1-I/8, I WD. TREADS I'-O" -_� 13/4"x9 I/2" 11" RETURN TOP t NOM Or EA. A WD. LvL HEADER RUN 50TTm OUTSIDE LANDING H = ANDRAILAIL W/SOLID —lot 3 0 � BLOCKING AT WALL U" - WALL 4'-O" 2"xG"HAROWD.HANDRAIL ANCHORS W/SOLID BLOCKING AT I-0 WALL ANCHORS A NRD.U1D. HANDRAIL 1 ANDRAIL W/SOLID 5/8"TYPE'X' 1 3/4"x9 IR" �c 5/5"TYPE XI BLOCKING AT WALL � GYP.BD. ANCHORS LVL LEDGER GYP.BD. _ D O (3)11GE 2 x I /B'L5L STORACsE X4 STOP -0 RETURN T STRINGERS,TYP. BOTTOM v TREADS [ ] �`� RUN-OUT SIC STOF2ACsE = t^el! m WALL .(15)11"TREADS W/ 1/2"NOSING AND 7 (16)EQUAL R15ERS —== (2)I 2° ��. 7 y,4 I R comm. p . 4 mm,4 J// (15)II" LVL HEADER TREADtiS1U/�� -- Q (IS,EQ lAL RISERS — o (3)TOTAL (2)1 3/4"x9 ---- 1114 STAIR STRINGERS, LVL WE 5==== "XII 1/8"L51_ i i O TMP' STRINGERS,TYP. ---- 2X4 STO+' �-i VINYL SIDING I-IR"$Q.6%. PONY WALL ON TOP RAIL GONG FOOTING / PONY WALL ON CONC.FOOTING OFE 51 NA( IR"LAG BOLT 2"SQ WASHER I WELDED TO BOTH ENDS Or DIA. PIPE SPACER STgrE OP�D SOLID BLOCKING 5-2-05 �1 TYP. ST,4IR WINCE ENDS RAIL.INC� 4-m4c IMIENT TO W,4" p STAIR 'a COMMUNITY ARMA A8.I U.z a; a+a NOTE:TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL M THE FORM OF SHOP O p DRAWINGS-DRAWINGS SHALL BE SEALED BY A iETALNWL FASCIA ON METALNNYL FASCIA ON IDAHO LICENSED ENGINEER AND THE DESIGN 2°X4°CONT bI1BFASCIA SHALL MEET ALL LOADING REQUIREMENTS. W"N �.a W SHINGLES A8 N WITH METAL 2"X4"COIN SUB-FASCIA DRIP EDGE ON 12OM SPIN!R41ED F ROOF SMAT14M WITH FLY. NAILING BOIMDRY.TYPICAL NAILING BOINDRY-TPICAL W Q ? CLIPS ON WOOD TRUSSES AT 24"OC NAILING-ROOF,Wd AT 4"OC.AT N41LIW BOJNDRY-TYPICAL EDGE AND 6'OC AT FIELD SOLID BLOCKING-W/VENT AT 6'OL. PRE-FM FULLY VENTED SHINGLES AS SPEC'D WITH METAL SHINGLES AS SFEC'D WITH METAL /cam U�2 Z�ON7 Van METAL SOFFIT(TYPJ DRIP EDGE ON 12°NOM.SPAN RATED DRIP EDGE ON I2•NOM SPAN RATED IF'~�iM ROOF SHEATHING WITH FLY. ROOF SHEATHING WITH PLY. �F < a CLIPS ON WOOD TRUSSES AT 24°OC. CLIPS ON WOOD TRUSSES AT 24" m m OC. PG 3 VEIN PATH NAILING-ROOF:10d AT 4"OC,AT NAILING-ROOF:10d AT 4"OC.AT U EDGE AND 6"OC.AT FELD EDGE AND W OC AT FIELD FC4 Q METALNINYL FASCIA ON SOLID BLOCKING-V T'X4"OUTLOOIgER AT 24'Of, 2"X4°CON7 SIIEFASCIA VENT a 6'OC. - VENT PATH N••XX W METAL fi�li(TYPJED R•38 INSL R-38 INSL LL 3 R-3B INSL (2)LAYERS 5/8"WGYP BD DRAWN BY: RSS (11 LAYERS 5/e°'X'GYP.BD. T FRE-FM.RILLY VENTED MTL .IV'CLIPATEAEND (1)LAYER55/e°'X'G1P.BD. CHECKED BY: GAM COL.CAP,SEE SOFFIT FER SPEC. "H25"CLIP AT EA END OF TRUS °W25"CLIP AT EA END JOB NO: 04-061 DTL.F/ASA OF EA TRUSS OF EA TRUSS 3-VJ"XS-Vd'TREATED P'LAM VINYL TRIM VINYL raM PLOT SCALE: 1/2"=1'-0" -SET END IN WALL DEAM SETIN 1 VINYL SIDING ON VAPOR BARRIER VINYL SIDING ON VAPOR BARRIER PRE-FIN.FULLY VENTED METAL SOFFIT PER SPEC. > ON 5/B"'X'GTP.BD.ON N"CDX ON 50'X'GYP.BD.CN I2'CDX E PLTWD1065 ON 24 STUD b AT 16° FLYWIOSB ON 2x6 STUDS AT I6" VINYL SIDING ON VAPOR BARRIER co OZ.WITH INSUL AS SPEC. OL.WITH INSUL.AS SPEC ON 5/B"W WR BD.ON 12"CDX PLYWD10S5 ON 2116 STUDS AT 16" -N6 9 AB.I iW 4. 0 •� nCm Or-WITH INSUL.AS SPECEW Q BARR'GYP BD G: O U VAPOR ' 5/8'R<'R F ED O:6D WALLBOARD m BARRIER NAILING:6D 4'VA OARD ib i6 5/B°'X'GTP BD ON ID04"VAPOR / I AR2IER NAILING-.bD WALLBOARD m i6 D NAILS AT 4"OL.EDGE AND FIELD NAILS AT 4"OC EDGE AND FIELD NAILS AT d'OC EDGE AND FIELD WALL SHEATHING NAILING:BD AT 8°OC.AT EDGE AND W"AT FIELD WALL AT EDGE NAILING:T FAT WALL SHEATHING NAILING:T F EAT L B"OC AT EDGE AND U"AT FIELD 8"OC AT EDGE Mb @"AT FIELD STRAP 1.1 STUD TO"- SIMPSON STUD TO STUD Z 2'(MIN)LIGHT WEOHT CONC. STRAP C516 X 43"•b'•B"OC. STRAP STUD TO STUD O STRAP"[6 X 43"a 6'•B'O.C. 51RAP YSI6 X 43"a 6'-8°Or- (2) as WV W1 LAYERS WIL.VER 3/d"GYP CONC ON 3/4°TIG PLY/OSB 3/4°GYP CONC ON 3/4•TUG PLY/O60 l) p CATERS Cf b MIL POLY 3/4"GYP CONC ON 3/4"TUG PLY/O50 lh OVER 314°TUG FLUID.SNTG. SUB FLOOR ON 1314"In tJI'S AT SUB FLOOR ON 13/4"X9 12"TJI'S AT 11 11 11 ITILIL lb"Oa NAILING:I0D AT 6"OC 16'OC. NAILRY:10D AT b"OC. SUB FLOOR 011 3/4•X9 N"TJI'S AT � SLOPE I&MM AT EDGE ATb 10"OC AT FIELD Vy,* AT EDGE AND 10°OL,AT FIELD I6°OC. NAILING:10D AT 6'OL. (NO GYP.CONC.AT W.STORAGE) "� Ai EDGE MUD O°OL.AT FIELD NOTE:PROVIDE SOLID BLOCKING NOTE:PROVIDE SOLID BLOCKING C --Mr 26 GA GI.PLA5HMG AT PLYWOOD JOINTS AT 2ND 4 3RD 0 0 nnnn nnnnnrtn�r�rnrmm�• AT PLYWOOD JOINTS AT 2ND 4 3RD0 0 NOTE:PROVIDE SOLID BLOCKING - ` FLOORS ONLY _ _ FLOODS ONLY _ FACT PLYWOOD JOINTS AT DID 4 3RD 0 Z ♦ PRE-FNIWED MR. R-W SOUND INSUL-WFACED ♦ 'SOFFIT OVER Ix4 WRRMG SOJND - D R-II SOUND MSW.-OUTFACED (L LAYERS N"O('GYP.BD.ON HEATED 2'XI0°LEDGER VJ°RESILIENT CHAAEL a 24"OL. V!"RESILIENT CHANNEL•24"Of, (2)LAYERS V!•'X'GYP.BD.ON D VA"RESILIENT CHANNEL•24"OC I 24 b,GI.FLASHING NOTE:ALL INSULATION MATERIALS INCLUDING A9A 3-O°X9-V4°Tf"EATED P'LAM 3°xb°CONTINUOUS - NOTE:ALL INSULATION R B MATERIALS SRE FACINGS,SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, PAPERS,SUCH LE VAPOR BARKERS IL ASSEMER BLIES �y d°X4'JW/4°TS.COLUMN PAPERS INSTALLED WITHIN FL TICS 69IL L 1 ASSEMBLES, NOTE:ALL INSULATION EATER BARRIERS SOR INCLUDING WALLS,CRAWL SPACES OR ATTICS SHALL HAVE A FLAME WALLS,CRAWL G NOT TOR ATTICS SHALL HAVE A FLAME FACERS,SUCH LE VAPOR BARRIERS OR G,ASSE B SPREAD ERATINGXCEED NOT TO EXCEED 15 AND A SMOKE DENSITY SPREAD RATING NOT TO EXCEED 25 AND A SMOKE WITH A 4A WAFERS INSTALLED ESWIT14INORFL TICS SHAM LL 1 AVEEA FLAME _ NOT TO EXCEED 450 WHEN TESTED M ACCORDANCE WITH NOT TO EXCEED 450 WHEN TESTED M ACCORDANCE WITH I'•1 - _ WALLS,CRAM SPACES OR ATTICS SHALL NAVE A FLA°E m ASiM E84 PER IBC.SEC,T191 11192 A6 ASIM E84 FIER IBC SEC.TFi1 11192 SPREAD RATING NOT TO EXCEED 25 AID A SMOKE DENSITY =;R NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH i0-� aU FINISH GRADE FINISH GRADE iW ASTM ES4 PER IBC SEC 11514 TI92 -�' (SLOPE I2"FER FOOT,MINIMUM 6'-V ' FROM WALL) (SLOPE 12'PER FOOT,MINIMIM 610" FROM4"CONC PATIO SLAB-SLOPE HEATED 2"X SILLPLATE W/ TREATED 2°X SILLPLATE W/ TREATED WARD FTy I2"XIO"AB.N S8'OC MAX TREATED 2°X SILLFLAIE UV AWAY V.X20'MM6'-TIE 412•FROM ENDS(W/3A6°X2'X2° Al2"F"AB.a 5(AS-l3MAX' Vt"XI0"ABa48"OC.MAX. i0 FND W/'4 X 20°AT 16.OC SILL PL.WASHERS,TYPO ON 0". 4 D"FROM ENDS,T 3/l6°X 2°X 2" 4 D"PROM ENDS(W/SAS"X 2'X 2" Mb TURN EDGE DUN 8" 26 GAGJ.FLASH-6"UP WALL SILL SEALER(NAIL SHEATHING.TO 2X SILL PL.WASHERS,TYPO ON CONE. SILL PL.WASHERS,TYPI CN CONT. SOUL SEALER(NAIL SHEATHING TO 2X PL.W/eD AT 4"OLJ ,*H'i°`'• H SILL SEALER(NAIL SHEATHRY 70 2X AND 2"NORIZ ON SLAB• FL.W/8D AT 4°OfJ PL W/BD A7 4°OLJ CAl1LK Ai SLAB FINISHED FLOORING ON 3/4°TUG PLY/OSB FINISHED FLOORING ON 3/4'TIG PLY/050 FINISHED FLOORING 3/4°iW PLY/058OPE ,EWB FLOOR ON 13/4X912"iA'S AT SUB FLOOR ON 13/4°X912°"o Ai FINISHED GRADE SLIb'OC.-N4ILRNG:I0d Ai 6°OC. 16°O--MAILRYs 10d AT 6"O I ...:;.•.;. �..:_ y-+. - �IDEOORRYs.ERLATMENT BD.AT ALL N PROLVIDDEE� ERLA SUM FLOOR ON 1314"12•TE A AT 6°OC. I2'PER FOOT MR AT EDGE AND I0"OC AT FIELD AT EDGE A D 10"OC.AT FIELDE AND Oir At FIELD NAILRY:10d PROVIDE N°WDERLAYMENT BD.AT ALL YMENT BD.AT ALL VINYL fL00RMG. R-11 BATT INSULATION _ N Q I -R-II BAIT INSULATION _� R-II BAtt MSWLANON ti ..N 1 F GGG Q SEE ci i OETAIDFORTIC�ONL RJD AND •. -I SEE FOUNDATION F1MJ AND I SEE FOIAIDATION PLAN AND r DETAILS FOR CONC RND AND N FT'G AND THE REINFORCING TC DETAILS FOR CONC fib AND FT'G AND THE REINFORCING „r.. Fi'G AND THE RERFO�I•Ks :f:: ws w W :. a N I _ D06"VAPOR BARRIER ® . ___ri_______ D06"VAPOR BARRIER VAPOR BARRIER _T..• 1 I 6 , --.Sf..... :-..1._,. 1a06 .