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Approved Revised Architectural Plans Recvd 2/5/2018
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WATER SHIED IN � co M OH. FAIR WEATHER WHEN THE AIR, 0M f0'-8" HIP WIDTH ROOF DECK AND MEMBRANE ARE AT TEMPE RATURE5 OF 0 2 61A-0B1� 40'F(5'G)OR HIGHER. a B-I 12 12 OR FLUSH ROOFS ALIGN B-1 FASCIAS I-jiZ till d h _ _ _GREAT _ PLATE HT 1= BREAKFAST 5. �. i t 1 1 i t i I U II ii ii ! NOTE H: O FFT !, , ! HILn NG6E-S SHLITTERS�FIXED � o AH Q i i I5RITTER TO BE HALFZI I i i i i i i `i` 'I WIDTH OF WINDOW. i ❑ Ix4 AZEK TRIM i i i t i i i i i w FTFTTTFFI FIN IST FLOOR _ I I I _ ! ! - - - - j - ! I - _ F_IN IST _ MI-1 rELEV.f0'-0" ELEV.+O' LINE OF LINE OF EXT. 6x6 P.T.POST WITH I AZEK TRIM WALL o DELI WALL o GAR SIMPSON OG52-3/6 I ALL 510B I 12" SQUARE HBd6 PEiZMA CAST I I I O Ixb AZEK TRIM BEYOND BEYOND P05T GAP ANCHOR t COLUMN W/5QUARE FLAT GAP Ix4 AZEK TRIM SIMMPSON ABT BASE S- I WALL I 4 BASE(OR E EAU - CORNER I I I I w ^ F� �'GOA) I BREAK r � IIT KITo BE PRovIDED 1^v I I I I Q I I I I I I I 0o C� V i I I I I I I I ❑ O I I I I I I 2015 IRC- 62427.8 (503.8) �I- - - - - - - - - - - - - - - - - - - - - - - - - - - - 'TJ -- - - - - - - - - - I-� — rL - - -- - - - -1 f- - - - - - -Ir - - - - - - - - - - - - -- -I- - - -I, VENTING5Y5TEMTERMINATION LOGATION: U THE VENT TERMINAL OF A DIRECT VENT APPLIANGE WITH AN - - - - - - - -� - - -- - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - -L - - - - - - - - - - - - - - - - - - - � IN'UTOFIOp00BTU PER H0URC3Kl^UORLESS SHAIJ BE L ELEVATION LOCATED AT LEA5T b'FROM ANY AIR OPENIN6 IWO AICTEND j BUILDING,AND 5UGH AN APPLIANCE NTH AN INPUT OVER IOp00 i co UM PER HOUR BUT NOT OVER 50MO BTU PER HOUR 5HALL BE r , INSTALLED WITH A g INCH VENT TERMINATION CLEARANCE,AND ~ V 14 = I-0 AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR w SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION j UNIT 2 5 ( 15 ' - 0 " PORCH) INTAKE ANGE.THE BOTTOM OF THE ASTVENT1 TERMINAL AND THE AIR INTAKE SHAM BE LOCATED AT LEAST 12'ABOVE GRADE. U SELF FLASHING 5TAN01%SEAM METAL ,T �� MODEL B (JUNIPER)- 2015 IRC- 83122.1 CHASE GAP �II� II i IN DWELLING UNT5,WHERE THE TOP OF THE SILL OF AN JI 111 E IL OPERABLE WINDOW OPENING I5 LOCATED LE55 THAN 241 6'TRIM GAP — — — — RIDGE VENT ABOVE THE FINISHED FLOOR AND 6REAT'E R THAN 72 ABOVE THE FIN15HED 6RADE OR OTHER SURFACE BELOW ON THE — — — EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: OPTIONAL WOOD 12 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE GHA5E WITH METAL C6 o � "7 t 6 TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED w - - - n � ~ GAP AND CULTURED 12 POSITION. o N N e) co INSTALL ICE t WATER SHIELD STONE VENEER 7 'FALL PRE1eMON DE VICES THAT COMPLY WITH A5TM F 2080 a N N N ch t� N PER MANUFACT ATE'R 5PEGIFIGATION5 TO MAINTAIN = -_ � _ T- -- __ _ 112 DORT� ! RELEASE THE CONTROL DEVICE ALLOWI THE WINDOW TO 12 (RE WINDOW OPEN1%COMOL DEVICE AFTER OPERATION TO LINE OF ROOF PRODUCT WARRANT'( --�--- -'��=�-�_ BEYOND® `'" '" - "'` �""-""`L-'- - RLL.Y OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING 1 _ RIDGE VENT :- -.� ... �. _-.;. -, .,. . _.a» .-. :-_..-..:.r...�..:- - BEDROOM ARFA OF THE WINDOW UNIT TO LE55 THAN 57 SQUARE FEET. APPLY ICE t WATER SHIELD IN _ RIDGE VENT FAIR WEATHER WHEN THE AIR, — — — — — RDOF DECK AND hET48RANE ARE AT TEMPERATURES OF a WIDTH z z z 0 z z z z 40'F(5'0)OR HIGHER 2 j 0 0 0 p 00 0 0 12 12 1'-O' D L m a � in U) D rs FLUSH ROOFS 9 q BI-I G 0� w it ty of w w w 4� I IxBASGIA BD. PORCH a PLATE HT- — rtn dh 8"AZCK IFRIEZE BD. M.BEDROOM 1'-4' i PLATE HT. Z I i i l i i i l i NOTE W: w J ! WG% TPE RS,WITH FIXES i i I I I I I HINGES: WIDTH OF O- M I ! ! ! I I I I I tan I ER TO 13E HALF JO �`'� m ! I ! ! I I I I BI-I ! ! ! = I I I I 0 ! ! ! ! I I I I WIDTH OF WINDOW ; C{ 2 HR 5EPERAT10N 36-8" 2'-0" v~, WALL PER UL#336 W 2 E 2'-0' 38'-8" 8'4" 14'-4" I61-0" 16'-0" 22'-8" 4'-4"M.O. 4'-8' 2'-I" 5'-T 8 5'-T' 2'-I" O 4—� o V CL Z t t FD1 ^ , 2-I 5-1 5-7 2-I 2-6 4-4 M.O. 24-2 5-4 - - ---- ry I iVM O + J 05 ti U --- - ------ ---- - —— — — — -------i P=04 C N,- I I �N?• ® ® ® ® I 7 1 U N d z n. U CAV. I GAV. I Q w "``',� y ❑ U 4'PL.SLAB WITH 6, I 4'PL. LAB WITH 6x6, ; _ ``- 10/10 NAM.OR FI f , 10/10 K ILM.OR I'll 3ERME5H MIN P51 Clow. q q i MIN. PSI Ca 6. M cm I I o FDI FDI I I a. 25c — r 2'x 100 ------, 4 SLAB SEAT 4 Q I FD1 I FD1 -J I o WINDOW O E- 11-08 }P O R I I I U Q I cv Oo N ---- 2'x 10' 12'PL.FOUNDATION 1 HD }� 4 I I I4 WITH DAMPROOFIN6 c`+ _ _ _ _ _ __ ___ _-___- SLAB SEAT I (2)2XIO P.T. I f Q m 24N 12'PL.FOOTING - - I I Q I I = - Z 10' 14'-4" (2)2X10 P.T. 23'-0"I I o i ; ===IN I f Q =_=====s=====__ __ • --- _ r ----- ----------------- , rr HD I I I i i i i E6RE55 WINDOW I I I 4 r I I I i ° i ; I oPENIN6 MAX 12'PL.F�AIVATIol4 WALL = i i I Q Ln I DIRECT VENT HEATING EQUIP. L 41 WIDE I I I I f i f WITH DAN�ROOFIN¢� t�Nu-ADPL INKE fJ FAf2 06E APPIIAWX5 JOIST SEAT. � I T. I I � i 24'x 12' 'L.FOOTI�, O 4'WIDE I I IM SHALL BE INSTALLED WITH THE TOW.ELEV= 01-I� I I I _ TOW.ELEV-01.4 I I JOIST SEAT. I I I IM aEARAN25 FROM UNPROTECTED o I c�, I I I - f i ; I ; DIRECT IAIY.F la FARAWF APPI 1 j I - ❑ I I I I I ' I I DIRECT VENT HEATIN6 EQUIP. I I Z COMBUSTIBLE MATERIALS AS ;fl I .n l u 1� ) I I I TOW ELEV= INDIGATED ON THE APPLIANGE LABEL 0 9 I I Ilam_' I I o I f i SHALL BE INSTALLED WITH THE I N AND IN THE MANUFACTURERS - _N I a� o III I I ; I I I GLEARANGE5 FROM ffROTEGTEDI I ---, L _ -i INSTALLATION IN5TRUCT10N5. c� I N I -- - I I I I I C0416TIBI E MATERIALS AS' ripplippill • «VIA STEEL - u, 0 1 I ' I I I ® I I I INDIGATED ON THE APPLIANCE L,4* I _ Elpippliq HD I ON 30'x 30'x 12 DP PG I `�' 2 1 ; i I I I I I AND IN THE MANUFAGTURER51 f I u I PROVIDE FRESH AIR INTAKE I I I f u- o TO MEGH EQUIP PER GODS FT6(UDN� I I I I I I I 3 DIA STEEL Gc� I I INSTALIJITIDN IASTRUGTIONS. I N I r o I I 4'WIDE B (- T I I I I ' B I I j ON 30'x 30'x 12- -DP�PG I I I I A i ; JOIST SEAT. � H I) I I I I I I I FT6 NA.tW I I I I I u o I TOW.ELEV= (-)I'-Ii' - B-5 I I I PROVIDE FRESH AIR INTAKE i I I N . 0 i « 10" i « i « — i « I I I I ( I I I TO MEGH EQUIP PER CODE I I I 2-0 8-5 8-5 51-5. 61-211 6-0 f I I I I I 1 1 I I I I I ,•� 11-01 I 1 ===== =�,'-6• I ; I ,'-6' ,'-6' I ' I ,'-6" I '-6' I ---� I- �-'+ W 1 DD. + 51/4"x q I/2" LOW 111- (1 D.0_ I 1 D.O. I- — D.0 C I �' {\`� i I hJI I i I— _ -J LVL GIRDER I I J I r II' II ' I tri 0. it 5 I/4'�r�t/2�tf�W -- --_------ v.&I L I _DA. I i D.o._ r 19 J Z 116 I a 1 I ) I I I ``+ I I LVL GIRDER I I I f I I —� I 111 q V 4 DA-CEMENT SLAG — — __ —_—_ I I' I / —� --- ----- L--J z::..... �-L I , L I J I J ❑ o d II •4'PL.SLAB(MIN.2500 PSI 1 I I J I I I ---- - ----j -_--- -----T --------- III B-5 II •,006 MIL.POLYE HUW v I r B — — — I I TI r- t- -{- BASEMENT SLAB I F' BARRY -1-I ----- I 4 PL.SLAB(MIN.2500 051 1 I 4 2 •TAMP e FILL TO gSAS DENSITY �I I � I I I I 1� ;�. '' 5 1-0' I I '.006 MIL.POLYET}H.@E vA ; FUI FD1 III UNFINISHED 5A5EMENT -' L o— I J III i I) — — tn I I i SD ////bA%M LINE INDICATES `� ; i BARRIER I i U 'b'-0'CEILIN6 Hf. in / I I I TAMP!FILL TO q5%DENSITY I I 4"WIDE 21-b' III 2'.-0« •fit-a)cLo��Ge15PRAY to ® � I I � � s� I I I , ® FIRST FLooR WALLS � � ,,, � I I JOIST SEAT. - - " �' c_v — L I 1 I ( I I =__ - ABOVE � ------- I IL_ *- _ '' 1 u Ut�INISF�O BASEMENT I I I-. FTI . 