� L. ..,. ° W '' W .. .4 COMP EARTH W COMP EARTH COMP EARTH a A wALL SECTION a LUALL SECTION o n WALL SECTION 0 NOTE: NOTICE: Z' ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER,PARR VI OF THE THESE PLANS ARE THE COPYRIGHTED FROPERTY OF THOMAS N07ES: DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CD.AND ARE PROTECTED BYLAW.THEY MAY NOT L GYP.CRETE OR ADDITIONAL 3/4°TAG FLY/OSB SWTG SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNRY-24 CPR CHAPTER I• BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN To EXPEND UNDER BATH TUBS.ALL 2ND FLOOR IAlITS. FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,199L THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION 2, AT ALL 1 H AND D 2 MR MI WALLS-GYP BD.SHOWN _ PROJECT I'M ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS OR USE OF THESE PLANS 151AJ 140RIZED AND YOU WILL BE SHALL EXTEND BEHIND TUB AND TUB SW ORDIM. IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(IIFAS)AND PURSUED TO THE FULLEST EXTENT OF THE LAW. iy N CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATESTFSS 10 DEGREE F q< OF ACCESSIBILITY SHALL BE COMPLED WITH. �p h z O srgrf OF P`T 5-2-05 SHRGLES AS SPEC'D WITH METAL DRIP EDGE ON VI"NOM SPAN-RATED y ROOF SHEATHING WITH PLT CLIPS ON TJI RAFTERS AT 24' OL.NAILING-ROOF:10d AT 4" AT EDGE AD 6"Of,AT FIELD I'l"I qz Q 64114GLES AS SFECD WITH METAL SHRGLE5 AS SPEC WITH METAL W A 4'-0'MIN. DRIP EDGE ON 12°NICK SPAT-RACED DRIP EDGE ON N°NCM SPAN-RATED U ROOF SHEATHING WITH PLY ROOF SHEATHING WITH PLY PROTECTS AREA I PROTECTED AREA SHINGLES AS SPEC'D WITH METAL CLIPS NA LI�D�1ES AT AT 4°OL, CLIPS ON WOOD TAUS^E6 AT 24° I !NO OP'G8.IN ROOF) !NO OP'GS.M ROOF) OL.NAILING-ROOF:I0d A14"OL. W F N I,,!ffi DRIP EDGE CN 1/2"NOM.SPAN-RATED Ai EDGE Hl AND 6°OL.AT FIELD AT EDGE AND b°OL.AT FIELD F Z I I 1 ROOF SHEATHING WITH PLY Q Fx CLIPS ON WOOD ROOF; 1TRUSSES AT 44 ^ �i OL.NAILING-ROOF:I0d FIELD 4°OL. AT EDGE AND 6"OL.AT FIELD 7 I2"GTP SMOKE ENCLOSURE N"GYP SMOKE ENCLOSURE A h LL I I (2)LAYERS 5/8°W'GYP BD I EA SIDE OF TRUSS TO ROOF SHTG TO FA ASCAl ID OR DRACORRSTOP T(ACIA)IDOR DR4FT6TOP I I I 1 ' R-38 MSL -38 INSL. R-381NSL DRAWN BY: RSS CHECKED BY: GAM wt, JOB NO: 04-061 PLOT SCALE 1/2"=1'-0" (2)LAYERS 5/8°'X'GYP BD (2)LAYERS 5/8°'X'GYP BD I (2)LAYERS 5/B"X'GYP BD } VINYL SIDING CN VAPOR BARBER 7x4"BLOCK AT AIR SPACE fD (2)LAYERS 5B"'X'GYP BD WW F Q AND F 5/8"'X'GYP BD-N41LING: B/B"Ix,GYP BD-N4ILING: ! (2)LAYERS 5/e" GYP BD EA BIDE 6d WALLBOARD NAILS AT i NAILING.bd WALLLBOARD NAILS At 4"O.C.AT EDGE AND FIELD 6d WALLBOARD AT 4°O.C.AT EDGE AND FUSED 4°Or-AT EDGE A AND FIELD -1a 2'*b STUDS AT 16"OL.WITH Q4.STUDS AT AT O.C.WITH _ FIE BLOCKING b I0'-0"WITH IS- 2%(6°STUDS AT 16"OL.WI1H �cp BLOCKING A AT 10.0"OL. M1IA MAX-HORIZ AND VERY r Z FIRE BLOCKING AT b"CO. 9 MAX-HORIZ AND YERf - 0 ip MAX-NORIZ AD VERT ' R-IS BATT INSULATION R-11 SOUND INSULATION 'B 3"MINERAL FIBER K%L. OF WALL-TO-FLOOR NAILINS. —AIRSPACE-TYPICAL 20 OR 25 PCP,IN STUD SPACE d 10d AT 4"OL. RESILIENT CHAMEL6.24"OL. I WALL-TO-FLOOR AT 4 NAILING: ry10dlod AT 4,ROOK NAILING: Q 1 3/4"GYP CONC ON 3/4°i/G PLY/068 3/4"GYP CONC ON 3/4"TUG PL7/OSB I0d AT 4°OL. 60 FLOOR ON 13/4"4'TJI'S AT SUB FLOOR ON 13/4"X912°iJl'8 At 3/4"GYP CONC ON 3/4'Tr.F'LY/OSB 81UB FLOOR ON 13/4"XS 12"TJI'S AT Ib"OL. NAILING:bd AT b'OL. I6"OL. NAILING:bd AT 6^Of- 16°OL. NAILING:10d AT 6°OL. AT EDGE AND TO"=AT FIELD AT EDGE AND 10"Or-AT FIELD AT EDGE AND 10"Or-AT FIELD O : „iIw (1)SOLID BLOCKNG EA WALL ". .' . .. •�rY (2)SOLID BLOCKING EA WALL :+tl1 (1)SOLID BLOCKING EA WALL 9 R-II SOW MSL-IAFACED 9 R-11801ND MSL-WFACED 50 Y R-R 901AID INSL-IAFACED NOTE:PROVIDE SOLID IBLK'S AT PLYW - NOTE:PROVIDE SOLID BLK'3 AT POW - NOTE:PROVIDE SOLID BLOCKING AT PL7W0 O JOINTS AT 2ND!3R7 FLOORS ONLY JOINTS AT 2ND l 3RD FLOORS ONLY - JOINTS AT 2ND!3R7 FLOORS ONLY r r (2)LAYERS M"W GYP.BD.ON (2)LAYERS 1/2"X'GYP.BD.ON (2)LAYERS 1/2"'A'GYP.BD.ON Q I2^RESILIENT CHAMHEL•24"OL. 1/2"MOILI134T CHANNEL•24"CO. 12°RESILIENT C14ANMEL•24°or. q MARFACTUE'b Z-CLIP MANFACIUE'S Z-CLIP a TO SECURE ROCK WOOL(TYP) TO SECURE ROCK WOOL(TYPJ PER FIRE WALL ASSEMBLY NOTE:ALL INSULATION MATERIALS INCLUDRG PER LEOSSE CHAPTER 1,TABLE NOTE:ALL INSULATION MATERIALS SNCLUDRG NOTE:ALL HAS VAPOR R B MATERIALS SO R BREATHER 1B,ASSEMBLY M-15 AND FACINGS,SUCH NSTA L VAPOR BARRIERS OR BREATHER FACINGS,SUCH LE VAPOR BARRIERS OR BREATHER FA PAPERS SUCH LE VAPOR BARRIERS OR BREATHER —� n'vao PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, :ry7 PAPERS INSTALLED WItHMPLOOR-CEILING ASSEMBLIES, GS:I - GYPSUM ASSOCIATION!GA) WALLS,CRAWL SPACES OR ATTICS SHALL HAVE A FLAME ^1� PAPERb INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, WALLS,CRAWL SPACES OR ATTICS SHALL HAVE A FLAME '7,DWI -R' FILE NO.U1P 3B20 SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY _TUG Tp SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY =ko ip SPREAD RATING NOT TO EXCEED 7 AND A SMOKE DENSITY �I NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH NOT TO EXCEED 450 WHEN TESTED M ACCORDANCE WITH I''Fjy.I TB ASTM E84 PER IBL.6EC.1BI!1B1 ASTM E84 PER IBC SEC.1161/TI92 i0 AbTM E84 PER IBL SEC.1161 41152 ;',,✓'• AIR SPACE-TYPICAL AIR SPACE-TYPICAL WALL TO FLOOR NAILING (2)2X6 TOP PLATE WALL TO FLOOR NAILING FM FLOORING ON 3/4"TUG PL7/OSB FM FLOORING ON 3/4"74G PLY/OSB FM FLOORING ON 3/4'TIG PLY/OSB lnlil! SUB FLOOR ON 1314"0'TOO AT SUB FLOOR ON 13/4"XS I2°TAS AT SUB FLOOR ON 13/4'X912"TJI'6 AT YLt,,i�N 16"or--NAILNG:10d AT 6°Or- Ib"OL.-NAILING:10d AT 6°O.C. Ib°OL.-NALING:10d AT 6°OL. 0 AT EDGE AND 10'O.C.AT FIELD. AT EDGE AND 10'OL.AT FIELD. AT EDGE AND 10'CIO.AT FIELD. PROVIDE 12°UNDER.AYMENT BD. PROVIDE 12"UNDER.AYMENT BD. PROVIDE 12"UNDER.AYMENT BD. AT ALL VINYL FLOOR AREAS AT ALL VINYL FLOOR AREAS AT ALL VINYL FLOOR AREASy R-11 BAR.INSUL. R-II BATi,INSUL. R-11 BATT.INSUL. D d 2rb STUDS a 16"oL. d / � T Q 4 (2)2.4 TOP PLATE Q O 0 (2)LAYERS 5/e"TYPE X w l2)2rb i0P PLATE 2.4 STUDS a 16"O C. O 2xb STUDS•IS"O.C. W GYP.BD.EA SUDS B TREATED 2W SILL.PL. ([ 12"GYP.BD.DRAFTSTOP a 12"GYP.BD.DRAFTSTOP I 0 W E! W/I2"DIA AB.•48" w SOME LOCATIONS,SEE FND.PLAN �j OL.fl"EMS!DJ W/ fiEATED 2x6 SILL PL. w Lu TREATED 2rb SILL PL a 3/16"X 2"X 2"BILL N W/UZ°014 AB.•48° W/.(DIA EMBED) I•..• �.WA6EE,T1P• OL.(7"EMBED)W/ 3A6 CI•EMBED)UI/ ..a.".: 3A6°X2"X2°61LL .:@'.n'." R"W•.: 3I6°X2°X2"SILL •T:HI; :14�{. ::t$':_W;_'.� FL,WA6HEfd,1TP. ���'•YI...:: PL.UTASHERS,TTP. 3-•4 BAR CONT' ID06"VAPOR BARRIER 2•M BAR CONi.TION C2-�HL pIS) � � � S � ION ID "VAPOR BARRIER 2 •4 BAR CENT. •� 0"VAPOR BARRIER COMP EARN COMP EARTH COMP EARTHLUA" S=CA WMALL 'Z A92 rz°=R-O" A92 v2^=r-m^ A92 1/2°=I'-m" 2 HOUR PARTY UWLL \ I HOUR PARTY WALL I HOAR PARTY WALL .. NOTES: NOTES: 1.1 HOUR CONSTRICTION TO BE CONTINUOUS THROUGH ALL NOTE-. NOTFB: ENCLOSED SAVE OVER HAGS. ALL CONSTRICTION MUST COMPLY WITH THE'FEDERAL EGISTER',PARR A OF TW LENCW75ED NSTRICEAVEVEI R HANGS.ON TOCONTNUOU4 THROUGH ALL L GTP CRETE TO EXTEND UNDER BATH TUBS f DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT •ALL 2ND!3RD FLOOR UNITS. h9 2.FIRE DAMPERS ARE EO'D.AT ALL DUCt PENETRATIONS SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- 2.FIE DAMPERS ARE REO'D.AT ALL DUCT PENETRATIONS 2.AT ALL IHR AND 2HR FIRE WALLS- �(! �iY OF THE I-HOUR OCCUPANCY SEPARAtI0N5. FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED UED.MARCH b,ISSN.THE OF THE I-HOUR OCCUPANCY SEPARATIONS. GYP BOARD BHOLLN SHALL EXTEND 3.VERT.FIRE BLOCKING IS REQUIRED AT A MAX 10'-0" j ( 3.VERY.FIE BLOCKING 15 EORIIED AT A MAX 10'-0" PROJECT MUST ALSO MEET THEHABILITAtION ACT OF IST3 A6 AMENDED AS - BEHIND TUB AND TUB SURROUND. 1l/J� OL.AT AIR SPACE 51111 N ALL DOUBLE WALLS, IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFA$)AND OG AT AIR SPACE BETWEEN ALL DOUBLE WALLS. O 4.THE B MAX FLAME-SPREAD CLAN OF WALL!CEILING IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE q,THE MAX FLAME-bFEAp CLASS OF WALL l CEILING \A) FINISH MAT.AE EOUIED TO COMPLY WITH IBL. OF ACCESSIBILITY SHALL BE COMPLIED Wlhl. FINISH MAT.ARE REQUIRED TO COMPLY WITH IBC. / lgTF IDP� V SEC.603 4 TABLE 8035. SEC,903 1 TABLE BOSS. j I/ 5-2-05 a , ti i O �a w N i 12 S DRAWN BY: RSS CHECKED BY: GAM ' JOB NO: 04-061 PLOT SCALE: 1/2"=V-0" r----------- - -------------- --------i � I � I O a I I I I I I ___ T.O.W. ----------- I --- Z t R-38 BATT INSULATION �i (2)LAYERS OF 5/8" 0 TYPE'X'GYP.BD. = w � m ^ io n 42"NIGH FRAMED a WALL W/Ix CAP d I w !-$BABY CORRID T3/4'4G OR ,GYP GONG 3/4"PLY SB SUB-FLOOR 2"xb"BREADLOAF ON B-FLOOR F ON I-3/4"x9-IR STYLE HANDRAIL"TJI'9-SEE FLOOR PLANE FOR TYP. — JOIST SPACING 2ND.FLR r P4 ______________ _______ — IFFIa TA.W. 0 ————————————————————————————— WBx21 STL.GIRDER BM. (2)LAYERS OF 1/2" "1 W/IM'THREADED STUDS TYPE'X'GYP.BD. ON TOP®48"O.C.MIN,t OVER RC-I CHANNEL ❑ a 2x P TLATE YP.AT FLOOR-CEILING ASSEMBLY 2xb STUDS m Ir."O.C. W ❑ � W a w o 9FFIGE CORRIDO LOUNGE D 0 3/4"GYP CONC ON 3/4" Z TtG PLY/08B SUB-FLOOR d ON I-3/4"xS-i/!"TJI'S-SEE FLOOR PLANS FOR TYP. owl w w,e w w w w ,e JOIST SPACING ,�w w .m, ❑ ;? itt CRAWLSPACE .::M 7....> a rgTF OF�P� e ��wwww� �wwwwwA e�ew wwn�"' 5-2-05 A G H J G J A29 A23 A23 1 A I:3UIL-DING eRCTION 'S C01'°MUNIT-1- AMMA U� IR"GYP SMOKE ENCLOSURE �1 a SEE ATTIC DRARSTOP I I PLANS FOR LOCATIONS ^F 1 11 1A WELDED TUBE PER 1BC.SECTION ma I!r� STEEL Gt1A RAIL ASSEMBLY ��0/// 3 W/1 1/Z"DIA. ALLUSTERS 2"(MIN.)LIGHT WEIGHT CONC. m 5 O.C. W/UI6x6-1.4/IA WWIP.OVER l (2)LAYERS OF b MIL.POLY I OVER 3/4"T4G PLYWD SLIT& 4 WELD PLATE (®STEEL GUARDRAIL) QZ U Q 8 2 .050"THICK ALUM.PERIMETER ' 1 4 3 z MOLDING,"NF 13110 BY vWWW/� �1 III�{011 'NON-FERROUS EXTRUSIONS' A NOTE:MITRE AND WELD ALL V V CORNERS AND GRIND R-38 MSL. ASSEMBLY 5 sMooiu. OI I-HR RATED FLOOR/CEILING OR /4" ------------------------------- I 2*BOTTOM CHORD ROOF/CEILING ASS'Y. fi ' O I-HR RATED WALL CONSTRUCTION I I C JOIST HANGER TYP.'SIMPSON-JB210' _ (2)LAYERS 5/S°'x'GYP BD O I-HR RATED FLOOR/CEILING A55'Y. O DRAWN BY: RSS O 1-114"Th.LSL RIM BOARD - 2xi0 JOISTS®16"O.G. CHECKED BY: GAM JOB NO: 04-061 60-MUJ.ABB Y.RATING PER CANNLG 510; 0 SOW X,GYP BD-NAILING: + PLOT SCALE: 3/4"=1'-O" Ix4 FURRING a 30"O.C. 6"WALLBOARD NIL FIELD 1 AND ASTM E-119 BY INTERTEK TESTING SVC. FOR INSTALLATION OF SOFFIT MATERIAL _ - 2"56"67UDS AT N"OC WITH } FIRE BLOCKING AT 10'-0"OC fD M35A"XS O-UHNOD BA ATI DM V4EULR. T RIRr R,4—Irmo qSSFinal-p/ 3/4"=I.-m" F'12E-FINI5HED lod AT O-FLOOR NAILING: 10d METAL SOFFIT AT 6°O.C. 3/4"GTP CONC O4 3/4"T46 PLY/065 3 I/d"x I/4"P'L BM, SUB FLOOR ON 13/4"W.TJI'S AT W/CONY..2x4 NAILER IS'O.C. NAILING:10d AT 6"Or- (WRAPPED IN PRE-FIN.METAL) AT EDGE AND 10"OL,AT FIELD G. a 4x4x1/4"T.S.COLUMN,BEYOND C SOLID BLOCKING EA WALL R-II 80UN0 INSL-WFACED I O I NOTE:PROVIDE SOLID BLOCKING AT FLYWD I �+ ^ }^� /� u� 7/ EDGE +T�/��+ JOINTS AT 2ND 4 3RD FLOORS ONLY Q Y 1-ASHING DMTAIL. 'a DEC < EOGI� (2)LA7ERS IR"'X'GYP.BD.O( L 1/A"RESILIENT CHMUJEL 1 2 FACINGS, ASLL INSULATION VAPOR BARRRIERSC 9 SUCHSUCH OR BREATHER MW PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, 1 WALLS,CRAWL SPACES OR ATTICS SHALL HAVE A FLAME SPREAD RATING NOT i0 EXCEED 25 AND A SMOKE DENSITY T q PARALLEL WALL NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH �rl � ASTM E54 PER IBC.SEC,119J 41W a O TWO LAYERS 5/S"TYPE'X' WALL TO FLOOR NAILING GYPSUM BOARD 4" 4° L. II' FIN FLOORING ON 3/4"T*FLY/OSB Or- 6-QC.-NAILING:Od A O 2x4 MINIMUM STUDS AT Me AND 10"SUS FLOOR ON I 30L. FIELD.LIPTAS AT IS'O r , GSI I I 5/8"DIA.HOLES I I I/J" 1�O YJI JOISTS C i APROVE 1/2�T ALLL VINYL FLOOR AREAST O TWO LAYERS 112"TYPE'X' GYPSUM BOARD i i R-II BAtt.MSUL. O CONTINUOUS 5/S"TYPE'X'GYPSUM - BOARD IN WEB AREA OF RIM JOIST O CONTINUOUS TA RIM JOIST R I BM.HANGER c (2)US TOP PLATE ATE I 2x6 STUDS.IS-OC. O I-HR FLOOR/CEILMG SYSTEM 4"x4"xl/4" I IF REQUIRED TL.COL. I �__-_--- _-- 1/2"GYP.BD.DRAFTSTOP —in"GYP.BD.DRARSTOP _ I S I I US � DA AB.1a 2-HOUR WALL SEPARATION(FROM OCCUPANT ' I I W/I/t'" S"ID E) PER GANNLC$101 AND ASTM E-119 A9.4 I-Irz"=r-m' I OC.,..SAS, EMBED )W/ x2" L E�_ o�"VAPOR BARRIER RIPFIP� �T / ��aPBL1' E3M. HANGmm 2No/.M_0 F R. DEC 04T1'P. CORRIDOR SACT[ON CO9PEAerH 2"=1'-0" LYE r, O U T� by I HOUR PARTY WALL IR BM.WIDTH+I/B" E"R I NOTES: AL NOTE.- 0 I C ALL CONSTRICTION MUST COMPLY WITH THE FEDERAL REGISTER',PART N OF THE L�LOSED EAV�E o 1VER HA�CONiRLLO14 THROUGH ALL COL.STL. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT . .. " COL.CAP SECRETARY FOR FAIR 14g15MG AND EQUAL OPPORTUNITY-24 CfR CHAPTER I- 2.FIRE DAMPERS ARE REO'D.AT ALL DUCT PENETRATIONS O FINAL FAIR 14OUSMG ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,IBSL THE OF THE I-HOUR OCCUPANCY SEPARATIONS M e PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IST3 AS AMENDED AS 3.VERT.FIFE BLOCKING 15 REQUIRED AT A MAX:10'-0" - p w IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(IPAS)AND D,C,AT AIR SPACE BETWEEN ALL DOUBLE WALLS. INCASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF THE MAX FLAME-SPREAD CLASS of WALL(CEILING 3 2 OF ACCESSIBILITY 8HALL BE COMPLIED WITH. SSSIG,y- FINISH MAT.ATE REQUITED TO COMPLY WITH IBC. MB ( I ASSELY B SEC 503 1 TABLE 5035. 9 INOTICE: y� 9ny THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT CO. .O 4804 LONGUE-AND-GROOVE SPAN i AND ARE PROTECTED BY LAW.THEY MAY NOT BE USED,COPIED CR MODIFIED RACED SHEATHING(EXPOSURE U WITHOUT THE PRIOR WRITTEN APPROVAL OF THOMAS DEVELOPMENT CO.THE I I I REPRODUCTIGN OR USE OF THESE PLANS 16 MT14ORIZED AND YOU WILL BE O TWO LAYERS 1/2"THICK TYPE'X' i i i PURSUED TO THE FULLEST EXTENT OF THE LAW. sl GYPSUM BOARD OVER In- i I RESILIENT CHANNEL 4"x4"A/4" I ATE' lOP 1 i STL.COL. I I i 3O. TJI JOIST OR OPEN-WEB TRUSS OOPTIONAL 3-1/4"THICK GLASS FIBER BATT INSULATION(NOT SHOWN) i i i II 5-2-05 60-MIN.ASS'Y.RATING PER NER-148, id NER-200 AND UL DESIGN NO,L518 LA— FIRM RATED ASSIMBLY F COLUMN CAP DEC< PR00PAl A94 3/4""I'-0" A9.4 u I"WATER LINE UP I"WATER LINE UP I"WATER LINE UP V FROM CRAWLSPACE FROM CRAWLSPACE FROM CRAWLSPACE W/SHUT-OFF VALVE W/SHUT-OFF VALVE W/SHUT-OFF VALVE R+I P-II P-II V 3/4" 3/4" I-BR UNIT 3/ W TYPE 'A' 2-BR UNIT I-BR UNIT I-BR UNIT I-BR UNIT 2-BR UNIT TYPE'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' w Mil 2"BLDG.WATER ° 3 J� N LINE FROM MAIN a U Z I _ WATER SUPPLY 2 VIR w VTR 1" �Lll l1r.-I-11 ® "WASTE FROM 2"WASTE "WATTE FROM "WASTE FROM "WASTE FROM 2"UTASTE °WASTE f Ill 6ASTE F�M •WASTE FROM ..'