10 FOAMINSULALON61N51DE �n - 1 ° Ili = ���—__� 4_ __� —I=_� �- I 2 FACE OF FW.WALL5-FU Hf - _ i, r r -- _, I •8-0'GEEING HT. I TOW.EL.EV=()I I� S3 r r �i s �o Q OR DRAPED BLANKET Q o X X = — —LJ o— — — — , I I 1 /'/ I I ,/, I 1JJ ,4 r' I I •(12-13)UA`�GEl SPRAY I N III FD1 _ r I 1 /i I I 1 /i I > 1 /i II 1 1 I � O II (/) INSULATION - �y) ?� I �� /,' I I �� /,' N I /, �' I I FOAM I1r L ALAN6 INSIDE j I $� Cn I N U ALL EXP05 D HOT WATER T - 0 I I I I I I I �/ I I FACE OF END.WALLS-FU I Hf I I N Z ' PIPING AND/OR HEATING DUCTS o m I`Y' I I I 3�"DIA STEEL I I m I I OR DRAPED BLAPKET I III W N m I I I '-6' 1 " TO BE INSIAATED A5 PER N Y.S. r. GAOL"ON 30 x I I III I I WOATS I - UNEXGAV. I'-10' CODE 4 WIDE JDIST I I I I 30'x 12'DP PG I I I I I I I •ALL EV05ED HOT WATER I FD1 4'PL.SLAB WITH 6x6, 2 x 10 — — C= 1 SEAT.TA.SEAT I I 3'-b" I I I I I I PIPING AND/OR HEATING t7UGT5 I Iii U • G — 2�EF2 Ft I— — E.E/= HI'-I ' r' III FT6(UDN) i i i li i i TO BE IN5U.ATED AS PER NYS. ; i n p F1n SLAB SEAT 1 I- - - - -1 I 1 1 I I 1 1 1 I - I I ' L----------� I CODE. i I 111 « " « II o I I I I I 1 I ----- �� CDR --J --- 51-5� I I T ' Ib'-6" I 2'-0' 111 2'-b« 4 WIDE u, r MIN.3500 P51 GONG. 8 3-8 -0 6-8 6-8 -3'� — Ib-b _ JOIST SEAT. 0 31-211 I - - - I I I f I I 3 ' I �� Y.' f 4 I lo, TOW.ELEV= d�i - - - _ 11 ' I I I I I I I 7:. I I I IPI I dJ HD 5 1/4"x q 1/2" LOW _ - I o a I I ®ED up m i i i i i I Bt-5 `.� y _ �_ - I 1 4R I I I I I I p71 I =_______ ---r--------t-I--- --L------- 1 -- -- • - • LVL-6FMR- 3 10 PL.FOUNDATION WALL i I I I I I o ---, --------� --------------- WITH - ----_-- -- -- -- II • i WITH DAMPROOFIN6 ON 20'x I I r----� ------------------ `� ' DA �/ I — I I r k I r U I I 61-5 10'PL.FOOTIN6-TD.W I 51/4"x q �/ ' LOW D I-10 ()N�CGAV• 4 WIDE I I I I I 10 PL.FOUNDATION WALL JOIST SEAT. ° I I ( ELEV. =O'-0' I I WITH o i / LVL 61 I \ 2'x 10' I 4'PL.SLAB 6` a N N N ri r� ci c II I i I� I I ' TH DAMPROOFI%ON 2o'x J /_ -� I ! — -� SEAT I WITH 6x6, FDt "� � TOW ELEV=(-)I-I� 1-2" 3'�" — — _ _ = 'I IZLINE INDIGATE5 #5 CORNER REBAR5 W/ 4'-O■ I I I I ` I 10/10 WWM.OR ' o N N M �i •o • F RST FLOOR WALLS I I LEGS ® MIDPOINT OF I j I'-0" 10'PL.FOOTING-TA1^I « I I ! � I FI85FI. u, I (2)2X12 FLUSH I EL1=1/. = O-0 IS'-2' 8 I / \ 4'�• I f IL-6«I I 4'-b' r I'-9' 3'-8" I MIN.3500 P51 7FOUNDATION WALL d l-b I f 1 n I I FROM TOP d BOTTTOM. ' ■ i f f I I 3'-2' I GONG. III #5 CORNER REBAR5 W/ 4-0 I II L__ _ I I I I LE65® MIDPOINT OF UN�XGAVATED TYPICAL I FOUNDATION WALL d I'-b" --------- ----I I--- - 6ARA5E SLAB I I f I `� --,, ---____ _ • TDA ELEV. = o ( . I FROM TOP d BOTTTOM. Q I 4 PL.5lAB(MIN.3500 P51 GONG) I ,�/ I,I I I f I 0'-0' - I I REINFORCED WITH 6x6,10/10 KXM. I I I /, I I I I � I I co o I •TAMP t FILL TO 95%DENSITY I I � I � '/ I;I I I I �PDX vi z co 0 0 co n I •SLOPE 6ARA6E 5LAB D"2' _, I I 8 P.G.FOUNDATION WALT I ---- ;!I Q I j 3''►4' II0' ' JOIST SEAT. O O O 0 0 0 0 0 11 — — — — c TowARDs GARAGE DOOR o I WITH DAMPROOFIN6 ON I I I I I ;p _ I 6 a5a F —�— — l c• I ■ N I i Ib'x b' OP P.G. FOOTIN6 i Q ; I - '--� o n I I TOl^L ELEV=(-JI-I} > > 8 P.G. FOUNDATION WALL I I f r Of Of w w L ✓— —� J I - - I I WITH DAMPROOFIN6 ON I I I I ; I TA1^L _` W - - - - - - - - - - - -L ' O _ 'll o -I Id o I Ib'X 8 DP P.G.FOOTING I a I I 11 ILI -� II - UNEXCAVATED TYPICAL TA1�.�. _ I I Q 10" b'-q" 6'-q" -�" N 8" 17'-10" i 6A PL.5LAB�3500 P51 CON,) 0'-0" i i I i ii c N 2 I REINFORCE WITH 6x6,10/10 W.H.M. IF III f r I I I TAMP s FILL To De�ITr ' �- n r. .-__. D.O. 5 1/4'X q 1 " LOW I D.o. 4 5LOPE 6ARA6E SLAB DOWN 2 I I L— I-2 i t Ill' LVL 61 RDI 1 TOWARDS 6ARA6E DOOR I I I I f I I I I n F L _ I L_ _ I i o I J Fw-2 I - -��; ; r 1 4 6-EL? E� 201 . M.BEAM POCKET ( TOP OF WALL I I I I �5 I/4'x q l L I I _ u -. ®. I W 4 1 WRAP ENDS OF GDR __ DN= -1'-2" I — —{—$- -I- I�i6--�-- — I I �I s' n •`', .'•11 g c� fvlW/ALUMINUM AT TAW E1 EV. = I j f J L - -Jl-VL 61 I I I I I I J i� ' ' III I -J' HEl (I I I I N m o-0I 4 I r--1 �-1 0 POCKET OR PROVIDE 5 I I - _ ___i,_-- T__-----_.L_J_ � 1/2' AIR SPACE ALL �, FD1 I -- ---- - -., .: .r • TOP OF WALL FDI I ITYP.BEAM POCKET ° t �•: ,.x "' O U w SIDES I I I I I I �.. r N 1 j ON= -I-2 I q'-b« I i II WRAP ENDS OF GDR W/ W a �w° • .k ' ~ c=i o FD1 0 4 I 4 3 Y I I I u ALUMINUM AT POCKET Z ry 1 I I I I III E^."" 0"^.,aF w. `3"a I". ^;"-v (� 10'PL.FOUNDATION WALL I III lippippil OR PROVIDE I/2 AIR I"' �r �,��1 .; � (... « - . . . I I I IIf 4 WITH DAMPROOFIN6 ON 20 x o I I I A13 A13 A131I i � � I SPADE ALL SIDES � '' 10w if 'PL. -TDA C I 3 '110, t� `'� 0m s� I,Tire,Oil ,1� w Q i II nl ry ry • _____- 10" 15'4" 10" a� A FD1 HD i i Iii �a�'� I C ❑ au --- II I JOIST SEAT. FD1 I I 4 WIDE I I / C . TOW.ELEV= (-)I-Ii 1 r J015T SEAT.- - 10" I I 10'-4" Iii 10" l.J� O m TOW.EL.EV-()I Ii I I I Z ' • _ _ _ _ B I I III B k � o HD o HO B-5 I I B-5 . . � o 0 I L J AmNk — HD HD W E ''E!� 9 161-01 M.O. I'-b" I'-8" Ib'-0"M.O. LINE OF BRKFST AREA FRONT WALL 6 UNIT 25 1T-0" 4'-0" Iq'-0' 15'-8' q'-4' 12'-0' UNITS 2 5 (MODEL B Y z 'r -� HD= HOLD DOWN j ._�� 401-0" 40'-0" I :. OF 3 .•i 0 O�`� & 26 (MODEL B - 1 A� ANGHORBOLTS. FOUNDATION PLAN FOUNDATION PLAN :......_. w .....:..................:: 6ARA6E SIMPSON JOB NUMBER STRONG WALL5 1�4��=1�-��� 1/4"=1'-off GENERAL. CONTRACTORS AND SUBCANTRAGTORS TO REVIEW UNIT 2 6 w 2016023 MULTIPLE LVL GIRDER GONNEGTION5: MESE GONSTRUGTION DG><.UMENTS UPON RECEIPT FROM I ( 15TDUET CLUSTER CO SHEET NUMBER ARGHITEGT AND REPORT ANY AND ALL DISGREPANGIE5 2HR �� UNIT 2 5PORCH Q FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT INCLUDING ANY DIMENSIONAL GONFLIGT5, IMMEDIATLEY'TO I KA PER UL a TOGETHER w/ I/2 BOLTS ® 2-0 O.G., 2 MIN, ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO MODEL B - 1 (INKBERRY) � I Q FROM TOP 4 BOTTOM, 4 MIN. 4 FROM EN05 CONSTRUCTION. DO NOT 56ALE DRAWINGS. DIMEN51ON5 SHALL FOUNDATION PLAN - MODEL B UNIPERU) 2 BE CALCULATED AND NEPER SCALED UNLESS OTHERWISE NOTED. i o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 3b'-6" co 21-0II bxb P.T.P05T WITH 51MP50N Z W 5652-3/b P05T GAP ANCHOR t B-5 FW I W 51MP50N ABUbb P05T BASE ION 5QUARE HB46 PERMA CAST bxb P.T.POST WITH SIKP50N - - - no _ - (3)2XB-RT,_rvIFDER_ $ (TYP`-ALL GaIM) BG52-3/6 P05T GAP ANCHOR t COLUMN#46382 W/SQUARE �2 HR SEPERATEON 1MPSON ABUbb POST BASE I � 10 5QUARE H516 PERMA U ASOR m FLAT GAP t BE EQUAL) 5 WALL PER UL 0336 YP ALL COLUMNS) I ! I CAST COLUMN#46382 W/ 0 U 4I 2XB•�.T,-€pz -CORNER COLUMN TO BE 4" I I SQUARE FLAT GAP V 10.. .., 0 N PROVIDED W/SPLIT KIT BRNRLUm22 CORNERCOLUMNTO BE 0wo PROVIDED W/SPLIT KIT U "�'� *6 GOVERED ALIGN TOP OF 4 4" I 4 COVERED PORCH N>: TRAN5OM5 F- rn Q 8-0 PORGH b'-4N FW 4-5 3-q l-6 7-6 I m T-4' 8'-0" ( U V r- 41-5N 1f;Z01111 IL 1 N I N I N 1 H 1 N I N 1 N I N ° 4 (3)2816 TR (2)3010 TRLo (3)30 TR ( ' I 4 O Q w 7.c M o g016 TR (3) DHS N WINDOW (3) DH ' I i "-' U tn 6080 .6L. OR W/ ?I (2) DH I ❑ = M co la N i Iq 12 __ _ _ (2) 18 DELIGHTS DI I - - - - I DI _g ICI DI y z cn - - � I �,;;.�� ��� 12 Iq 1 (2)301 TR H �- -I•-. Hp DI (� DI MR RED 6U - -I - - - r�-- - I ICI 6080 .6L.DR W/ a b --L U 71 F - tom- I pl (2) 18" DELIGHTS I i r 2016 TR 525'x11?/b'LVLHDR - " �-- r -i, ter - ry r ;i - � F - - - 1r - - � - - - - - HIP ��- - -�� 11 cv 2052 DH - - -" - L_ ..LII- IT`, w F 4 % a 21 G e - 525.11�'LVLFDR I _� Jc_q DI GormNuouS (2)2X10 HDR a :o )2X8 Frog IS" 5L DN b' 18" Z / ,525'x II 1/b"LVL HDR _I- e Q N be / I ' ' N :fl 525. II /b'LVL HDR 15-0 D-0 4 r - - -- - - ! - 2416 TR ~ 10'-4" Pr. I I - - - - S NDI =R I -T 2452 DH n U PR -FAB I ' I 21 NO FI GE I II'-0'CEILING `r 1 - I 11'-0' SOFFIT I I 01 U F- LIVING AREA I BREAKFAST AREA Fw-2 I I I I q o u, I q-0 GEILIN6 WC I I I r U TBIP 6L DR5 I 4 BEDROOM #2/ © bol VANITY W/ I I I o 15M HEARTH I OPT. DEN OPT.TO 72 I I2'-0'STEP GEIL - i ! I PRE-FABRA u � - wour To I MASTER I I FIREPLACE m 201b TR 2'-0" I I OPT. `" MASTER i BEDROOM I � LIVING]ROOM zm N 2052 DH -� I �' I I I I 4 ❑ Qji � . B o b-0 HD HT I I BATH I I N . TEMP 6L DRS ■ J 2'-0" I I'-0' I 7-10' 4" 14'-0" 4 1510 b w P� 12'-0"STEP GEILIN6 I GREAT ROOM I II DW I II'-0Ow G LING e 2X4 KNEE O" q' 14'-0" a'-3" I 4' I RAISED HEARTH KITG N ® 'H16H W/GAP ® � GL. A L - - - - -- - - - - - J I 2416 TR g A F■--� ~f 2452 DH F b" I 16'-4" I I 3'-0II 41-0N oo loo 4■ 3'-b' 4" b'-0" Q B-5 `{" 60 34 P ,� I GATFE 4AL GEIL Q I I 0 S'-0"FD HT ENERGY -�� (2)28Ib TR I I l z /4 2'l ®� Z,, �8 GREATI ROOM 1. ENERGY CODE STANDARD: PRESCRIPTNE PATH AND ALL SECTIONS OF ENERGY CODE AS (2)2852 DH I l I - u, q'-0'GEILIN6 _ _ _ = I L-_ w EY APPLY TO ENERGY CODE ARE BEING F OWED 0 b'-0'HD HT L J o I I ATHROOM G' 2.ALL W M THE 2015 INTERNATIONAL ENERGY I- -1 I CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE t2' SQUARE HBt 6 I I I DINING AREA I ©EF LN '� m ®sD 221X 30"Arn ®5D I I I m I m PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY DERMA CAST COLUMN I I I I I (4)2x4 AGGE55 HATCH � I I g ❑ EFFICIENCY REQUIRED BY THIS CODE. W/SQUARE FLAT GAP 21 'G RFF POST - nil WC I O 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A � t BASE(OR EQUAL) - 2 2'-0" Dl -�,� o `r I CORNER COLUMN TO WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CI7tTIFlCATE SHALL COMPLY � / ® � `�' I ( WITH IRC 111101.14. BE PROVIDED W/ - - - - - / 5D - 411, ti ,y I I 1 (2)3016 TR ( , m N I n 1 „ M H " 4 ■ (2)3052 DH �.,/ SPLIT KIT �- - - - -� N 4 3 8 I IO 4 b 2-0 _ D � i I I I . 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE W6ITHERSTRIPPED AND INSULATED TO LEVEL - e b" II'2" 4" 21-0" 4" 3'-4' 6 5' b" N0� q'-0III,'GEIL 9'-0'GEIL� T-Ol GEIL 0 8-0HD HT EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. HD LL, a D I I D I N I NO AREAF- 5.INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHAM BE 1q ■ WIGL LWIGL WIGL Q 2-0 DN 14R 4" 5'-b' 4" L �'- 6' 6'-b' 4" 4'2' 4I 14'-b' 6"Ril- 1? 24-INSTALLED IN ACOORDAN(� WfIH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE �� D) I � I 4 I REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL m (3) 2x6 FSR i I II'-0'CEILING 0 �� '-0'CEILING '- m <_ J q'-0'GEIL �r ! 'v F- COMPONENTS AND VERIFY COMPLIANCE 4 3080 EXT INSIA.DR �D GOVERE FOYER ti LAV. WCC q'-0' EIL w v AL WRY - I I I xb P.T.POST WITH (2) 12' R V I Coll, �- -j 51MP5ON BG52-3/b 4 w 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS a PORCH LAU D Y ®w THAN OR EQUAI TO 3 ACH50 IN CZ4A, 5, sA TESTING sFIALL BE CONDUCTED BY AN 4 51DELI6HT5 19 I 4'-6' ® ti GL. ©� ,r, NOTE,Y,= 4 I 2-° POST GAP AIJGFIOR t APPROVED THIRD PARTY. u`Ai m D1 3'-4" 50 .2� NOTE 'S': `r 'S 1- m I _ P05T BA`,51 E(EYP 0 _ G02 UP IR :o in 31/2.II /8'LOW LVL HDR HD 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM HD \ n (4)2x6 - - - Ile _ LT __ __ ALL GOLt1MN5) 0 OF R-8 AT Y OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN Y IN a POST - - - - - -- - -- - 6 DIAMETER. `cgs Q '� 2'-0" 2-4- Q e 4' 3'-2" 4" 3'-4" b° 7'-0" 611 4'-0" 4" -2" 4" ! 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SWILL BE SEALED. :0 1 , " bxb P.T.POST WITH _� ° - - 2868 INSUL DR- 22'X 30'ATT1G q■ 6"(12-2U BATES COVERE 3080 EXT INSUL DR UP IR q-0 GEIL 12-0GEIL 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY SIMP50N 5652-3/ . �� _ 1z 45 MIN.FIRE AGGE55 HATGH B TH ti FOYER �= u' - - - RATED W/5HF , , 4. - 6„ I •fl 3=2' 4" 7'-b' b" 3'-411 AN APPROVED THIRD PARTY. P05T GAP ANCHOR SFw�PAN ti ©� ' ®5D PORCHIW/(2) 12 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. tSIMPSON ABUbb © q'-0' ILIN6 GLo51NG DEVICE1,L4' 13 3 4 7 5 .4 POST BASE(TYP- L- -I o TEMP 6L PRTN 101MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR ALL��) � I t DOOR 50 WI L <55F DEGREES SHALL BE INSULATED I I ( �� - - - 45MIN FIRE �° }� ( w ^ ^ ^ WITH R-3 MINIMUM. (3)2810 TR l l q -0■ 4^ 41-0II 411 b'-10" b" L �� e ¢ N N N ri n ni o 6' RATED W/SELF 3 I .II 7 8' F- "' c ^ ^ ^ 11. MECHANICAL VENTILATION SHAM MEET THE REQUIREMENTS OF THE IRC/IMC l0 V-01 3)�pH I 10'-0' ILIN6 TWO GAR GARAGE GL 4 I - - -1z ICI 12��ARE HB46 0 N N M M 12EQUIPMENT SIZING - PER RCCA MANUAL S, BASED ON LOAD CALCULATED PER ACOA ( ) r Er ©EF MA TER q'-0'CEILIN6 •4'PSG.SLAB(MIN.3500 P51 COW,) N 1 N *- REINFORCED WITH bxb 10/10 W.WM. 4 I'-0 4 1 DI 1 N (COLUMN W/5QUARE MANUAL J As FRONDED BY A THIRD PARTY HERS RATER. I I I -) BATH OOM WIGL b (R-21)BATES .SLOPE 6ARA6E 5L.A13 Down 2' o TWO GAR GARAGE 6 (12-21)BATES b-4 -`E 6 -2 FLAT GAP t BASE 1311WNG - A MINIMUM OF 75X OF PERMANENTLY INSTALLED FIXTURES MUST HAVE �© x WC TOWARD5 6ARA6E DOOR �`+ 1 •4'P.G.5iAB(MIN.3500 P51 COAG) 4066 BI-PASS ®� -I-, (OR EQUAL) GODUMN TO Iz HIGH-EFFICIENCY LAMPS. LA LA S •r TYPE X'6YP BD ON 6ARA6E REIIFORCEiD WITH bxb,IOAO KAM. � 14 AI L WAC, PLUMBING AND ELECTRICAL SYSTEMS SWILL MEET THE IRC CFAFTER 11 12 WALLS E CEILING Fw-2 •SLOPE 6ARA6E SLAB D"2' ® 1 BE PROVIDED W/ ENERGY EFFICIENCY INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY DI - - - - o •}'TYPE'X'GYP BD ON INT OF LMH6 o TOWARDS GARAGE DOOR 4 L--J r-t SPLIT KIT _ _ _ _ SPACE COMMON WALLS TO 6ARA6E or TYPE'X'GYP BD ON emmE � i � ® � co CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR - TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF 2010 Q ,WALLS t CEILING o0 00 Zo i i o o O o 0 0 0 THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR 0 8-0HD HT SPACE COMMON WALL5 TO 6AIRA6E - I I I > - - - - > > . - -ry TYPE X'6YP BD ON INT OF LMN6 rz ! 10-0 IL to 3010 TR N Q 0 0 c UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR -' 20500H 1 1 Io-o GEIL I KITG N L J G � W M W M a M IL CC 3030 BUILDING DEPARTMENT. L_611 R I I 4" 41-2" b" Ib'-0' 4" DE BEDROOM #2 I r 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SWILL COMPLY WITH IECC 2015. Iq I o UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH I I l 2x6 HDR DI I 4" 16-2" be THIS 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH I I 4 SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 II'-0'STEP CEILING I 4 :a l (REF i - IbC7O OH DR CONTROL SYSTEMS. 17 EXTERIORWAL.L/FLOOR/CEIUNG JOISTS SHALL BE AIR SEALED AND INSULATED IN o 21-011 I � MASTER I a _ _ - , _ - _ a °D11 6' b'-10" b" II'-0'I DI Z l - BEDROOM I HD 51/4x I6 LVL HDR HD I L11 ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. i 12' 20 -0" bll 2' 2'-0" I'-6" I6'-0"920. 