. ".. FLOOR ABO LOOR ABOVE FLOOR ABOVE FLOOR A_a7r1VE 2"WASTE OOR ABOVE FLOOR ABO OOR ABOVE FLOOR ABO \ OOR ABOVE FLOOR ABO LPRI .. ..... ® ®4 TE FROM �- L_ 6"CA DRAWN BY: RSS ., —- _ .._4"CA. — 4"WASTE FLOOR ABOVE 4" 2"VTR 2"VTR 2"VTR 2"VTR FLOOR ABOVE CHECKED BY: LWS 4"WASTE FROM 4„ 4"WASTE FROM 2"ViR Y'VTR "WASTE FROM 4„ 4"WASTE FROM 4"WASTE FROM 6" JOB NO: 04-061 FLOG ABOVE FLOOR ABOVE _ _ _ FLOOR ABOVE FLOOR ABOVE 2„V(R 2��VTR FLOOR ABOVE 4„ _ FLOOR ABOVE _. _ - PL - - - — - { - -- ® TFLOW TO MAIN OT SCALE: 1/8„ 1, 0., i iJ 00 Oo �j o0 Oo 00 Oo I I/ 2" ASTE FROM __ \ \ RLINE m \ 2" OOR ABOVE I I\ FLOOR AS ®2"WASTE2"VTR 4"C.O.Tf, i uu .xa 1 i i uu 'na i �i ow i i Q 2"YtR 2„ e i i m 'VTR 2„ e � w VFR 2„� 2"WASTE FROM 2"WASTE FROM 2"WASTE FROM 2-BR UNIT FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE FLOORABOVE -- -- 3/4• .TYPE 'A' 1-513 UNIT I-BR UNIT 1-15R UNIT 1-13R UNIT 2-BR UNIT TYPE 'B' 3/4„ TYPE 'B' TYPE 'A' 3/4„ TYPE 'B' TYPE'B' 3/„ 0 „ "VTR I.WA R LINE UP I"WA R LINE UP I"W TER LINE UP fF:OM CRAUILSPA E w+ FR CRAWLSPA E .w ROM CRAW-SPATE 0 NOTE_ ALL CONSTRUCTION MUST COMPLY WITH THE FEDERAL REGISTER',PART A OF THE A P i RST 1'I 00P, PLUM51Na PLAN (LMT UJ ING•) DEPARTMEt11 OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT A SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- AI0.1 8"=I'-0" FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISN.THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1S13 AS N"IENDED AS IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAE)AND P WATER LINE UP I"WATER LINE UP I"WATER LINE UP IN CASE OF COtffLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE FROM CRAWLSPACE FROM CRAWLSPACE FROM CRAWLSPACE OF ACCESSIBILITY SHALL BE COMPLIED WITH. W/SHUT-OFF VALVE W/SHUT-OFF VALVE W/SHUT-OFF VALVE uw NOTES: SEE SHEETS AI03,AI0.4,AI05 AND AIOb FOR ENLARGED UNIT 1 COMM.WING VTR „VIR PLUMBING PLANS.Tt�� � r,o' ["1 NOTICE. THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS 4" 3/4" 3/4" 3/4" DEVELOPMENT OPMENT E.O.AND ARE PROTECTED BY LAW THEY MAY N07 � �„, 2-BR UNIT R 1-BR UNIT 1-B UNIT I-BR UNIT BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN ►r ice, 1-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 TO THE FULLEST EXTENT OF THE LAW. I-IR" I-I/2° 2" — I-I!2" ,�„�,y�LINE FROM MAIN F\u- -- I-I/J" WATER SUPPLY f-'G'' 2° 2°VTR _� �� "' i i VTR �_ p" i VTR � P"VTR GTa 4" I �i. i. .ice, i -- \ WASTE ��WASTE FROM 4"CA.TG. 'WASTE FROM 2"WASTE FR "WASTE FROM "WASTE FROM "WASTE FROM 2"WASTE F a FLOOR ABO FLOOR ABOVE F I,OORTA50VE FLOOR ® I O r LOOR ABOVE FLOOR AB FLOOR ASO LOOR ABOVE f OOR ABOVE FLOOR ABO 2"VTR a 00 Oo - ...-- - --- 4"WASTE FROM — � L _- 1 FLOOR ABOVE 2'VTR 2'VTR 2"VTR 2'VTR 4„CA. 4° FLOOR ABOVE N 6u 4"WASTE FROM 4"WASTE FROM F�1 4" 4" 2"VIR 2'VTR 4"WASTE FROM 4„ 4"WASTE FROM 2„VTR 2"VFR 4"WASTE FROM 4"WASTE FROM FLU A FLOOR ABOVE L _ FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE 4„ OUTFLOW TO MAN _ ao. s.o - _- -— - -- - .0.0 - -- --_. - -- - _- FL --- - -- Z SEWER LINE -- - o O O o ® - ® ® -- - -- O O 00 �I o0 00 Oo i �� � � . \ ¢\0 4"WASTE OOR A VE / FLOOR ABO ® .2'.VTR i i i i i i om f. r. i i FE6SI0 � 3tAIR Po NA! ' 2"WASTE FROM 2"UTASTE FROM 2"WASTE FROM 2"WASTE FROM LOW y 2-BR UNIT FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE FLOOR ABOVE 2-BR UNIT y TYPE 'A' I-BR UNIT I- N t 1- TYPE 'B' 1 BR U I BR UNIT I-BR UNIT E O � 4" TYPE 'B' 3/4" TYPE 'B' TYPE 'A' 3/4" TYPE 'B' 3/a" / STg1 Pao 6 10 P II P-II 5-2-05 2"VtR 2"VTR I"WATER L UP I"WATER LI UP I"WATER L UP FROM CRA 5PA E ; CRA SPA E FROM CRAWLSPA E A w B FIRST PLOOR RLUM51NCa PLAN (RIGHT UJING) P WATER LINE UP I"WATER LINE UP - I"WATER LINE UP U -ERCf1 GRAWLSPACI=- ----- -ESOM CRAWLSPACE-- -FROtl CRAWLSPACE_- r W/SHUT-OFF VALVE r W/SHUT-OFF VALVE r---------- � I W/SHUT-OFF VALVE I I I 061 I II Q2 2" L-----------J TieL-----------J -r------------J ----------- n �(-'I w] W I a I r W an a I 2-BR UNIT I-BR UNIT i-BR UNIT I-BR UNIT 1-5R UNIT 2-5R UNIT °I Q�H I TYPE 'B' TYPE 'B' TYPE E,' TYPE'B' TYPE 'B. TYPE'B' I w a -- -- a � VTR -- - p" 'VTR -- -- 2"� I Q V V • - - - - I ow .i .T oy P • .pow o P om i• •i i i oy P o -1-- —p p= W ZOA I • "WASTE FROM 2"WASTE "WASTE FROM "WASTE FROM "WASTE FROM "WASTE FROM • i N m a 3 y'yTR ® °WASTE FROM T'WASTE , v WASTE FROM 2"WASTE F i OOR BELOW FLOOR BEL FLOOR BEL LOOR BELOW FLOOR BELOW LOOR BELOW i OOR BELOW FLOOR BE OOR BELOW FLOOR BEL ,2"VTR , I _ O-a 0 0 ® ® °O oo 4""WASTE -- - - _ ---- =J._..- - DRAWN BY:..,RSS ....... FLOOR 5ptgW 1"VTR 2"VTR 2"VTR 2"VTR F4 BELT O I CHECKED BY: LWS I 4"WASTE FF�7M 4"WASTE FROM 2"VTR 2"VTR 4"WASTE FROM d"WASTE FROM 2"VTR 2"VIR 4"WASTE FROM 4'UUtAbTE FROM JOB NO. 04-061 FLOOR BELOW - - - - FLOOR BELOW FLOOR BELOW - - - - FLOOR BELOW _ _ FLOOR BELOW I PLOT SCALE: 1/8"=1'-0" ® ® -- - L— i i 00 0o ASTE O 00 00 00 0o i i i ---- - -- T E 2"WASTE FR M I ® OOR BELOW FLOOR BEL ® i 2 VTR i I 2"VTR 2y -- -- 2' -- - - -- I VTR 2'VTR I -- -- 2"WASTE FROM i a 2"WASTE PFROM 2"WASTE FROM ' 8 . FLOOR BELOW FLOOR BELOW FLOOR BELOW ' a Y"WASTE FROM I 2-BR UNIT FLOOR BELOWLy - I TYPE 'B' -BR UNIT 1-BR UNIT I-BR UNIT 1-5R UNIT 2-BR UNIT O TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I I I I I I o I I I I L---- ' g I 'VTR-, I 'vTR I I "VTR I I"WA R LINE UP I I"WA R LINE UP I I I"W TER LINE UP I ry ;9 FROM CRAWLSPA E I CRAWLSPA E CRAWLSPA I I FROM E I yw e l L------------- -J L---------------------J L---------------------J O NOTE: SECOND p�.� I I I�,ef /� I S,+ .p. WING) I /. ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART A OF THE SECOND PLOOR PLU I B IN� PI—AN (( rAP I W ING) DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT s S A SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 OR CHAPTER I- (�� A102 I/8 I'-0° FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSI.THE r a PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1913 AS AMENDED AS IMPLEMENTED BY THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND P WATER LINE UP I"WATER LINE UP I"WATER LINE UP IN CASE OF COtgLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE -H2IX'1-CRAwLSPACE ----------- tRfd"LGRAWLSPAGE ----------- __�yRAWLSLACE OF ACCESSIBILITY SHALL BE COMPLIED WITH. W/"T-OFF VALVE i W/SHUT-OFF VALVE i WU SHUT-OFF VALVE ----------- yw I I I I Nis: q SEE SHEETS A103,A10.4,AI05 AND A10b FOR ENLARGED UNIT<COMM.WING I I VTR I v R I "VIR PLUMBING PLANS. ---J L-----------J L-----------J Q ri NOTICE: I THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT 2-$R UNIT I-BR UNIT I-BR UNIT I-BR UNIT I-BR UNIT 2-BR UNIT BE USED,COPIED OR MODIFIED WRNWT THE PRIOR WRITTEN APPROVAL OF OMADEVELOPMENT CO.THE REPRODUCTION TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE IV TYPE 'B' I OR USE OF THESEHESE PLANS IS UNAUTHORIZED AND YOU WILL BE 4 I PURSUED TO THE FULLEST MEW OF THE LAW. T 2" VTR -- -- yn P - - - - VTR —— _ _ -- 2" R I W WASTE FROM 2"WASTE "WASTE FROM "W "WASTE FROM "WASTE FROM I I a WASTE FROM T'WASTE E FLOOR BELOW OCR BELOW ® I•a 2"VTR ® "WASTE FROM 2•WASTE F i i F OOR BELOW FLOOR BEL I FLOOR BEL F OOR BELOW FLOOR BELO 2"VTR ' i LOOR BELOW 0 0 o FLOOR BELOW LOOK BELOW 00 0 L----- � V L WASTE FROM F 4"WASTE FROM 1 I LooR B€rQ,w r'VTR z"VTR r'vrR 2^vrR I Fri FLU BELOW 4"WASTB ELOW 4"WASTE FROM W 2��yTR 2"VTR 4"WASTE FROM W 4"WASTE FROM W 2.v� 2"VTR 4"WASTE FROM 4"'UUA�aTE FRg1 FLODR BELOW FLOOR BELOW - - - FLOOR BELOW FLOOR BELOW - - - - FLOOR BELOW O I a ® ® FLOOR BELOW ou o0 0o i ® ® - - 00 Do ® 2" ASTE FROMI I 2"VfR F OOR BELOW FLOOR BEL ® 2"VTR I STAIR QPpFESS Nq( -- _ 1"WASTE FROM o • �OGRTB FROM ELOW FLOOR BELOW F o ' •F 2"WASTE FROM 2 z vrR 2-BR UNIT FLOOR BELOW FLOOR BELOW TYPE 'B' 1-5R UNIT i-BR UNIT 1-5R UNIT 1-5R UNIT 2-BR UNIT 1^ _ I TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I sr To qlf I I i O \OP I I I I I I L———————————— 5-2-05 I z"VTR I I a^vrR I I 2 I P WATER L UP I"WATER LI UP I I V WATER LI UP FROM CRAWLSP E I FROM CRAWL P I I FROM CRAWLS PA E I I L-------- ---------J L---- --- --_------J L----------- - t MU.2�B1 S D?mGONO FLOOR PLUMBING' PLAN (RIGHT WINS) - --------J A102 va"=r-m" 6"FIRE SERVICE r , LINE FROM MAIN WATER SUPPLY Y"BLDG.WA a LINE F PPL - P-n FIRE KMHEN MEGH � I 1"BLDG.WATER FIRE RISER W Q In a LINE FROM MAIN EXERCISE CRAFT ROOM LAUNDRY w > WATER SUPPLY 4"W TE FROM 3/4"WATER LINE F Z PLO ABOVE Y"VTR UP FROM FLOOR U � I Z BELOW,TYR FL LOW ------- OPEN TO 1 fr•I ?�O m 0)m OUNCE BELOW f Lpo Q 2 it CH.�i Ul EY. ®� ELEV. .T b"CA. b" 6°CA. .... , 4" vW DRAWN BY: RSS - CHECKED BY: GAM JOB NO: 04-061 � I j I� �I : PLOT SCALE: 1/6"=1'-0" .. OFFICE WAITING L LIBRARY OPEN m BELOWUI � STAIR Q Y O I I I 1 I •b"CD TA • I • • O OUTFLOW TO MAIN SEWER LINE ] w g lnOOp2 f=l-uM51NO PLAIN (COMM, UJINs) �B1 SECOND FLOOR. PLUM51NC, PLAN (COMM. U)INa) G 103 ve"=r-m" 1m3 ve_p_0 I�r �1 f tom"' NOTE: ^ I ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE ^Q]i NOTICE: PLANS A�iNE COPYRIGHTED PROPERTY OF iNOMAS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT AND ARE PROTECTED BY LAW.THEY MAY NOT SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- BE USED,COPIED CO..A MODIFIED PROTECTED B PRIOR THEY MAY FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSI. THE `+�, P4 APPROVAL OF iHOMAS DEVELOPMENT C.O.THE REPRWRIODUCTION N PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 19T3 AS AMENDED AS ( ) W OR USE OF THESE PLANS IS DEVELOPMENT CO AND YOU WILL CT IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UPAS)AND 0 CJ O PURSUED TO THE FULLEST EMENT MTWO THE LAW N CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE a OF ACCESSIBILITY SHALL BE COMPLIED WITH. NOTES: O SEE SHEETS A10.4,A105 AND A10.6 FOR ENLARGED UNIT 1 COMM,WING �y PLUMBING PLANS. (~ a 0 ry a �pFE SIO/yq� FIXTURE SCHEDULE Q y MECHANICAL SCHEDULE SYM DESCRIPtICN HOT COLD WASTE VENT O1,I SYMBOL DESCRIPtION P-1 WATER CLOSET -_ VY° 3° 2' WASTE LINE I!Y° IR" IVY" IVY° "! " P-Y LAVATORY ' COLD WATER LINE HOT WATER LINE P-3 SHOWER(W/7VlERR103iATIL OR MIXING VALVE) VY° VY° IVY" I IR° 7 P-4 KITCHEN BIN: IR° VY" Y° Y" / -------- HORIZOMAL VEM LINE P-5 HC WATER 0.05Ei _- VY" 3" Y° a— WATER VALVE P-6 HL LAVATORY VY° VY" IVY" I V2" ,' VERTICAL VENT LINE P-1 HC SHOWER(W/THEWOSTATIC OR MIXING VALVE) VY" VY" IVY° I VY° • VTR `'ENTTO1 5-2-05 P•e HC KITCHEN SING �^ U?° Y" Y" 77 VERTICAL WATER LINE LONgCTILN P-S WATER HEATER 3/4° 3/4° 3° Y° 7 i+i W1K1N �- H08E BIB P-IO Ul45VE:R 1/Y° N" 1° Y^ P-II NOSE BIB 3/4° Aidu @ CD.TG. CLEAN OUT TO GRADE luJ SHUT OW VALVE Y MAIN BLDG.SEWER LINE .. ,�. -• •, •M SEE BLDG.PLMB.PLAN MAIN BLDG SEWER LINE _ FOR SIZES AND DIRECTION SEE BLDG.PLMB.PLAN I OF RUNS,tYP. FOR SIZES AND DIRECTION 4" 4"WASTE FROM 3" 3" 4"WASTE FRCM 4" OF RUNS,TYP Z'VTR FLOOR ABOVE a ---,, r— FLOOR ABOVE Z"VTR 0. -0-0 1/2 C 00 00 T� 1-4\ V.a 3/4" KITCHEN N ? �� 2° I\ 2� \\\BATF�I Z"WASTE N. DW I o..l o \�' F' DW P Z WASTE FR FLOOR A L—�1 , o �j yy UTI `__ I ° i f OCR ABOVE u co. ' 3 O m m a 1 ----- -------- - U f P I W Z VTR ---- --- Y'VTR D -10 Z W.I.c. a" 2"VTR w.I.c �n� 3/4" 3/4" b d] D : RSS. CHECKED BY: GAM JOB NO: 04-061 LIVING LIVING PLOT SCALE: 1/4"=V-0" BEDROOM 3/41, 3/4^ BEDROOM k NOTE, NOTE: ALL WATER LINE RUNS ALL WATER LINE RUNS Q IN UNHEATED SPACES IN UNHEATED SPACES p TO BE INSULATED,TYP. TO BE INSULATED,TYP. NOTICE: THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS DEVELOPMENT CO.MID ARE PROTECTED BY LAW THEY MAY NOT 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 O PURSUED TO THE FULLEST EXTENT OF THE LAW a °vTOR $TOR Fs. 21,VTR P'VTR p NOTE: ALL CONSTRJCTICN MUST COMPLY WITH THE'FEDERAL REGISTER,PART VI OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT I"WATER LINE UP I"WATER LINE UP .I. SECRETARY FOR PAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- (j P 9 FROM CRAWL5PACE FROM CRAWLSPACE P-9 FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH b,1"1.THE Z ❑ W/SHUT OFF VALVE W/SHUT OFF VALVE L PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1913 AS AMENDED AS - •^ IMPLEMENTED BY THE UNIPOFT'1 FEDERAL ACCESSIBILITY STANDARDS'(UPAS)AND 'SEE SHEET A103 FOR SCHEDULES. •SEE SHEET A103 FOR SCHEDULES. IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. a ENLT�IL:C"�1=© 1-5p'. TYPE 115, UNIT Pl-Ui"151NC; PLAN B NLTa,1 C JiJ 1-ep.. TYPI- 'A' UNIT RLUM51NC• Pi-04.N -0" 654 SO.FT. 10.4 I/4"=I'-0° 654 SO.FT. MAIN BLDG.SEWER LINE MAIN BLDG.SEWER LINE rV5 ' SEE BLDG.PLMB.PLAN SEE BLDG.PLMB.PLAN FOR SIZES AND DIRECTION FOR SIZES AND DIRECTION .I 4 OF RUNS,TYP. OF RUNS,TYP. 3 - 4°WASTE FROhI 4"WASTE FROM FLOOR VE ,,. F"•y 0-0 ---- ----- i 3' ----- --- 0-� - C� - i I Q I 11I VTR p.g iO 0 I-1a P- J B1IC I i (I 1't ° BATH\IBarth / \ A KITCHEN KITCHEN �V I I 'DW P "WA9 -- TE PROM W D ' _ ,I olli I I I 2"WASTE 4-1 ABOVE I , , D DUJ 9 FLOOR ABO 5° i ———— 21,, r s"vrR - -- - k�' a 3/4" ---- 314 3/4" la" L J 3/4°.44 r�57,7 W F"�•i a U BEDROOM BEDROOM ' H 3/4" IVING BEDROOM SEDROOM LIvINr, Z NOTE.- ALL WATER LINE FINS NOT IN UNHEATED SPACES ALL WATER LINE RI NS 1, i0 BE INSULATED,TYP. IN UNHEATED SPACES TO BE INSULATED,TYP. �pC - LOW- 1' \J STOP s^VTR FTOR. STATE OF10P�''0 2"VTR .. ws wH 5-2-05 I"WATERLINE UP ❑ FROM CRAWLSPACE '❑ W/SHUT OFF VALVE 1"WATER LINE UP •SEE SHEET A103 FOR SCHEDULES. •SEE SHEET AI03 FOR SCHEDULES. FROM T OFF VALVE E c ENL�T1�GM0 2-5R. T1-Plm '1�' UNIT PLUM51NG Rl-, IN W/SHUT OFF VALVE lAJ-0.4 D I�NLd�T16?C"�l=D 2-P"�P. TYPE '�' UNIT P!-UP1�INS PLAN � 10.4 1/4°=I'-0" 596 SO.FT. jm.4 I/4"=I'-0° 905 50.FT. �a �F Z„J a w 1"BLD TER 6"FIRE SERVICE LINE MAIN -LINE FROM MAIN ) a 3 m! WATER LY WATER SUPPLY PH PD.RISE 911!--�� l Fyll 11!9�fsS MECH. .DRAWN BY: RSS FD. I P S DIRECT I CHECKED BY: GAM � VENT W.H. I I { 0 J'+B_ KITCHEN I JOB NO: 04-061 a I/2 3/4"WATER LINE EXERCISE PLOT SCALE: 1/4"=V-0" i h 1 3/4" UP TO FLR ABOVE q"WASTE m FLOOR ABO W I 1 EV. R^ 1D" o MECH. L-- I OUNCE 1"IM 1"VTR I , O a i , r- i � e i 6" 4 4" 6"CO. C) 6" vo OFFICE WAITING ' I S7AI�2 -- MECHANICAL SCHEDULE I SYMBOL DESCRIPTION W WASTE LINE ® W COLD WATER LINE a HOT WATER LINE 6"CO.TG. I -------- HORIZONTAL VENT LINE 0 ® I 0— WA1ER VALVE T�qy F I e VERTICAL VENT LINE --------------- a vrR VENT TO ROOF 0— VERTICAL WATER LINE COWMION O OUTFLOW TO MANi I+- WON SERVICE LINE 14A— HOSE BIB CD.TA CLEAN OUT To GRADE D4 SHUT OW VALVE ES IONq( �1 RNL RIS-SRO IST r-LR. COMM. WING PLUMBING PLAN FIXTURE SCHEDULE �o r SYM. DESCRIPTION HOT COLD WASTE VENT L'O P-I WATER CLOSET - y. 3. 2. P-1 LAVATORY UL° V!' I I2° I I2" � P-3 SHOVER(W/TWWOSTATIC OR MTXNG VALVE) Ut^ 12" I W. 1 I2" / qTE OFj P� W, .y ��� 2 2• NOTE: NOTICE: P-4 KITCHEN S , ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART vl OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS P-5 HC WATER CLOSET -. 12" 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 in" FOR FAIR HOUSING AND EQUAL OPPORTUNITY-14 CFR CHAPTER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR HOUSING ACCES5IBILITY GUIDELINES DATED WED.MARCH 6,MST. THE APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION P-1 14C SHOVER(W/114ER106TATIC OR MIxWG VALVE) i/P V!