16010 OH DR - - - e DI m ry 1830 DH D/21 20 5 1/4'x Ib'LVL.HDR - HD CATFEL*AL IL I L J (3)2810 TR J . s o 0 7-0 HD Di V1 4 BREAKF 5T AREA I- 1 e b'-0'HD HT j Y 2015 ARG- 624718 (5038) o2010 TR b HT Y I I - (2)2X10'Frog I I l I I 0)2850 DH - -_ r- . _ W w VENTING 5Y5TEM TERMINATION LOCATION: 2050 DH I I A F/21 F/21 HD r I b I I �+ �Iqf'n ' z 0 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT L - - _ JL -- I _.. OF 10,000 BTU PER HOUR C3KINU OR LE%SHALL BE L.OGATED AT LEAST c� - - - B-5 DI L � � +' 1 6 FROM ANY AIR OPENING INTO A BUILDIN6,AND SUCH AN APPLIANCE WITH Q 4 FW I'-6' I6'-0"12,0. 4'-I I' 4'-5" b" I I'I " 6" Fl-B ® `T 2018 AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER m (2)2X6 HDR `fl `V (2)2X6 Frog 7 I I L...- .,,..-: n-.... , HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION GLEARANGE, B (2)3010 TR - i I B `" :r 1 N � Inll�.ul.l: ,V..r� ❑ AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE 0 e DI I-0 7 � yry AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE - - - - 0 8'-0'HD NT F, , . VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' a? L _ _ J L _ _ J ( (2I 3050 DH (3)2XE+M ABOVE GRADE. - ICI 3010 TR 3010 TR ICI t c� DI 05'-01FroHT 0b'-0'HDHT DI � 19 � � _ fir - - 1']F- __1 � 4'-0" 3050 DH ab" 3050 DH 4'-011 ! L__ J L_J L_ z m DI w LINE OF BRIT-ST (3)2810 TR 1q ." AREA FRONT WALL N „ 4 1 1 NI 0 V-0'Fro HT I " 12 D1 a �` Z v 2015 I RG- R3122.1 o UNIT 25 III-OR 41-011 1 b 10 Fw 18-6 a-4: 12-0 - � -~ (D o o IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW 4■ OPENING 15 LOGATED LE%THAN 24"ABOVE THE FINISHED FLOOR AND 3q'-10" FW 3a'-10" � {���M� w��� ��� W 6REATER THAN 12'ABOVE THE FIN15HE D 6RADE OR OTHER 5URFAGE MDH 'e�P A�2�" g' F, 0 S1 E I -Z ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY �2 HR SEPERAT1oN ��.Z'L;��v � ��,� �' 0-1.,�.L� U Cj� WITH ONE OF THE FOLLOWING: I o t F. WALL PER,E A-no �- doe T C' 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPFERE TO PA55 C y FIRST FLOOR PLAN FIRST FLOOR PLAN �� °wp ti� '�, :: TFIROU6H THE OPBdIN6 111 ITS LAT26E5T OPENED POSITION. UNIT 2 6 UNIT 2 5 PREVENTION 1/4"-1'-0" E 1%: �I� hdlg t s '" m 0 : ME WINDOW OPMINC7 CONTROLDIE A� TION TO RR-FOSE THE 1/411-11-0" LIVINC-7 �4REA= I,�gof 50. FT. LIVIN67 AREA= 1,5Qq 50. FT. -�- � v FM)CE DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT B ! GARAGE AREA- 380 50. FT. <" ( J �� oREDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN MODEL B - 1 INKBERRY GARAGE AREA= 3��1 50. FT. 1 MODEL UNIPER) _ �� ❑ 5.7 SQUARE FEET. COVERED PORCH AREA= Ig2 50. FT. I COVERED PORCH AREA- 241 50. FT. ---- _ ,` " B NUMB ONE CARBON MONOXIDE ALARM IN NEW NOTE "5": =EXHAUST FAN: GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW I 2016023 OFE AND TWO-FAMILY OffilIN65, STAIR MANUFAGTURER TO DE516N HD= HOLD DOWN 50 CFM INTERMITTENT OR THE5E CONSTRUCTION DOGUMENT5 UPON RECEIPT FROM DUET CLUSTER W T�AND DWELLIN6 UNITS IN NOTE. 5TAIR5 TO MEET ALL APPLICABLE MULTIPLE LVL 61RDER GONNEGTION5• © 20 GFM GONTINUOU5 NOTE "V": ARCHITECT AND REPORT ANY AND ALL 015GREPANGIE5 UNITS 2 5 (MODEL B Q SHEET NUMBER GROUP R-2 BUILDIN%(CONDOS t 'ALL DRYERS TO BE VENTED co-OP5)AND UNITS o�FOR S&E, ALL WINDOW5 5HALL BE GODE5 AND TO REPORT ANY FOR ALL MULTIPLE LVL 6IRDER5, LA6 BOLT TO OUTSIDE AIR PER GORE INGLUDING ANY DIMEN51ONAL GONFLIGT5, IMMEDIATLEY TO a IN THE IMMEDIATE VICINITY of ANDERSEN 200 SERIES DISGREPENGIES AND GONFLIGTS TO TOGETHER W/ I/2" BOLTS 2'-0" O.G. 2" MIN, Got ! ALL.WA5F�TO BE ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO BE WDOM5,ON THE LOWEST FLOOR THE ARCHITECT PRIOR TO 5TAIR ©° X1DE PROM D WITH DRAIN PANS GON5TRZTION. DO NOT 5GALE DRAWIN65. DIMEN51ON5 5HALL I - 1 FIRST FLOOR PLAN 0 -- LEVEL CONTAINING BEDROOMS. 6LAZIN6 FROM TOP 4 BOTTOM, 4 MIN. 4 FROM ENDS & 2 6 (MODEL B 1 ::1 FABRIGATION. BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W SMOKE DETECTOR ! 0 COP'(RIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I Ib'-O'CABLE HIDTH co ^ } ~ `iI IN5TALL ICE 4 HAT13L SMELD PER MANLFA6TU4ZBt5 IS'-0' HIP WIDTH - SPEGIFICW10%TO MAINTAIN PRODUCT APPLY ICE t HATER 5HIE D IN FAIR HEATHER HHEN THE AIR,ROOF DECK r , AND hE!"IEN •E ARE AT TEMPERATURE5 OF 40'F f5'GJ OR H16FER I I �2 FR 5E1�RATION i� I Z s P Saj6ill� NOVICE L _ L J I Pet 6 I I I O = 1 ;OT II I Nr 11 1-0, PL HT. 1 I i i 1 � ,.,.,, o H5 STRS eL 16M v 7 I I'-O'Pl HT. I II A + 12' F�HT. I I(Dl e4 V 4E) F3 LoC MNlou�KkL SHFJATHINB TO II Hl. I /.o ' I I'-0' PL HT. 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I COMBINATIONS USING ALLOWIABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE I I I 1 L -� ROOF TF4r-6 // /% 1 �" O ROOF TRUSSES SFNAt1 BE DESIGNED FOR THE Fot1oWIMG LOAD I I /. O m 10'-0" PL HT. I 1 61RDER5 MOM /// jl /./j//j// 1 111 I J o 1 ti05.3.1 BASIC LOAD COMBINATIONS uslrc ALLOWABLE STRESS DESIGN: I I DORMER HALLS // /. .//, i/ - - - - - - - - - - - - - - - - 12 I ( W � . D (EQUATIONi6-8) + 12'HEELHT. _ I /. / / _ _- - - - - - - - -- - - -- - = 1111 0 6i D + L (EQUATION 16-9) 1 I ( 10'-0' PL HT. % a 1 1 12 Lu _ D + S (EQUATION 16-10) I I I I + 12" HEEL HT. �'? 1 I a 10'-0' PL HT. Z 0 D + .6W (EQUATION 16-12) I _ - -- - _ --L + 12' FAL HT. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 2,-0' 1 12 12 1 2'-0" FLA5GIAS 13' - - - � _�- -1 r 1 IIII W O 4 D = OFJ1D LOAD, L = LAVE LOAD, S = SNOW LOAD, W - LOAD DUE TO WIND PRESSURE MIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 2-0 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. �• I I a a I I OH. II'-0' PL HT. I OH. �� e- L � o o ROOF TRUSSES sNw.L BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 1 + 12' HEEL HT � 4� I 1 TCLL- 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 I 1 10'-0" PL HT. 10'-0' PL HT. 2'-0' 1 I "R' 1 II I 2'-0' ❑ PSF, BCLL=10PSF,AND BCDI. = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. " + 12" HEEL HT. B OH. I 12 I B � 1 L - - - - - - _ - - - _ J 1 + 12 HEEL HT. TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L,/360 OR .75. L- — — ==— — —— — — ==— — -� a B-5 L A B-5 I � � TRUSS DESIGN DRAWING SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESA DRAWINGS SHALL INCLUDE THE Q 1 =e = � B-5 I 1 I--- -� CQ FOLLOWING INFORMATION: tp 2 HR 5EPERATTON I0'-0' PL HT. - -� = = - -�- -- J J 1. DEPTH, SLOPE (IF MAY), SPAN.AND SPACING. HALL PER UL X336 ! + 12" HEEL.HT. Z � � < 2. LOCATION OF AL JOINTS. - C7 3. REQUIRED BEARING WIDTHS. �x„..Q V5 ... ........... .......... 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. krrii W 4.2. TDP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOA). ', " T . Ilk 1, Do !R7 4.4. BOTTOM CHORD DEAD LOAD. ROOF PLAN ROOF PLAN l cJ�rG U,9 4.5. CONCENTRATED LOADS 4.6. CONTROLLING WIND LOADS. ��_ ,_ �� 1/4"=1 -Q `I %�- .. .. .. _,_..':' ..... I, s G ". AND THEIR POINTS OF APPLICATION. , �� 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE 1/4 -1 O ' s. EACH REACTION FORCE AND DIRECTION. � ,�l}, � ������.�"v,a s°,; 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THMESS OR GATE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMELRIC/ILLY :� 4 �,� G !' FED f� 5 2018 m —1 LUMBER RELATIVE THE JOINT INTERFACE USE 20 GA MM THICKNESS A GALVANIZED STEEL PLATES. UNIT 2 UNIT 2 5 I ._. �� �N OF , 8. LUMBER SIZE, SPECIES ANID GRADE FOR EACH MEMBER. 