° 1 Irz° I la" n -. PROJECT MUST ALSO MEET THE REHABILITATION ACT OF IS13 AS AMENDED AS OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE 5_2-05 IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND PUMUED TO THE FULLEST EXTENT OF 114E LAW. P-8 HC KITCHEN SW I2• UP 1° V IN CASE OF CONPLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE P-9 WA1ER HEATER 3/4' 3N" Y 2' OF ACCE551BILITY SHALL BE COMPLIED WITH. P-16 WASHER I2" 112- Y" 1" P-II HOSE BIB -- 3/4" - ►�A�,\'� jj O� 1 Ca.7 W a u01i FIRE PD.RISER -DRAWN BY: RSS _ GRAFT ROOM D CHECKED BY: GAM JOB NO: 04-061 LAUNDRY D PLOT SCALE: 3/4"WATER LINE UP FROM FLOOR BELOW,TYR \ 4'WASTE iO OPEN TO FLOOR BELOW F 2'VTR BELOW 2„VTR 'Q 1/)" 1 JELE 3/4" I i CORRIDOR 0 I Q� r�' q i11 It OPEN TO i 1Ii II - BELOW J � LIBRARY I STAI - MECHANICAL SCHEDULE a SYMBOL DESCRIPTION WASTE LINE COLD WATER LINE a HOT WATER LINE —————— HORIZCWAL VENT LINE T O C3 In Da— WATER VALVE �y 0 VERTICAL VENT LINE • VTR VENT TO ROOF F.ry m� O VERTICAL WATER LINE CONJECTIOIJ LNION fJ` HOSE BIB CD.TG. CLEM7 OUT TO GRADE LKl SNIT OFF VALVE FESSIONA .' F-NLA#?aED 2ND rlLm. comm. IUINa PLUm51NG' PLAN FIXTURE SCHEDULE 10b va"=r-m" sYK DESCRIPTION NOT COLD WASTE VENT 0 I yr P-I WATER CLOSET 3' 2' / i P-2 LAVATORY VY IR• IV)" IIR' i 1j P-3 SHOWER(Wi TMIRMOSTATIC OR MIXNG VALVE) IR" K. I Vi° I V)° s�gTE Y PLO NOTE: NOTICE• P-4 KITCHEN SINK Ia. N' 2" 2- ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART A OF THE THESE PLANS ARE THE COPYRIGHTED PROPERTY OF THOMAS P-5 NC WATER CLOSET -_ in. ;" 2.. -, DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THET MAY NOT p-b NC LAVATORY SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CFR CHAPTER I- BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN U2° IR° IVY I N" FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISIN. THE APPROVAL OF 7HOMA5 DEVELOPMENT Co.THE REPRODUCTION P-1 AC SHOUER(WI THEWOSTATIC OR MIXING VALVE) Ia' V!" I la, I ve• PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS OR USE OF THESE PLANS IS UNAUTHORIZED 40 YOU WILL BE 5-2-05 IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND F1At5UED TO THE FULLEST EXTENT OF THE LAW. HC KIicHEN SINK Vt' V2° 2" 2• IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE P-S WATER HEATER 2° 2" ° 3"" 3l4 2 OF ACCESSIBILITY SHALL BE COMPLIED WITH. P-10 WASHER 3/4 3/4 114112� ' P-II HOSE BIB 3(q, U j OO OO � I I I I I I I I I I I w 1 r W ¢Loo a a I _ 2-BR UNI I-BR UNIT I-SR UNIT 1-5R UNIT -SR 2-BR UNIT of Nn �J I _ TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' 3 ro I Iz II � --------- ----:--- Pam, � � ---- --- ----- � I I � --------- --------- 1 m Elm I I I • I I I I -- - Ov O o - -- ° 03 00 - -- ° ® -.. ® ° -- - ov 00 [DR - - B NO: 04-061 OT I I FIRE EXTINGUISHER-- i I 00 O o O o - -- ® ® -- - 00 O oo - -- OUSE CABINET 'NOTE: i ANEL (D 1 ALL FIRE ALARMS AND d SMOKE DETECTORS TO I BE INTERCONNECTEDJI_ ua w • w va .. wx rx c ____� ________ clm iw r I AT ALL COMMON AREAS - -- - ---- --------- I I -------- I I I 2-BR UNIT I-BR UNIT 1-5R UNIT 1-5R UNIT I-BR UNIT 2-BR UNIT 0 I TYPE'B' TYPE 'B' TYPE'B' TYPE 'B' TYPE 'B' TYPE'B' r I I I 1 0 I I I I — 1 I g I I I I I I I I I I I I L--------------- J A L---------------------J L---------------------L C NOTE. hQ�y ALL CONSTRZTICN MUST COMPLY WITH THE FEDERAL RGISTER,PART VI OF THESECOND FLOOR ELECTRICAL PLAN (LORT LU ING) DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT SECRETARY FOR FAIR HOUSNG AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- All2 FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH b,15%THE PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS 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.r---------------- -1 r-- ------------� r--------------------- NOTESs I I 5 AND Alib FOR ENLARGED UNIT 1 COMM.WING • • • IL I • • ELECTRICAL PLANS. SEE SHEETS All3,AIL4,AII [� r--- ------- L----------- IJ L-----------J L-------------� I 714ESEPLANS AM THE COPYRIGHTED PROPERTY OF THOMAS I DEVELOPMENT CO.AND ARE PROTECTED BY LAW.THEY MAY NOT BE USED,COPIED OR MODIFIED WITHOUT THE PRIOR WRITTEN APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION 'V 2-BR UNIT I-BR UNIT I-BR UNIT 1-5R UNIT 1-5R UNIT 2-BR UNIT I OR USE OF THESE PLANS 15 UNAUTHORIZED AND YOU WILL BE 1 PURSUED TO THE FULLEST EXTENT OF THE LAW. TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' I - _________ _________ I = 1 ALL FIRE ALARMS AND1-1 I w I - --------- ��Elm 1 SMOKE DETECTORS TO Cu V I I O1.• E I BE INTERCONNECTED I� W \I i ® • • i I AT ALL COMMON AREAS f 1•a TO HO� o O O o ® I � FIRE EXTINGUISHER Q ° ® ® ° 0 0 30 __ _ °O O o _ __ I C'TBTNEEf I U PANEC I oa _ __ _ ' T' D _ c C Q — ® r 3 I I o0 Do _ __ ° 0 o0 Oo _ __ • ® ® ° __ a oo E) u rra w .n w rea vua w w > I-1 ---- --- ---e-- • L:=Mil [Dal --------- --------- i QPpF6S51pN w .K I ❑W 9 I i i I I y�0 9n I -- --J a I - I r--- I 2-BR UNIT I-BR UNIT 1-5R 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 1 (VERIFY AND LOCATE FIRE E I EXTNGUIS14ERS AS CONFIRMED BY LOCAL FIRE AUTHORITY.) I I I - L--------------- r------------ ----- 1 5-2-05 IF I 0 I I Q Q I I I I I I I I O O I L----------------- --J L- ---------- -I L_- 0 e SECOND OOR ELECTRICAL Pl-,4N (RIGHT WING) -------------- KL J A112 IST.FL. 6T.FL.i 2ND FL. EXT.FAN W/4"VENT THRJ EXT.FAN W/4"VENT UP EXT.FAN U/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 U/DAMPER DAMPER DAMPER TO EXT.WALL CAP U/DAMPER V u' 2ND.FL. 2 es EXr.FAN-VENT UP TO ROOF 1O CAP U/DAMPER N w a W_ w w ra �+ a " 50 CMN w a ='_� _____ ___ _ __ __ _ ___ _____ � e " w 4x10 BD° p j O E O 0 u m o BOTTOM CE tJl FRAMING O P �0 CFT1 O / \ 50 CR'I BQTI-I\ SUPPORT FRAMING®4'-0" FBI BATH 2 .F W KITCHEN / KITCHEN W �'` 4x10 BD 1 2X4 LEDGER o TOP CENTERS OR AS REQ'D �.i w T5x CR9 N • 6- i I I 100 CFM w 4x10 CD 100 QM IST.FL. I 2X2 FRAMING UST.FL. 10 4x10 CD 100 CFM I &S Z�r \ FWI Q' ? 100 CFM TIMER 41TI� 4x108D \,100 pd'I �"'-01" \\ ,/ w CONTROLLED EXH, in1 1�� 4xi0 BD 1-- - 100 CFM TIMER 2X4 FRAMING 6 24"O.C. $� 92 U Z 8 i� FAN W/4"DUCT THRU PROTECTED cs PAN'i DW 1 0 ° o o DW i PAN. CONTROLLED EXH. Z U qQ V 1 FAN W/4"DUCT THRI PROTECTED LAID FLAT JOIST SPACE TO ENT.WALL CAP 0 1 I1I7 6"DIA FRESH AIR DWN FROM_--------- ® JOIST SPACE TO EXT.WALL CAP W O W/DAMPER i ------- 2X2 FRAMING a 3 1 ROOF 1 RETURN AIR a FUOd. b"DIA FRESH AIR DLLN FROM w 1 W/DAMPER V g �' I W�•G• W AS REQUIRED BY CODES. ROOF!RETURN AIR a FURN. %^ D 1 tF Q IFTCONTROLLED EXH. I AS REQUIRED BY CODES.) 1 RETURN AIR 1 GYP.BD.FIN. FAN U/4"DUCT TO 1 RETURN AIR ROOF CAP W/DAMPER ®G RILL 0 FURNACE S L ®FURNACEL i CONT.FIRE BLK'G. 3 AT SOFFIT LEVEL TYPiC1®1L SOPPIT DETAIL. DRAWN BY: RSS E CHECKED BY: GAM IL vlNcx IVINCs AllS va"=r-m° JOB Mp: 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 SHOWN VERIFY U/LOCAL 100 CFM 410 FD IST.FL. 2ND.FL BUILDING OFFICIAL. 4x10 FD 7 Q ISO CFM 150 CFM 150 CR1 NOTE:T p 4xI0 FD 4x10 FD 4x10 FD T FIRE DAMPERS ARE REQUIRED AT ALL DUCT PENETRATIONS m m OF THE I-HOUR OCCUPANCY SEPARATIONS. 4" FL. 2ND R. 4"DIA DRYER VENT THRU COMBUSTION AIR-(2)4"DIA DUCTS 4"DIA DRYER VENT THRJ Z CAP Ul DAMP R EXT.WALL DUN FROM ROOF-f U OPENING IN CRAWLSPACE 70 EXT.WALL NOTICE: O CAP W/DAMPER WELL UPPER 12"OF ENCLOSURE 4(U OPENING F 2NO.FL IN LOWER 12"OF ENCLOSURE CAP W/DAMPER<WELL THESE PLANS O THE COPYRIGHTED PROPERTY OF THEY MAS DO. 0. 