6 9. CONNECTION REQUIREMENTS FOR TRUSS To GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. I _ 10. DEFLECTION RATiO FOR LIVE AND TOTAL LOAD. >`��T �' ^ D ❑ O Q- 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Op 12. REQUIRED PERMANENT TRUSS MEMBER BIKING LOCATIONS. B (JUNIPER) ^ BERRY MODEL •::•:::;•::•::•::;:�::•:::•:::•::;•::�:�: AREA OF ONE ROOF MODEL � �NG PRACTICE THE DESIGN MND MANUFACTURE OF META_-PLATE-CONNECTED WOOD TRUSSES SHA L �I 1�► TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED .f: BUILT OVER ANOTHER ����� -•��, OB NUMBER COMPLY WiTH ANSI/TPI i. THE TRUSS DESIGN DRAWING SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL EN MNEER IN THE STATE OF NEW YORK. • ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVE W4GS, AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. • TRUSSES SWILL BE FABRICATED IN ACCORDANCE WiTH THE TRUSS SHOP DRAWING FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXNRES DURING ASSEMBLY ._. 201 6 RyG TO I'LSLIRE TIGHT FEELING JOINTS. • TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR Is RESPONSIBLE FOR THE MEANS AND GUTTERS LEADERS INSTALL TGE AND NOTE 0: NOTE 5: METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ,� NOTE R: Q SHEET NUMBER BE BAKED WHITE ALUMINUM .032 MIN. GAUGE, -ENGINEEREDUNITSDUET CLUST E . IM SAFETY INFORMATION eGsl GUIDE To cboD PRACTICE FOR ALL GUTTERS i LEADERS SHALL WATER SHIELD PER PRE-ENGINEERED PRE PRE-ENGINEERED 2 5 MODEL B =LATERAL STABILITY II ACCORDANCE WITH AX;EPtED IdDSTRY PRACTICE SUCFI AS THE SBCA BUILDING COMPON ( ) HANDLING, WALLING & BRACING OF META_ PLATE CONNECTED WOOD TRUSSES. 6UTTER5 5HALL BE 5" 5EAMLE55, 0.6. 5TYLE W/ ALL RELATED t REQUIRED MANUFAGTURE'5 OVERLAY ROOF 5G155OR ROOF ROOF TRU55E5 ® 24" °- r PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ON TRUSS DRAWINGS „ u Z S TRUSS MEMBERS SEAL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONA AGGE55ORIE5. 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FD q Z Z Z Z Z Fn Fn U) to � 5'-0' Di21 COMM5)1314'(W WL HDR Dn 01 27-2' q'-0' 13'-0' O 00 O 50 DI I �ii �il Cu _ _ DESIGN IST®• U356 I'b' 10'-0' 1'-b' 1'-O' 1'-0' 5'-0' 2'2' 8'-0'RA. I'-10' 8'-O"RA. 2'2' ,2• W . I WALL RATING- I HR. 13 w 22 2' >� I POW RATTED EXTERIOR A e FINISH RATING-23 MIN. o BEARING WALL '�' 54`2• ASSEMBLY- SEE DETAIL: b a A{7 A 12'-0'BREEZEWAYOil a ? Ali i kM Z gigr LL) UNIT 78 y } UNIT 7 7 ,. :: � _j w w MODEL A (LAUREL) Ih o MODEL A (LAUREL) ,�� :, Z o o FIRST FLOOR PLAN FIRST FLOOR PLAN w 3/16"=1'-0" LIVING AREA= 1,62q 50. FT. 3/16"=l'-O" 1)^ ._._'.'_ ` ,^ �, L HXD STIRS- NOW 2 BY 4 IN.SPACED 16 EN oc WITH TTiD 2 BY 4 IN TOP AHD ONE 2 BY 4 IN.BOTTOM PLATES.57LD5 I l'' i!; LATERALLY-BRACIED BY MOOD STIMTURAL Me SHEATI N6(ETeN 5).WHEN MINERAL AND FM BOARDS4"5A)ARE LIVING AREA- 12q 50. FT. I'�ti! CONSIDERED MACINS c I STOPPED AT o AHD BOTTOM o WALL TIE LOAD iS RF51R1GT®To 7fJAS OF ALLOWABLE A)OAL LOAD.HNJS HEGTiVH Y FE E ❑ V J GARAGE AREA= 442 50. FT. GARAGE AREA= - 442 50. FT. I 1� F EQ 2 U' ;" 2 0" 6DWAV* +T-oaAMMED 1-1/6N.alis WITH V4 HM�► Y MD HARM To SnM Mo W w PLAres i = GOVERED PORCH AREA= 2,51 50. FT. iv „J COVERED PORGH AREA= 281 50. FT. 1 a J"n AMD WAMW-ANar SHOW-WALLBOARD JOINTS COVERED WITH TAPE AND JOINT C0MPaM NAL HEADS covH>zaD P __.....,. _-.. WITH JOINT GOMf'CIRD. A BAM AMD KANMT•J•-MINERAL FTSE R OR&ASS FIBBt INSLLATIOR 5-"IN.TWX,PRES611RE FIT TO M1 WALL GAVIT115 C7 � m aerr N STWS AHD PLATPS�MINERAL FEE R INSULATION TO BE tWAC3D AND TO HAVE A MN D9F.�iIY OF 3 PCF.6LA SS FOR Z ..�,._ WAATION TO EIE)ACED WITH AIM M FOL OR KRAFT PAPER AND TO HAVE A MN D9L51TY CIF OA PGF(ffl R-0 TFEMAL, S.WOOD SiRNlGTI k PAM 2INMTNN6-MN lAb IN.THICK,4 FT WIDE WOOD STRUGTI M PA 3A MN GRADE t-V OR 51EAE#W, z INSTALLED WITH LONG DIMNSM OF�T(5Ti1E.i16TH AxW OR FACE SPAIN OF PLYWOOD PARALLEL WITH OR PERPENOMAR To C7 0 0 u STUDS;VBRTTCAL Jo"C9NTE3Tt37 ON SiW5 HORIZONTAL JOINTS BAC®WITH NOW 2 UY 4 N.WOOD EL.OGKW ATTACHED TO ........................................................ • •W} SMS ON flfi13R10R SiDE OF WALL WiTH 60 CN3 HNt GOA11D BOX HAILS SPACED N OG AT P9R1hET13N OF PA}EIS AND 12111 OG i."bFb� G,' F-,'.tV E. !� ALONG INTERIOR 57LM LLI 2015 ERG-R3122.1 j COMM FACOM-INSTALLED IN ALCORDACE WITH THE MA1>FAG7";5 INSTALLATION NSTFN11GT06 ONE OF THE FOLIVAM � Exrr3zloR FAC.NB' 15 TO BE APPLE®OVER THE 5FfJ11NRN5. V G\S R Ep,qR C,WOW STPD MA,PA EL OR LAP SONS-APA RATTED SDIN6, C N DWBIMN6 UNTT5,MN3RE 11NE TOP OF THE SILL.OF AN OPERABIF WINDOW OP9NIN6 5 LOCATED LE56 THAN 24'ABOVE THE FMED FLOOR MND SREATER THAN 12'ABOVE THE I FACES AND STiWn RA.WOOD G0M PER PS I OR APA SUHDARD PRP-106 WALL 6 TFM�WJaH SAWINGP Ft1>�D@STEY r/ E tt W g•'4 O F 6'i 0� i o1 '�,.(� OVeaJ1Y,BRU51�,6ROO1A3D AND LAP SIDING. W y� m FINISHED SPADE OR OnE3't SURFACE BELOW ON THE EXTHtIOR OF lHE BUILDING,THE ria m -I OPBtABIP WINDOW 5HA1 COMPLY WITH ONE OF THE FOLLOWHI6. K L�\ �\ Q ..-. , •OP9EHIB5 THAT WILL NOT ALLEN A 4 MGFI DIIJETHt SPHERE TO PA56 THROUGH 11E �,•; G J 1�V1 D PJO�� U. IS (N GOI" OI.IAI YNTH F�RESI�JTI�iE�RATIi {J"ANSIAA.2G3 AS P��R3O� K LTIPLE LVL 61RDER C�ONNEGTIONS: oPeNINs N lrs LARGEST OPENED Po51TloHl NOTE Y''V': •FALL PF&%"ION DEVICES THAT COMPLY WITH A5TH4 F 2090 1 m r FOR ALL K)LTIPLE LVL 61RDER5,LA6 BOLT •ALL DRYERS TO BE VDITE3D (ITE WINDOW OP91N6 CONTROL MACE AFTER OPERATION TO RELEASE nE coNTROL t """" '-` ❑ �� `_ T06ETHER W/1/2" BOLTS 0 2'-0"OL.,2" MIN, To 011517E AIR PER GODS DBv10E ALLOWING THE WINDOW TO F O L 156 T AN%ALL51 NOT REDUCE THE NET QEA2 N FROM TOP # BOTTOM, d MIN. 4' FROM END5 •P OVVIDED WITH MAiSHER TO PARS O�HD�A�1HE WIiOOFi XT TO LEb THAN 5.7 SGNWRE T$T v ONE HOUR. RATED EXTERIOR 1 �' e- �. ............ % WALL RESISTIVE ASSEMBLY NU A- 30160' 23 ��' GENERAL GONTRAGTORS AND SUBGOIHI'RAGTORS TO 2015 IEGG SECTION R 4033: 2015 IRU 624278(503b) SUPPLY AND RETURN DZT5 IN ATTICS SHALL 13E INSULATED TO A MIN.R-8 2015 IECC 5ECTiON R 402.4.12: VENTING SYSTEM TERMINATION LOCATION u j PROVIDE SPRAY HD= HOLD DOWN _EXHAUST FNr�E144T7E r oR REVIEW THESE GONSTRUGTION DOGUMt£3df5 UPON RECEIPT THE vENr TezMiNAI of A DIRECT VEST APPLIANCE WITH AN NPUf fA AND INS 15 OUTSIDE THE FOR ENVELOP SHOULD BE MIN.R-6. AN APPROVED RATER TO DUET CLUSTER Q SHEET NUMBER FOAM INSULATION IN ALL WINDOWS SHALL BE STAIR MANUFACTURER TO DESIGN STAIRS TO ® 20 GFMN GONnN�a1s FROM ARCHITECT AND REPORT ANY AND All of IOpOo BTi)PER HOLR C�KW OR LL�i6 5FW1 BE LOGAT®AT LEAST = MEET ALL APPLICABLE CODES AND TO DISGREPANGIES INGLUDIN6 ANY DIMENSIONAL GONFLIGTS, -SEALING IS MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES• OF AIR INFILTRATION,DUCT b'FROM ANY AIR OPRO46 INTO A EVIL",AHI)%UT AN APPLIANCE WITH a GARAGE COILING® AMPFRSFN 200IE5 -� IMMEDIATELY TO ARCHITECT FOR GORREGTIVE -JOINT5,SFAM5,AND CONNEGTTON5 SHAL..L COMPLY WITH SECTION M-1601.4 LEAKA6E AND GOP1BU51TON SAFETY AN wn oym lopoo BTU T�HOUR wr Nor oaz 5opao E37U PER LEGATION OF REPORT AN,'-'--_ ANGIOS AND FAFLIGTS G02 OF THE 2015 ERG. HOU2 SHALL BE ISTA"M WITH A 9 NCH VENT 7ERMNATION CLEARAGE, UNITS 7 7 & 7 8 Z TO THE ARCHITECT PRIOR TO STAIR FABRICATION m� ® MTMTCARI"MONOXIDE! P�'SURES PRIOR TO GONSTRUGTI C DO NOT SCALE REPORT AND H��A W�TTEN AHD AN APPLIANCE WITH AN INPUT OVER WPW BTU PER HOUR SHA1 HAVE FIRST FLOOR PLAN BEDROOM ABOVE DETFLTOR DRAWIN65.DIMENSIONS SMALL BO GAl_GULATED AND -DUCTS SHALL BE PRESSIlR�TESTID TO DETERMINE AIR LEAKP�6E BY REPORT OF THE RESl1LT5 AT LEAST A D NCH VETS T13aiINATION CLEARANCE THE BOTTOM of THE � C7 %0 94om DETEGroR NEVER SCALED UNLESS OTHERWISE NOTED. ROU6H-IN TE5T AND A WRITTEN REPORT OF THE RE5UL_T5 SHALL BE 516NED VENT T9tMINA1 AHD THE AIR IHTNn SHALL BE LOUITID AT LEAST l7 � BY THE PARTY GONDU61TIN6 THE TEST AND PROVIDED TO THE CODE OF19GIAL. ABOVE GRAM W A3 D j COPIRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I II � L.. z wL..� D 8 T_ o 4—J U v V (L o H 4-1 mcn �� V CNS /413 V f0 � Z 2 x�'vM o = O 24 $ A U /� Ali AJ1 co a. — � NLI6N FA5GU19 II'O'PL HT I�- - - - - - - --- -- I z III � j • WpLiff — ______ — I HOUR RAT®EXTERIOR _— – — — —I n ALIGN FA5GV�5 _ — — — — — — — — — — I BLARING WALL = _ - -� I — ASI Y-SEE DETAIL; �e r� i� I I I I' Z II �.J o r— — — -- I — NI I'-0' 0 =_- -___ —__� OR `_ 11'� — — I ~o m z � — I'-0• (-- - ---- - - - I I I I� 111 11 I F — SII OH. �- _ _ _ — — — — �olrrRlset�s•w'oL � s I I I I I/ ° I I I I I � ea AZA TRH Oven em F I' A r eavm ~ L I I I I O w - - - - - I- 1 I I I �- 11 III I \\ L - - - - - - - \� I I / I I I ro �►, I—I-� J� IAM — — — — — \ I I I I \ 4'aP��r 3 . 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V201602q raTE 2C?IS IRS.-83122.1 6J61f JL RFD.101ST GENERAL cONTRACToRS AND 5 ANTRAGTOR5 TO ONE CAI MOWXVE u.ARM IN 18r 2,° '— T� �I T µ K � DUET CLUSTER SHEET NUMBER EF •E�i�V15T FML 24'ABOVE THE FINISteD FLOOR AND 6REATHt THAN 72'ABODE THE FMI�.�F�GRADE OR OTHER SURFALf � SHALL NOT BE GUT, HD= HOLD DOWN MULTIPLE LVL GIRDER CONNECTIONS: 50 cFrt Mtsn4matr OR REl/IB'1 T1f5E CONSTRUCTION DOCUMENTS UPON RECEIPT TO �Lam°M mm N Baow ON T E ioR of PC a�tDtNs,T►a oPsinetF wNvow%PLL carpLY HTM OE of T►f = NOTE- ® 20 GFM GOtfflNaWS `ARc"'TEGT AND REPORT ANY AND ALL Nb' UNITS 7 7 78i eROUP R-2 BluntNes feorvos eNOTCI�AND HOLES STAIR MANUFACTURER TD DE516N STAIRS TO FOR ALL MULTIPLE LVL 61RDER5 LA6 BOLT DI5rR PWIE5 INCLUDING ANY DIMEWNONAL CONFLICTS L Q615T 5 THAT P L NOK ALLOW A 4 MGH DIA}ETHt SPtERE TD PA56 TtRDI15Fl THE OPE?INs M 115 Z ALL WINDOWS 94ALL BE G°�°�''A"°"' TSECOND FLOOR PLANBORED UNLE% MEET ALL APPLICABLE CODES AND TO T06ETHER W/1/2 BOLTS o 2-0 O.G.,2 MIN, cotIMMEDIATLEY TO ARCHITECT FOR CORRECTIVE M Tte ArE vlctNrn ofA `I 200 SERIES ® GARBGNMONowDE 'FALL PRev9rrloN DeVIGeS TWIT GA'PLY YiTt1 ASTM F 2090 5PEGIFIED BY THE REPORT ANY DISCM=PEICIE5 AND CaRIGTS (=T>3�tID d MIN.4' FROM ENDS vEWOR MEA%RE5 PwoR To coNSTRllGnm DO NOT 5GALE BmRooMs,ON nE LOA5T FLOOR W FROM TOP 3 BOTTOM, A4. (rte HNDOW oPENINs CONTROL DeVICE AFTffl OPBtATtoN TO R8P/�5E THE cONrROL DeVK.E ALUDWN6 MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 611ZM6 DRAW114%.DIM 610%SHALL BE CALCULATED AND L cONTAMMS 8®ROOMS. HNOOW TO Rtl.LY mm wa NOT mmz T1e*7 CLEAR aim%AREA OF M WI UNIT TO GODS SMOKE DET 5rT0R NEVER SCALED UNLE55 OTHERWISE NOT®. Less THAN 53 Sal FEET, COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ,ALL RIGHTS RESERVED z w E 18 0 0 z (D L- 0= crjm- F- 4—J z co r't- "2:1: !E owgz� — z 2 2,- 'con x m 0 Lu cv) < co cl) uo c4) z 0 A A-6 U) z 0 111-41 PL"r ABIV IST MR 0 Ln —11'-4'PLHT ———— —— — MW 161'MR 0 cn* lq'-V 6ABLE WlXH z ADJLSr RM HEM To CaM OVER ALM PA6" 11 L4 2W RR o 16 or,. 0 F, E A 2xV RR 0G. mv t5r FLR AW IST FLI III-cr PL HT ir-O'FL HT FIREII.Aa OVISE ............... �p III-Ar PL"T Il-O'FL W ALM MO.* P-1 I I MVWnR ADMT RIDM HMW AIN 155T f LR 12 TO Cam ONVER :R ................. ......... AI-M FAWAS .......... 16 or, 2xI0'1$ 0 16 OG. FIREInME C+i*E Il-O'PL W ..... ........ 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I'-10' 8'-0'RA. 2'2' 5'-0' 7b' 'Ib' 1'-6' I 10'-01 I'-6' � Fa % WALL RATING-I HR. N B A pi 22'-2' 19'-0' 13'-0' o A-b A-6 I HOUR RATED �10R FINISH RATING-23 MIN. a BEARING HALL ASSEMBLY-5EE DETAIL: a 541-2* D'-0'BREEZbIAY A B '� Z w UNIT 80 UNIT 79 r r 0 CDw ,� �. ���I�;-J�,,. 11.1 � W w O w w MODEL A (LAUREL) MODEL A (LAUREL) � � Z o L) w 4-4 FIRSTFLOOR PLAN FIRST FLOOR PLAN �I._1 _. :l:_. F.. .___ __ =� ;; LF'1?O SRM-NOM 213Y4I.SPACED 16M.awTHTWO 2BY4M.TOP NOONE 213Y4ILBOTTOMPLATES.STUDS � �v 3/16"=1'-0" 3/16"=1'-0" , r 4 AM ,,�; eRABR a r�OR IM SnM,TFE Lnb�F5TRIG�S)0 6tOF AlaNfU AMINER&AND� Low .WILLS MWrVMY FIRE 3 FEB �? 5 Ms °'''' ❑ I STOPPED AT TOP NO WTOM OF HALL LIVING AREA= 1,62q 50. FT. LIVING AREA= 1,62q 50. FT. r 2 eTP81M BMAIV-ANY CLA561FED 5/e I.TICK,4 FT WIDE,APR"VERfiCAtLY AND NAILED TO 5TU75 AND BEARAN6 PLATE51 C/1 GARAGE AREA= - 442 50. FT. GARAGE AREA= - 442 50. FT. .,-----�- - -` IN.or,16TH bo GEMENT-COATED NAI,Sr I-T/e I.LOW 16TH V4 TH"HEAD. LTi A JOMS AFD WIIIEAD3-(NOT 5NOWV-HN180ARD JORA5 GOYBRfD 16TH TAPE AND JOINT COMPAIV.NAIL MADS COVERED J p' COVERED PORCH AREA= 2&150. FT. COVERED PORCH AREA= 25150. FT. + „^ ... wn+JolNr cor,aa►D F--'1 44 EA775 AM 11JW4 W-MINIM.F�OR 6LA56 FM M5UAT10K 3-W IN.THICK.PF�.,611RE RT TO FILL WALL CAVITIES H [� WrNE N STUDS AID PLATES`MINERAL FEEL MIA"TO BE UNFACED AND TO HAVE A MN D06rTY OF 3 PCF.&Affi T� Z ^ m MS IATICN TO BE FACN3716TH ALM" OR KRAFT PAPER AiV TO HAVE A MH DENSITY OF 0.4 PCF MM R-T8 THO MW. u j �F4 I1MATION RATiNS). JQ 56 F40OD SnWPJVL PAH L•JIBATTN9-Mii W IN THA 4 FT FIDE HOOD STIWTURA-PREA MM 6RA7E t-W OR--WAITW. Z �,o INSTILLED"LANG DTMBIr�ION OF SIM(STRBNS'TH AXIS)OR FACE GRAM OF PLYHOOD PARALLE 16TH OR PE+PBDIGAAR TO (� a p to ��ISD BY 5TUv5.VERiiGAL JOINTS CBNTENED ON 57WS HORIZONTAL JOMTS BACK®RN MOM 2 BY 4 IN WOOD BLOCKIN6.ATTACH®TO �� � SALO�N6�NTB(TMOR SIM 13tIOR STUDS. of POLL WnH 6D CLIENT COATED Box 1NAIs 5PACa7 b N aG AT PERlM£T>3t OF PANELS AND a N.Or, LJJ .�E R BOARDb 1XIMOR fK.pe!!S-MSTAlLE7 N ACXW412 HTH TIE iWNFK.IUNEN5 M5TALIATION WMrTi01Nri.OW OF RE FOIJ 0YNN6 PLANNING E7 TEWR FAC14%6 TO BE APPLIED OVER THE SHEATFIN6, 2015 IRC,-83122.1 A G WOOD STWTURAL PANEL OR LAP 5VINO-APA RATED SANS,EXTERIOR,PLYHOOD,05B OR COMPOSITE PAtEL516TH YBEER TOWN OF b O UTE- O L D FACLS NO STFLIGT M WOOD CORE,PEL P51 OR APA STANDARD PRP-NOB,MG.0 W TBMM,R0"SAWr(,MEDIA DENSITY OVERLAY,BRISFED,GROOVED AW LAP SOW. M MUMS UWT%YINERE TFE TOP OF TIE 5LL OF ANN MERABIF HNDOH OPEHNS 15 m LOGATE7 LE55 THAN 24'ABODE THE PW-*M FLOOR NO GREATER 11M T2'ABOVE THE F rr\,, I 2 FINISHED GRADE OR OFFER SURFACE BELOW ON TIE EXTERIOR OF TIE M1.136,THE DATA '� V 1$ U N } Y OPERABLE WNDON SHALL COMPLY 16TH ONE OF THE FOLLOHN6, NOTE: UL M 15 M COM PLIANGE WITH F RE-A ESISTNEiZATIN66-AWAA 263 A5 FM R302 •OPEINBS THAT HILL NOT ALLOH A 4 MCH DU VER SPI To PA65 THROUGH THE j U) -;y' '-•' MULTIPLE LVL 61RDER CONNECTIONS: OPALL M ITS LARGEST OPENED POSITION. �-� 3810 •FALL PREVENTION DEVK,E511NAT GOiRY WITH ASTM F 2090 FOR ALL MULTIPLE LVL 61RDER5,LA6 HOLT • TO BE VENTED ME HKVA OPBW CONTROL MVU AFTER OPERATION TO RLLEASE TIE CONTROL ❑ PN E NN 0 T06ETHER H/ 1/2' BOLT5® 2'-0'OL,2'MIN, •AL oKASIE AIR PER CODE DEVICE ALLEA OF IM KWON TO FULY�SHAII NOT REDUCE THE!FET U EAR ONE HOUR RATED EXTERIOR 1 .... ALL TO BE oT1Ns AREA of TIE 1616014 ULT TO U55 7W 51 sow F$T WALL RESISTIVE ASSEMBLY FROM TOP t BOTTOM, t MIN.4' FROM ENDS r WnH vFIAN PAk5 NUMBER NTS. A-3 w 016023 GENERAL CONTRACTORS AND 5UBGONTRAGTORS TO 2015 IEGG SECTION R 4033: 2015 IRS 6242Tb",b NOTE: FAH RENEW n�5E CONSTRUGnm T5 U,O,,�i� -SUPPLY AND RETURN DUGT5 IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IECG SECTION R 402.4.1.2: MYEW SYS OF A��1-OGPUAW-EATION AN MIT DUET CLUSTER = SHEET NUMBER PROVIDE 5PRAY WTE, HD= HOLD 170WJ So 6FM MEtMTTBNT OR FROM ARmrLT AND REPORT ANY AND ALL AND MI5 OUTSIDE THE TI-MOL L ENVELOP SW"BE MIN.R-6. AN APPROVED HERS RATER TO OF IOp00 BLU PER HOUR(3gy1 OR LPSS 5HAL L M LOCATE?AT LEAST FOAM IWA LATIONN IN ALL HI SHALL BE STAIR MANUFACTURER TO OB16N STAIRS TO ® 20 CfM CON HM 015CIZEPANGIE5 INGLUDIN6 ANY DIMEN5IONAL GONFL-ICTS -�IN615 MANDATORY FOR DUGT5,AIR HANDLER5,AND FILTER 80XE5. PERFORM AIR INFILTRATION,DUCT b'HWM ANY AIR OPB"Mo A WLVIN6,AND 5"AN APPLLWE" d BEDROOM MAILING® MEET ALL APPLICABLE CODES AND TO -JOINT5,5EAM5,AND CONHEGTION5 SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND GOM®USnON SAFETY M MPur OVER lopo0 BTU PER Ha R BUT NOT OVER 50,000 BTU PER UNITS 7 9 & 8 01. 