4"DIA DRYER VENT THRU DEVELOPMENT C AND ARE PROTECTED BY LAW THEY MAY NOT R IST'FL STOR ATTIC SPACE TO WALL STO BE USED,COPIED OR MODIFIED WITHOUT THE FRIOR WRITTEN DAMPER COMBUSTION AIR-(2)4"DIA DUCTS APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION O 1ST.FL. T14M PROTECTED JOIST SPACE-0)OPENING IN OR USE OF THESE PLANS IS UNAUTHORIZED AND YOU WILL BE 6"FRESH AIR THOJ PROTECTED UPPER 12"OF ENCLOSURE 1(U OPENING ® PURSUED TO THE FULLEST EXTENT OF THE LAW JOIST SPACE TO RETURN AIR a IN LOWER 12"OF ENCLOSURE 6"FRESH AIR TW%PROTECTED MU RN,AS MOD BY CODES JOIST SPACE TO RETURN AIR a ❑ 3"DIA FLUE 3"DIA FLUE FURN.AS REQD BY CODES O T14W ROOF THRJ ROOF � Z FURNACE- R40 SERIES 200M BTUH MR OUTPUT (DOUNDRAF7 UNITS a FIRST FLOOR) FREON LINES TO FREON LINES r0 FURNACE- RAO SERIES 20,000 BTUH MIN OUTPUT (DOUNDRAFi UNITS a FIRST FLOOR) ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER',PART N OF THE DEPARIMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT AIR COND- 15 TON IBp00 BTI1H MR OUTPUT (UPDRAFT UNITS a SECOND FLOOR) AC COMPRESSORAC COMPRESSOR AIR COND- 15 TON 18000 BTUH MIN OUTPUT (UPDRAFT UNITS a SECOND FLOOR) SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,MS1.THE O ^//� /� PROJECT MUST ALSO MEET THE REHABILITATION ACT OF M13 AS AMENDED AS A ENLARGED 1-BR. TYPE '$' UNIT HYAC PLAN r1 ENLARG"= 1-BR. TYPIm 'A' UNIT H\/AC PLAN CASE OF CONFLICTS,T14E STANDARD THAT WILLIPROVIDE TAKE GREATEST DEGREE ^ Allb 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. ENT.FAN W/4"VENT UP 4"DIA DRYER VENT THRJ EXT.FAN W/4"VENT TAM TO ROOF CAP W/ ATTIC SPACE t0 WALL PROTECTED J01515PAEE 6"DIA FRESH AIR DUN FROM DAMPER DAMPER 2N EXT.WALL GAP W/DAMPER ter 7HD L ROOF 1 RETURN AIR®FJRN. EM.FAN W/4"VENT UP _ EXT.FAN-VENT UP TO ROOF AS REQUIRED BY CODES. TO ROOF CAP W/ Z CAP W/DAMPER DAMPER 6"DIA FRESH AIR DIN FROM ICI i Lj __- ----ROOF N RETURN AIR a FURL 1 0 AS REQUIRED BY CODES. lam-FL 1 ! i - \ i ----- --- 1 1 100 OFM EXT.FAN W/4"VENT THRJ 50 pM IST.FL. 1 1 0 pry' 1 1 PROTECTED JOIST SPACE \ F� 4x10 CD 50 CRN 1 1 100 pit o i i KITCHEN ° 100 CFr7 4x10 BD i0 EXT.WALL CAP W/DAMPER ( i \ 0 rvo, 2ND. L ��T1a i W.I.G i i W.I.C. I i I KITCHEN \ to FL, 50 a 4x10 BD 4xo CIFM 10 CD So FL. -- `i 50 CFM CD i 50 C -- 150 CR'I �I o II„o li DW P FDAN. W ®D 1 i 4x10 FD W D L PAN. DW a o x108D� LI I i 50 CFM ------------------- 4x10Po utl� ----- ----- rvo °a U - PROVIDE(U 50 DIM PROVIDE(U 50 CFM W SUPPLY U/INSECT SCREEN CJ SUPPLY INSECT SCREEN INTO CRAWLSPACE OF INTO CRAWLSPACE OF M� W EACH UNIT,LE a H UNIT, 100 CFM TIMER -- -- (PER MTI'FILE'830365E) EAC (PER MTI'FILEILE''630965E) -- -- -' CONTROLLED EXH. Q FAN U/4"DUCT THOU PROTECTED JOIST SPACE TO W.WALL CAP w W/DAMPER BEDROOM BEDROOM a NOTE: LNCs I vI IL yI NC �� PVC DIRECT VENT SYSTEM MAY BE USED 0 IN LIEU OF SYSTEM SHOWN.VERIFY W/LOCAL BUILDING OFFICIAL. S1 T.FL. IST,FL BEDROOM b"FRESH AIR THR J PROTECTED JOIST SPACE 70 RETURN AIR® 100 EFM BEDROOM FURN.AS REQ'D BY CODES 4xIO FD 2ND.FL DIRECT VENT SYSTEM MAY BE USED 2ND.FL. IST.FL• IST.FL. 2ND.FL. 150 CFM 150 p 100 � 100 CFM 100 CR`7 M LIEU OF SYSTEM SHOWN. VERIFY W/LOCAL F SSION 4x10 CD 4x10 FD 4x10 4xi0 FD 4x10 CD ISO CFM 100 CFTi T 150 QS"I - BUILDING OFFICIAL. QP� ,q dxl0 FD IT 11� 4x10 FD �+ 4x1O PD 24D FL. — z p COMBUSTION AIR-(2)4"DIA DUCTS DUN FROM ROOF-fU OPENING IN 1ST.t 2ND.FL. IST.FL / UPPER 12"OF ENCLOSURE t(1)OPENING 100 CFM TIMER 4'DIA DRYER VENT TAM J O IN LOWER 12'OF ENCLOSURE CONTROLLED EXH. CRAWLSPACE TO EXT.WALL IST,EL, `ST—�& FAN U/4"DUCT THRU PROTECTED CAP W/DAMPER t WELL 4"DIA DRYER VENT THR I STOL IST.FL. COMBUSTION AIR-(2)4"DIA DUCTS JOIST SPACE TO EXT.WALL CAP N�1.FL CRAWLSPACE 10 EM.WALL COMBUSTION AIR-(2)4"DIA DUCTS UHOJ PROTECTED JOIST SPACE-0 OPENING M W/DAMPER 4"DIA DRYER VENT THRU CAP W/DAMPER 4 WELL THRI PROTECTED JOIST SPACE-fU OPENING IN IN LOWER UPPER OF 12"CF ENCLOSURE SURE t(1)OPENING ATTIC SPACE TO WALL UPPER OF ENCLOSURE 1(1)OPENING IN LOWER 12"OF ENCLOSURE DAMPER 3"DIA FLUE ❑ 5-2-05 rum3"DIA FLUE ROOF ROOF j-1 VA If All.5 FREON LINES TO FURNACE- RAQ SERIES 24p00 BTUH MIN.OUTPUT (DOUNDRAFT UNITS a FIRST FLOOR) FURNACE- RA0 SERIES 24p00 BTUH MIN OUTPUT (DOUNDRAFT UNITS a FIRST FLOOR) AC COMPRESSOR AIR COO- 15 TON 18p00 BTUH MIN OUTPUT (UPDRAFT UNITS a SECOND FLOOR) AIR COND- 15 TON 15000 STUN MR OUTPUT (UPDRAFT UNITS a SECOND FLOOR) FREON LINES TO �1 ENL.ARamD 2-5R. TYPE 'B' UNIT H\/AC PLAN D ENL,4iRa50 2-15R. TYPE 'A' UNiT H\/AC PLAN AC COMPRESSOR M1.5 Allb 4"=I'-0" 896 SQ.FT. t 905$0.FT. 3/4"GYP-CRETE OVER U , 3/4'TSG DECKING B B r� Oq�qz i_________i 5/8"TYPE"X"GYP.BD. I EXHAUST FAN DUCT V'a W/FIRE DAMPERtn .... -. �, QN w FREON LIKES TO (2)LAYER 1/2"TYPE"X"GYP.BD. r� Z q A/C COMPRESSOR ON I/2"RESILIENT CHANNEL ��L7]yl a N n T5 TMRu tRANB-SECTION A-A ExuausT FAN �J a W� II 11 �W�LL> I EXHAUST PAN DUCT COMBUSTION AIR-(2)4"DIA DUCTS O O p I Ei0 CH'I ISO 100 CFM 100 CfM FIRE DAMPER THRII WALL CAP-(U OPENING IN I 4x10 FD 4x10 FD 4x10 FD 4x10 FD UPPER O"OF ENCLOSURE 1(U OPENING IN LOWER 12"OF ENCLOSURE H ® f i i i I I-JOISTS 4 2x BLOCKING DRAWN BY: RSS 3 ' � EXHAUST FAN W/ II I IRX1 I 3"DIA DUCT OUT i i i i CHECKED BY: GAM O 4x10 D TO WALL OAP W/ _ -n KIT DAMPER JOB NO: 04-061 d i' ' PLOT SCALE: 1/4"=1'-O" 1 II 5/8"TYPE"X"GYP.BD. d I EXERCISE A I A m ELE V EX FAN W 3"DI DUCT OUT i- ¢W i l I EXHAUST PAN 6"DIA FRESH AIR DWI i14RU MECH. TO L CAP W/ JOIST SPACE FROM WALL CAP -�-- DAM 10 W/DAMPER 1 6 4 EXHAUST PAN W/3"DIA `------------- II LOUNGE DUCT UP TO ROOF CAP I W/DAMPER I I _ •I I A�L GYP.BD.CORNER5/ Z I I JOINTS SHALL BE TIGHT O FITTING OR FIRE TAPED.IDID F Il amFD 1 ; PLAN-SECTION H-B r o r- 1 $ EXH14USt -AN DUCT DETAILo ----- ------------- ----- L_ Allb ilrz"=r-m" Z STANDARD OR T/1 -----------------------d— DUiEOT VENT �/1 i I00 CFM ' 4x10 FD EXPANSION TANK r---, i/ \\ j 9 It / I HOT TO COLD 1 i 50 CFM 50 CFM °TOR' i l I ( NousE T TD wx �fJ FD 4x10 FD ---J i i OFFICE EXHAUST PAN UN SEE NOTE0 P.0 3"DIA DUCT OUT � i0 WALL GAP W/ DAMPER WAITING WN. FUR( 100 CFM ISO CR1 ❑ A x 0 NOTES:4x10 FD 4x10 FD L T C NNEECTION TAKEN FROM 4007 HOT WATER LINE SHOULD RACE'DOWN.THIS INSURES THAT l I AIR IN /� TNT HOT LINE WILL WATER L AND FVRSED OUi TTHE DOMESTIC W w I � HOT WATER FAUCETS D SHE SHCLLERS. ® W I I HOt WA-rmR t0 Alm HANDLER I� a Allb NOT TO SCALE T 0 a • i r�1 L— --- - c) Z EUILDINS WALL 4"YENTROL DRYER FURNACES- VAQ SERIES 80/000 BTUH MIN OUTPUT BD.PENT OAP W/AUTO pFES$ AIR COND• 4 TON 4BpJ00 BTUH DAMFER MIN OUTPUT N! / q90 �A1 ENLARGED 1ST I=L"R. COMM. W INcs H\/Aq PLAN FIRE DAMPERS ARE REQUIRED AT ALL DUCT PENETRATIONS 29 A11b I/4"=r-m" OF THE I-HOUR OCCUPANCY SEPARATIONS DUCT R3011 DRIER COMVECTION S O O 0 ALUM DUCT SLEEVE TM WALL NOt • NOTICE: ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THESE PLANE 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 CPR CHAPTER I- BE USED,VIED OR MODIFIED WITHOUT THE PRIOR WRITTEN FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSI. THE APPROVAL OF T140MAS DEVELOPMENT CO.THE REPRODUCTION ��DRYER VENt DEtl41 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'(UFAS)AND PURSUED TO THE FULLEST EXTENT OF 114E LAW. Allb NOT TO SCALE IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE M1.6 OF ACCESSIBILITY SHALL 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 y T RATING.I-HR. O"7 BOTTOM VIEW SECTION A-A 04 1 :::�VA p W. W < l 4"DIA DRYER VENTS UN O O 3 WALL DAMPERS to - - � O m0 CFM I00 CFM 100 cm A A 4x10 FD 4z10 FD 410 O DRAWN BY: RSS I00 CFM TIMER D CHECKED BY: GAM 100 CFM CONTROLLED EXFI. JOB NO: 04-061 4xi0 FD FAN W/4"DUCT UP 4 O CRAFT ROOM TO ROOF 8"x48"HIGH FRAMED OUT PLOT SCALE: 1/4"-1'-O" AUL NDRY D 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 L5mm SERIES)(I-HR FIRE-RACING) i0 ROOF CAP W/ 2, LUMBER OR PLYWOOD SU(FLOOR WITH FINISH FLOOR OF LUMBER PLYWOOD,OR FLOOR Q DAMPER ------------------- OPEN TO BELOW TOPPING MIXTURE. 3. TOP O e 1 1 EXHAUST FAN W/3"DIA j f 4. GYPSUM WALL ASSEMBLY(I-HR.FIRE-RATING) i DUCT UP TO ROOF CAP { i Wl DAMPER i S. PENETRATING ITEM TO BE ONE OF THE FOLLOWING(ALSO SEE NOTE NO.2 BELOW 1 i 50 i A MAXIMUM3"NOMINAL DIAMETER PVC PLASTIC PIPE(CELLULAR AND SOLID CORE). it I FI FV 1 P-P, 4N FD j B.MAXIMUM 3"NOMINAL DIAMETER ABS PLASTIC PIPE(CELLULAR AND SOLID CORE). ,mac i I C.MAXIMUM 3"NOMINAL DIAMETER FRPP PLASTIC PIPE 1 1 ; D.MAXIMUM 3"NOMINAL DIAMETER CPVC PLASTIC PIPE Wp I 1 i i f 6. TOP PLATE TOTE MAXIMUM EXTENT POSSIBLEANNULAR SPACE BETWEEN THE PIPE USING 14ILLT FLOORING I AND BETWEEN T MESGENT FIRESTOP 1 11 SEALANT. 11 � 1. 