200 SERIES __ IMMEDIATELY TO ARGHITEGT FOR CORRECTIVE HOUR SHALL BE INSTILLED"A 4 HIGH VENT 7EFM ATiON A ARAIM Z LOCATION OF REPORT ANI._. _ ANGIE5 AND CONFLICTS C4 CARBON MONoxroE M EA%RE5 PRIOR TO CON5TRUGTION.DO NOT SCALE OF THE 2015 IRC. TE5TIN6 AHS PROVIDE A WRITTEN AND AN APPLIANCE 16TH M INPUT OVER 50 OO BN PER NOIR%K1 HAVE (D TO THE ARCHI ECT PRIOR TO STAIR FABRICATION. DETECTOR DRANN65.DIMENSIONS SHALL BE GALGUL.ATED AND -»GT5 5HALL� TESTED TO DETERMINE AIR LFAKAf�E BY REPORT OF THE RE5ULT5 AT LEAST A 12 MGH VM TEFHMTiON CLEARANCE TW BOTTOM OF 7W FIRST FLOOR PLAN BEDROOM ABOVE GLAZING ROU6H-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 51-IALL.BE 516NEP VBIT THZt41NA1.AND THE AiR WAIN SHALL BE LOCATED AT LEAST Is' W Qbp SMOKE M-MTOR NEVER SCALED KErf OTHERWI5E NOTED. BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE, 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED i Z C ' W �1 E 8 U m 0 ❑ V 8 O w " N o co 0 •^ V >N� 25z� w 0M 5 F- N Z $ A � f'-' � y N� � Arb V � � Nu O `- �0 M U Q C) A ❑ U a� a HI-01 ALI6NFASGUlS� - - -- -- - - - - - -�I Z III I I II o — — — I HouR RATED EXTERIOR (- — — — — — — — _ _ _ — — — -� ALIGN FASGUlS I Ir-0•PL Hr �- -- = - - I AU I�-- - - - - - -- - -- I f- -� o I � I I I I I r -_ -���, _ A4 � I I o Ll� O. 4 - - - - - - - O M F__ � '! 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SECOND I z 3/16"=Y-0" 3/16"=l'-O" _ .4. s ,y„.: I w ........... .ED. LIVING AREA= 310 50. ET. LIVING AREA 370 50. ET. w4..... ;:..j` tiffs. ❑ �G\� 'E R T UNFINISHED BASEMENT U �y TOTAL LIVING AREA TOTAL LIVING AREA `LA .e�}w F`� ?': .; * —�-8)GlDS�Ga15PRAY 1 9 9 9 S FT. }� by '' ''. `' : FOAr,NEUL AwN6 IMIDE FAOF ups"n .',.; w z 1 9 9 9 SO. FT. •� y g� � � �-•rr�>:;•: of t�v.wu.5->�HT OR ((] T Q G ,C` ;R t o C ,z4 ' 4 P'�" 1?f r 4 r t ' •'.lar. DRAM BLAST R13AJ1” = "t \_ SEE ROOF PLAN FOR ALL STRUCTURAL FRAMIrrs RFORPNATION 1i F:; l ✓ \ V p .-._s ❑ '� NEW `IO ©_ I HouR RATED EXTERIOR BEARING►SAI L {c BAY DETAIL 655EMIXY-5EE DETAIL: 3 _�- ,^ — ! J N ' BER 8 A41 �S. U016023 2015 IRC-83122.1 W ENGINEERED.101ST EF =E� WbT FAIL ��RAL CONTRACTORS AND� ANTRAGTOR5 TO �C.A� MONOXIDE ALARM IN NM 2,°Y'�•� '� TOP V TILE 5W °FAN l AWRHME Wttoow°FerlNs Is L°u'TeD tom'T CE Q SHEET NUMBER ONE AND TWfAMILY DYfiLMEf, 24'ABOVE TIE FINISFNED FLOOR AN+D 6RFJ1T�TFIAN 72'ABOdE THE FAIT GRADE OR D,NBt SURFACE DUET CLUSTER = SHALL NOT BE GUT, MULTIPLE LVL 61RDER GONNEGTIONS: ® 20" OR REVIEYI THESE CT AND FUO ANY NITS UPON RECEIPT TOW 005 AND Dre.LMs UNITS IN z HD= HOLD DGW�Ad B130W ON TIE EXT6tI0R of THE BUI.DINB,TIE OP73tNBLE YNIWON SFW.L GO�PI.Y WTH ONE of TIE ! NOTCHED AND HOLES FROM ARCHITECT AND REPORT ANY AND ALL 6Ra F R-2 BUMS(WNX5 t ' ,� WI�W5 5HALL BE STAIR MANUFACTURER TO DESIGN STAIRS TD FOR ALL MULTIPLE LVL GIRDERS,LA6 BOLT DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS, �o)No"m OFA T�� ��T A 4 INCH DW ETISi SPF�f TO PA56 TFRpA�iH TIE OFB1N8 IN ITS UNITS 79 & 80 FLOOR PLANBORED `�� NST ALL APPLICABLE GODE5 AND TO T06ETHER W/In BOLTS 0 2-0 O.G.,2 MIN, CO2 IMM®IATLEY TO ARCHITEGT FOR CORRECTIVE M TIE t+tm'E WNW OF SECOND ANPUZ 200 SERIES ® cnrNFON MONOXIDE FALL McMf"DD&B TWIT W�VLY"ASTM F 2090 SPECIFIED BY THE REPORT ANY DISGREPBJGIES AND GOW-LIGTS m=TB'P� FROM TOP t BOTTOM, d MIN. 4' FROM END5 DETECTOR MEP5URE�i PR10R To GONSTRUGTION DO NOT 5GALE emROorRsr ON TIE LaHsT FLOOR H4XW OPDM CO MROL MYa AFTER OPERATION To RSEAM THE CONTROL DEVICE ALLOWN6 MANUFACTURER PER TO THE ARGHITEGT PRIOR To STAIR FABRICATION. 6LAZM6 DRAMN65.DIHE00NS SHALL BE GALGULATID AND Levo CMAMW ffVPDa5. TIE W VOH To RUY OPM SWILL NOT FMa TIE NET GIFAR CN Ve AREA OF THE WIVOH INT TO w CME "SD SMOKE DETWTOR NEVER 56ALED UW-E55 OPfRH5E NO W. LE56 n"5.1 SaW. E FUT. . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I i 1 � ... ._____�� ____� ———————— P4 . a �,.�,�, . IM r�i •i • - �� � ` •• •• .♦ � .�wII '''— 111_ `�� UG r �� ■—�` II ���.: '��—��/���\�\ w.����r n ��w+.�� ■ a■■ '��� •_■—■n-■.■■n■■m��I■■■—■un•_■■�`■I•. �' • .: IN OMNI NMI M1 MMI INN N—MR- ON L1 Ron r _ /�_`Iii►� !� ./ I■1■■■11■1■■2�0■1■■■11■1�■U/' . ;r MINI NMI PJ W WJAWI I and III I I■■I I■■I d■/ISI■■■11■1/.�IIEI■E■IIS./ , . ►.. 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DI RGY EFFICEMEY,NTEREM70MIAL WDINOCJL CODE.AMD ITTFRIM DK DERfY f - _e RT C' rC�y CDMISERVATIDN CODE f OWL BE TIf 16SPOE1561111'OF TW GOON.00NTRACIDR II'- DO RW N DEUII DIE DESIGN.CALCEAATONS.DRANNGS MRITDFN STATEMENTS OF ° < '' lU-- c^; ti� rn YIDPWA4 COMDTTOfW VEMRATON (NEW UPGRADED)SWO Bf A PRDFESSON4 EMGNED7t F MUD BY TIE OWNER OR IF i(•-- �.a t �1, - W e� w 2 THE MR MUFJITNG SYSTEMS E7QSIIIIG OR I �I! I EB � 201t' I 1 �'Y�Ap•`� ¢ �, RGi � BlxDRO OEPARTIflTT. ' I . 13JIDDIIIONS.ALIERA]lONS OR RENOVATIONS SFW.L COMPLY MRH ECC 2015. UEML.IERED PORTIONS OF TEE DOM W DRLG B NOT FEUD TO COMPLY MRH e �5 ab �� DHS CODE V sI;,I. t .i... I ..._. T-- .- ..r - ... 161RMIM ONE PROGRNNADLE TMER MAT SWtL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM N ACCORDANCE WITH STR:IION N1103 `�"(,J-` -- N E W Y O CONDOM SYSIDIS - --•.•1 e _ _ .. V.a .C1/ _-wP._� 17JILL EXTERIOR MQI,/FLOOR/CEILW JOISTS SKI.BE AR SEALED AND NSUATED N -- JOB NUMBER ACCORDANCE METH IABIE R40Z4.1.1. 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TOGETHER W/I/2' BOLTS 4) 2'-0' OL.,2" MIN, •ri�oL.L affSM o BSE � AREA Or-T�wroow mvoN ilorr�LL�T}w�si�F�-c��� C�__ „�..�..------,--,-��---"I � 1 FROM TOP 4 BOTTOM, 4 MIN.4'FROM EN05 PROVDk�HTH DRAN PANS F p WALL RESISTIVE ASSEMBLY J NUMBER ,J A- 3-S 016023 GENERAL CONTRACTORS AND SUBGONTRAGTOR5 TO 2015 IEGG 5ECTION R 4033: 2015 IRC-624218(50310) NOTE: VBNTIN5 5Y5TEM TERMINATION LOCATION: >� •EXIWIST FAM R]=VI&1 THESE GONSTRUGTION DOG✓l14QNT5 UPON RECEIPT -SUPPLY AND RETURN DUCTS IN ATTICS SFNALL 13E INSULATED TO A MIN R-8 2015 IEGG SECTION R 402.4.12: Q SHEET NUMBER PROVIDE SPRAY �: Nom HD= HOLD DOWN 20 C M TTI�r� AND EDUCTS OVT5IDE THE PERI-K ENVELOP 540"BE MIN.R-6. AN APPROVED R75 RATER TO TIE Y81r T8t1MWAL OF A DAREGT VERT AP KL BE WITH AW NUT DUET CLUSTER FOAM IN5UI ATION IN STAIR MANUFACTURER TO DE516N STAIRS TO ® 20 GFw GONnNta>s FROM ARGFNTEGT AMID REPORT ANY AND ALL of FROM BTu PER HGUR(3KW A LESS SHALL BE LOGATBD AT LEASH ALL WINDOWS`.