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 NOM.PIPE DIA PRODUCT DESCRIPTION NO.OF MOUNTING TABS MAX HOLE SIZE W/DAMPER W/DAMPER CORRIDOR I-I/2" CP 643 50A5" 2" 2-I/8" 2" CP 643 63!2" 2" 2-S/8" �y F CP 643 90/3" 3" NOTES: 1.ANNULAR SPACE-MINIMUM 1/8",MAXIMUM 3/8". 2.CLOSED OR VENTED PIPING SYSTEM.(PVC,A55,FRPP.SCHEDULE 40,CPVC-$DR IV p"a 11 lil i INSTALLATION INSTRUCT[ONb wo STEP I PREPARATION: ALL SURFACES MUST BE CLEAN,SOUND,DRY AND FROST FREE PRIOR TO D yyy FAN I 1 1 i U DIA APPLICATION OF FIRESTOPPING MATERIALS. DUCTUCT UPP i0 ROOF CAP 1 1 100 CFM W/DAMPER f ( STEP 2 FIRESTOP SEALANT: APPLY THE REQUIRED DEPTH OF FIRESTOP SEALANT IN THE ANNULAR SPACE G� li i Ig 4x10 FD BETWEEN PIPE SHRNPBETWEEN THE PIPE TH TOP PLATE. SEALANT W T14 A PUTTY fQ4IFE TO PUSH I PLACE AND SMOOTH E SURFACE.LEAVE BOTH COMPLETED 11 1 EXHAUST FAN W/ ' SEALS UNDISTURBED FOR A MIN.OF 48 HOURS. i 3"DIA DUCT OUT OPEN TO BELOW ' TO WALL CAP W/ STEP 3 FIRESTOP DEVICE: PLACE THE DEVICE AROUND THE PLASTIC PIPE AND PRESS TOGETHER THE OPEN DAMPER ENDS FIRMLY UNTIL IT CATCHES(CLOSE)WITH AN AUDIBLE"CLICK".INSTALL THE REQUIRED NUMBER OF MOUNTING TABS AROUND THE DEVICE AND SECURE THE TOP PLATE,WITH RECOMMENDED FASTENERS. STAI100 4°O FD ��VENT / PIPE PENETR14TION DET141L All. NOT TO SCALE NOTE. w DUCTS AT SECOND FLOOR TO BE RN O W UP AND THROUGH ATTIC SPACE AID r TO BE INSULATED WITH I",3/4'LB FI5ER31.ASS DUCT WRAP. F�1 E D 1-a E DRIER VENT LENGTH SHALL COMPLY WITH LMC 50432 O ■ ■ pL F�I+/■�1 by A -O" O � OVAL E D i m 41V ?• p SSI / c pQ q9 ' '418 hLj c - NOTE. ���'&y p W ro. w y ENLARGED 2ND FLR_ COMM, LU INC$ H\/14C PLAN FIRE DAMPERS ARE REQUIRED AT ALL DUCT PENETRATIONS �iB�o®r>r� ` '� o OF THE I-HOUR OCCUPANCY SEPARATION$. �2pDa4b OF �R O NOTE NOTICE: TYP_ DRYER VENT DETAIL . NOT TO SCALE ALL CONSTRUCTION MUST COMPLY WITH THE'FEDERAL REGISTER'PART VI OF THE THESE PLANE ARc THE COPYRIGHTED PROPERTY OF iHOMAS Ali DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT DEVELOPMENT CO.AND ARE PROTECTED BY LAW THEY MAY NOT DRYER VENT RN AT FIRST FLOOR INTO S-2-OS 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 T140MAS DEVELOPMENT CO.THE REPRODUCTION 51WEDULE , toiaL VENT LENGTH PROJECT MUST ALSO MEET THE REHABILITATION ACT OF 19T OR USE OF THESE PLANS IS U`WWORIZED AND YOU WILL 3 A8 AMENDED AS BE I vt-5T B -c c I c- IMPLEMENTED BY THE'UNIFORM FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND PURSUED TO THE FULLEST EXTENT OF THE LAW. IN CASE OF CONFLICTS,THE STANDARDCOMPLIED WITH. WILL PROVIDE THE GREATEST DEGREE " M1.7 DRYER VENT RN AT 6ECOND FLOOR IAlITS OF ACCESSIBILITY 6NALL BE COMPLIED WITH. SCHEDULE , TOTAL VENT LENGTH OF 23'-0' •B B B-C C C- D- 1 ELVE T 4° a^TO" "Xb' U� �a m e"DIA VENT T14W ROOF; 75 50=.•w 4^110^to e^DIAL;' ama�i3 � VENT TRANSITION/ ' ___________________ - DRAWN BY: RSS 4xi0 VENT CHECKED BY: GAM JOB NO: 04-061 WOOD WO POOR RANGE n OD V W/DAMPER 1 PLOT SCALE: 1/2°-1'-0° n 4"x10'EXNAl15T VENT m — r, o ---------------------------- I ------- ---------'---------------------- —i =---------------------------- Z u n u a 0 u a a �� ��---- 410 VENT u n tl A w FIRST FLOOR RANGE D WX W/DAMPER< o 4"xl0"EXNAIIST VENT u o zz 0 MAN(2ra HOOD VENTING o x � A � a I W ® a a � H x 0 z FESS sT4 OF�OP�0 5-2-05 AA�j 1 08 60'-W SEE ENCLOSURE DETAIL SHINGLES AS SPEC'D WITH MET NEXT SHEET EDGE ON 5/8'NOM.SPAN RATED 10'-2" 10'-I" Im'-I" 10'_I" I0'-1" 10'-2" ROOF SNTG.ON WOOD TRUSSES 24"O.C. NAILING-ROOF:10d AT 4"O.C. Q"1 AI2U I I� 'SIMPSON-HTTI6' EDGE AND 10"Of-AT FIELD .. 'SIMPSON-HTTI6' r -------------Y-------------I-------------t-------- ----I-------------t'------------- HOLD-DOU.N rAr--•��I a, HOLD-DOWN I _ r----- ----- VENT PATH 1•�W ----------------------- _----------------------- ------ ---- ------- ---------- ----------- ---------- ---- -D O p--------------------- CLIP AT EA END �I� II I TRUSS lHURRICANE MPSON I OR EQUAL EA a w I I i i i i II I >F I I i i i II I >m z I •, •, I I I I 10d NAILS a 6"OL-TYPICAL Q to Q j I I � � � � � II I [j�•� �Ia-N�� 1 I i i i i IJI�Ihz I i i i i II I W E-' 4"CONC.SLAB W/ i•i L----- - J 2.6 BLK'G B'TWN a 4'-0"O.C.Ul/VENT 3 WA-1.4 W1UF.OVER I i aa I I i i 4"WASHED GRAVEL\ i i 0 PRE-FIN.METAL ON 2"X4'CONT SUSFASCIA I i•I J ��i B I I D 'jF �ppN••x W I � � I AI2.1 e,IM. ON Lu (Ldli A122 I i r 20'-4/0 COPPER ELECTRODE 2x4 FRAMING , GROIM)TO FUTURE ELEC.SERVICE PANEL i AS REQUIRED I i i i i i VINYL TRIM DRAWN BY: RES 10 I/2"AB. I i i i i •48X"O.C. PRE-FIN VENTED METAL SOFFIT CHECKED BY: LWS I i• i•i I I 51DTNG ON 1/2"APA RATED bHTG JOB NO: 0A-061 I i i i i I I ON 2"X4"STUDS AT 16"O.C. PLOT SCALE: 1/4'1'-U -------i i I } 'SIMF'SO4-HiTlb' --------•-----•----•--------- •--------------- HOLD-DOWN ----------- -- 'SIMP$ON-HTTIV D HOLD-DOWN AI2.I Q rA1 6—BAY STORAGE FOUNDATION PLAN ° WALL SHEATHING NAILING: DEAR WALL-SO AT 6"O.C.EDGE r 10"OL,FIELD AI2.1 4"=1'-m" END WALL-8d AT 4"OC.EDGE<10"OA,FIELD C AI21 O Ir TREATED 2"X SILL PLATE l' W 1/2"XI0"AB.•45"Or-MAX ° 10'_2" 10'-10" <12"FROM ENDS(W/3/16"X 2'X 2" SILL PL.WASHERS,TYP)ON COW. (2)13/4"x9 V4"LVL 18E HD (2)13/^S 1/4"LVL 1.8E FIDR SILL SEALER(NAIL SHEATHING TO 2X ----------- ----------- --- - -----_----- PL.W/BID AT 4"Or-) (2)13/4"x9 I/4"LVL IBE HDR t (2)13/4"x9114"LVL IBE HDR (2)1 3/4'x9 I/4"LVL l8E HDR I 1 (2)13/4"x9 V4"LVL IBE HDR , - 4"CONC.SLAB W/ Z FIBER REIN.OVER Lij 9010 OVERHEAD DOOR WP I 90T0 KNEAD DOOR WP I 9010 OVERHEAD DOOR Up I 9010 OVERHEAD DOOR UP I 9010 O RHEAD DOOR Up 9010 OVERHEAD DOOR Up PRESSURE TREATED 6 MIL.VB.OVER 4" I GFI GFI WI GFI GFI GFI 2xb SILL PL.OVER MIN.WASHED GRAVEL TO PHOTO CELL TO PHOTO CELL CONT.SILL SEALER PITCH TO DOORS PLASHING I m Y I•..- Q FINISH GRADE - I,}I, :c I .6F I DAMPPROOFMG• •-�._. _...:••p^.� '... L""`' CLG.MID. 8 CLG.MTD. CLG MTO. a CLG.MID. 8 CLG M. 8 CLG.MTD, BELOW GRADE I STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE D m A 8 AI2.1 b'WALL Wl'4 REBAR �V SIM. CONC.FOUNDATION r.', F���--••ii •Ib"OL.EA WAY- \ "+:.•I A122 AI22 1... _ I ALT.BENDS THIS BAY ONLY TO BHT.Al(FOR TRASH INNVVERT.EMR M FOOTINGS �� .T• \� RECEIVE YWL 1 5/8" I ENCLOSURE DETAILS •". �\ TYPE'k'GYP.BD.• WALL$1 CEILING I io _ \\ ,.._ NOTICE: I THESE PLANS ARE THE COPYRIGHTED TECTED 13Y LAW OF THOMAS DEVECO.AND (2)-4 RE BAR CONT. BE USEL OPMENT D,COPED OR MODI�FIEDPROWITHOUT THE PRIORTHEY WRTTENY NOT 14 .. ME APPROVAL OF THOMAS DEVELOPMENT CO.THE REPRODUCTION FOOTING TO BE SET ON OR USE OF 714ESE PLANS IS UNAUTHORIZED AND YOU WILL BE I UNDISTURBED SOIL OR PURSUED TO THE FULLEST EXTENT OF THE LAW pq ------------------------------ - COMPACTED GRAVEL FILL Aamt, �1 AD' 6-5AY STORAGN TYP. EXT. WALL SECTION 6—5 4Y STORAGE FLOOR PLAN w AI2.1 va"=r-m° AI2.1 3/a"•r-m" � a FOUNDATION WALL Q (BEYOND) NOTE: ALL CONSTRICTION MUST COMPLY WITH THE FEDERAL REGISTER',PART A OF THE 4"LONG SLAB W/ DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,OFFICE OF THE ASSISTANT FIBER REIPIF.OVER SECRETARY FOR FAIR HOUSING AND EQUAL OPPORTUNITY-24 CPR CHAPTER I- F�'4 50TH END UNITS 0 10'-2"EACH FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES DATED WED.MARCH 6,ISSL THE PRE-MAV.RIDGE SHINGLE ROOFING MIDDLE UNITS®10'-1"EACH SIDING AND TRIM 6 MIL.VB.OVER 4" DEVELORW MUST ALSO MEET THE REHABILITATION ACT OF 1513 AS AMENDED AS VENT(TYP.) 45 SPEC. A$SPEC. �- -1 MIN.WASHED GRAVEL IMPLEMENTED BY THE'UNIFOR`7 FEDERAL ACCESSIBILITY STANDARDS'(UFAS)AND Z IN CASE OF CONFLICTS,THE STANDARD THAT WILL PROVIDE THE GREATEST DEGREE OF ACCESSIBILITY SHALL BE COMPLIED WITH. 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