�iAL-L BE DISGREPANGIES INGLIAIN6 ANY DIMENSIONAL_GONf�.IGT5 -`'�-IN6 IS MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b't�oM ANY AIR oP�uNs MTo A BULDNS,NO SucH AN APPLIANCE HT}I � a GARAGE CEILING® ANU�EN 200 SERIES MIST ALL APPLICABLE CODES AND TO IMMEDIAT>3Y TO ARCHITEGT FOR CORRECTIVE -JOINTS,SEAMS,AND GowEGTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND GOMBu51I0N AW IN°UT OVER 10poo B,>,PL3R HIGUR Bur War oiBR 5opoo BN PER UNITS 81 & 8 2 Z LOCATION OF REPORT AM"- -- AWIE5 AND CONFLICTS cm OF THE 2015 IRC. TE5T1N6 AND PROVIDE A WRITTEN HOLR BE KIN WH VW 790IMTION CLEARAW-14 TO THE ARGNITEGT PRIOR TO STAIR FABRICATION. m= ® GN ' 1 D WAS PRIOR TO CONSTRUCTION'DO NOT SCALE W AP �T� A q FIRST FLOOR PLAN BEDROOM ABOVE 6LAZ1N5 DETECTOR DRAI•N65.DIMEN5ION.5 SHALL BE CALCULATED AND -DUCTS SHALL BE PRE55UR®TESTED TO DET�MINE AIR LFJIKA6E BY REPORT OF THE RESULTS ter A 1 P"VDIT TT> TION uFA�+r� Barrow OFF W 5Mo► DETECTOR NEVER 56ALED UMI OnERH5E NOTED. ROUSE+-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NED VENT Ti30-91A AND THE AIR NrAKE 5HALL BE LOCATED AT LEAST 17 U BY THE PARTY CONDUCTING THE TEST AND PROYID®TO THE CODE OFFICIAL. ABM 6RADE w A 3 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I , c w We ' 8 O Nei Nei V CL z ^ ' t V/ � O 0 rn = U 4md m V. 52'2' J (Dp o N} Z V Q7 t L. 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ET. ; : w LIVING AREA= 370 5Q. 1=T. �. �' � � "•=�:._::: w R TOTAL LIVING AREA TOTAL LIVING AREA ; ut�INISF�D BASEME�r tn��y 1 999 S . FT. Q 1 999 S FT �: . �)CIoSED� SPRAY < ' n , .,,, � yr,..�, FOAM MIL ALON6 M51DE FACE � � m L' '+..4��•y 'd a a. is..r �Z, .:.,f:.'•:.•• °F FID.M�US-RILL NT OR cn s n .�:i DRMIU BLJVKET MSULATION :—��j rn 'i rpt NN�v- V"\�V��'�� '�; .•f•,:i 7 - SEE ROOF PLAN FOR ALL 5TRU MR&FRAMM6 W- InON - — - ' o El I HOUR RATED EXTERIOR BEARING wAu. 1 ASSEMBLY- SEE DETAIL: BAY DETAIL e JOB NUMBER ., - .. .. _ A4 NTS. , ; r 2016023 Nps: 2015 IRC-8312.2.1 w DUET CLUSTER. SHEET NUMBER 6�AL CONTRACTORS AND W13CANTRAGTOR5 TO ONE CARBON MONOXDE ALARM N NEW M DH3iN6 UNIiS,HERE TRE TOP OF TRE SILL of AN OPERABIF HNDOW OPR1N6 IS LOGATH)LE56 TFVWONE ARt7 TYIOfAMILY DR•6.UN65, 24'ABOVE THE F Nr-4 37 FLOOR AND 6REAM TWW 72 ABOVETRE PHIr.•iF�6RADE OR OnM SLWACE� •E)aW15T FA?6SHALL NOT BE GUT : MULTIPLE LVL 61RDER GOWTIONS: 50 cfM commrrerr oR N=OM nESE 6T ANDUGnoN DANY AN S UPON REGEIPI TOWICLEB AND DWELLM6 LWM IN FOLLCI°N T►E ExTe�1oR of T►E a�u DMs,TRE o�AeIF w►aow sRwL c°rPLY wTN ONE cF T►E _NOTCHED AND HOLES �: ® 20 cam,coNTlNlous FROM ARCHITECT AND R13'ORT ANY AND ALL �, CL TAIR MANUFACTURER TO DE516N STAIRS TO FOR ALL MULMPLE LVL CARDERS LA6 BOLT ►2 uMMV?4%oF rS 4 sAL,~ UNITS 81 & 8 2SECOND Z_ ALL WINDOWS SHALL BE DISGR�ANGIES INCLUDING ANY DIMENSIONAL CONFLICTSCo-opw TWIT HIL r ALLOW A 4 MGN DU1i ETER 5PffiiE TO PA66 TRROU6H ATE OPBINs M ITS FLOOR PLAN BORES ' Awl 200 SERIES I- -(GABLE CODES AND TO TOGETHER W/1/2' BOLT5 o 2'-0' O.G.,2' MIN, CO2 IMMEDIATLFY TO ARXVE .GHITEGT FOR CORRECTIVE I M TIE I+MATE vluwTr OF T°�� + (7 SPECIFIED BY M$ REPORT ANY D15GREPENGIE5 AND CONFLICTS p=TRS FROM TOP E BOTTOM d MIN.4' FROM ENDS ® G*"M-MUCM� MEA511RF5 PRIOR ro GON5TR11GnON DO NOT SCALE ori,ON TRE LOREST FLOOR •FNA.PREV81T10N DEWA5 TMT COMPLY WITH ASTM F 2fX10 MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 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N16 I _ ANDIOR WATN9 DUGT5 70 BE W 3 W (R-13) 2 8' 13'-8' 5'2' 121-01 8' - / Q - mi-ATED A6 PER KYa CODE m AND 511L5 N I 1►5 CORNER MARS MV 4-0 L } J (3 2x12 FJ • b'OL.TMP. r 05 C0FUR W/ 4'-0' I 5 Lr •HDPt71NT OF t FOUWATION WALL-4 11-6' § 2x12 FLOOR 101515 2x12 FLOOR I Zxl2 FLOOR � LCff a h0 of I ( fl'1 FROM Top t BorrroM I 4 � T -• - - - FROM TT OM. ' I - - - - I n 2X6 FLU5H WTH TOP I T--- - T W •16 oL u,� IT OF FJ a 12"06. n 10' •I b'�i III'-4' 4' I 2'PT.FTJRRINI6 TRIPS I • I I N L I ;, 5'-0'� 9' 3'-8'm I WTH 2'S AM I 4 PL. WM 10110 Witt F Wi L(R=10) I •TMP t TO OB&TY I a UNEXGAVATM TYPICAL 9• I -0' 8' 6' � r-- 4EASEAT. SE I I \ I &ARAa SAB V-6. r II f"\'AIW TYPIGAIL -ry I I •4'PL.5LM MK WOO PS COW I s TYPICAL PoRLH SLAB H- M o of - I 6ARME SLAB Q RE MEO Hn 6x6,10110 KKK rJ •4'PC.SIM MK WOO PSI COW p N N ri " _ •4'PL.SILKS MK 3500 P51 cm) - I I •TMP t FILL TO q6%vourf I M FWZW WITH",IAO KKK P R9FORGED WITH 60 ,10/10 WNM o •SLOPE OARAOE SUB P 7 I - - •TMP t MRL TO�%DB1511Y § 2x12 FLOOR JOISTS p B TYPICAL PORI.H Q 2x IO' I 4 .Srmp#fu TO�D a 5 I - I TOWAWS eApw Dom . •16 OL. �t ,�e@ SLAB SEAT FDI b' 3'-10' 51-61 Y-10' I'-0' •4'PL,SLM MK 3500 rr-(x TOWNRDS eARAbE DOOR I C I I G O b PSI COW REWOWW 7 j ' 4 • AW FILLLTTOO� WITH OPTpJ1 of I I A-b I Top of WAu- •r OBLSttt FJ•12'OG. I °' " DN=4-2 n 20'-10° 8 I 1- J ® _ O e' I I 4 FDI F" I O O O O O HP AB m 4'WOE JOIST b m L I to c>_A �T.TA SEAT fl�l Ab AB Ir 2'-2' 8'-0'MA. I'-10' 8'-0'MA. 2'2' 2'2' 4'�i' 8' 4141' 2-2' W W W W c 91 Q AB Aa Q 3 � M FDI 3 22'2' 5' µ' 13' ' 1.EIETtGY CODE STNOARk PTIVE PATH AND ALL BECKONS OF E1HDtGY CODE AS FDI i \-INE OF FRORr SARII6E WILL•lNT 124 � 0 APPLY TO DUO CODE ARE BRIO TT7 I'8' 8'-0'MD. .11-61 11-5' 81-0'MD. V-7 54-2' a 2 ALL NTIH THE 2016 I TUMT 0NN.DOW OONBERMA m c%6TRIICIION COOL THE ALMO M HANNG MdSDICIION SEMI.BE PUN=TO OET MME AN ENEMY EFTICENCY PROGRAM TO Excm TTE DERGY 3'-b' T 2' 3'-10' EFt10ENLY RETIIMIED BY TITS COOL I A PD6AIERr COMM SHALL BE COMPLETED BY THE KIM NO POSTED ON A A B WAIT.N THE SPACE NYRE TIE R04 CE 5 LOWER. CERTFICATE SHALL COMPLY 14'-l0' n'2' 22'-r Z NRH NC N1101.14. W 4.Am OR OW SPACE ACCESS SHALL BE NE11MU6IRPPED NO NSULATD TO LEVEL EVAW S INSTALLATION-11E COMPONENTS OF TW RUM 1}ERWI.DAUNT SIMLL BE l2'-0'f3R1��IY O m N M10 N ACMMANCE WITH THE dIiERN LEE N TABLE 402.4.1.1 MERE J p RE0IMIED BY CODE OFTICLN.,AN APPROVED THIO PARTY SIWL DOW ALL O Y COMPONENTS NO VENY COMPLIANCE. 120'-4'OVERALLW W � 6.1ESTNG-BIRDNC OR DWELLING Ullr SHALL BE TESTED AND VEIM MW LESS THAN OR WK TO 3 AM N CZ4A,5,QA TESING SHILL BE COHOUCI I)BY AN Z ❑ APPROVED THIO PARTY. 7.DUCTS-WRY NO REKITN OLICIS N ATTICS SPALL BE I6tl M TO A MMlll A G 1 � � Q OF R-e AT Y OR MOM N DAM ETER NO R-6 N DUCTS LESS THAN T IN Al{� a-b A�� DIAMEIM 6A.MM SEALING-D=ML HA OLM NO FILTER BOXES SHALL BE SEALED. W 6.DUCK 1ES111G-OlIC15 SWILL BE PRESSURE 1FSIFD 10 OETDtMRE AR LFNLAt,E BY AN APPROVED ME PARTY. � U 0.BaDac cAartTEs SHALL NDr BE USED As IxIDTs OR PLEHIA6. �`l�-_.,. tO<5W D:N SfSHA PPLO N ATEO N Fl11DS>105F DEGREES DR UNIT 124 UNIT 123 � 1.i. FEB c59F L1ET;REES SHALL BE NsuLAED f-E�3 ® tA 'I O r L 201E NRH R-3 MR" [� 11• XWMDIA VENHATER� MEEK S.BW ON LO T,CL W,W MODEL A 1 - 15 (HOLLY) MODEL A (LAUREL) __ __._--_. 12FAl1PMOlr SWIG-PER RCCA MANtAL S.IASFD ON LOAD G1lCUATED PER ACCO 43'!=.> " "Z Q MANK J AS PROW BY A TIM PARTY HERS RATER L �rv....T 13L1GMNG-A MMN OF 75%OF POW ENRY NSOVLEO MIURES MUST WE P,� T'Y "'� k� r'� tr m� (� p HIGH-EIFFICIENCY LAMPS. 14ALL RNC„MAIM AND ELECK6CR.SYSTEMS SHALL MELT THE NC CHAPTER 11 p FOUNDATION PLAN FOUNDATION PLAN : �`�� `� �` ' o ` q BERT �y o L�Tlal caoErr sw BE RESPDNs1eInY�oF IDR 3/16"=1'-0" `' �1 Q �,�1 � EMEIVY 3/16 =1 -0' p �A U ti .� CO SllBl/r N DETAIL f DESIGN,CJILC RESPN6 DIM OF HE G AL.CONTRACTOR TO �'ire €' ...�v�" 0118„. 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U356 3=l' 3=T 2'.4' b'�J• 6'-4' 2'-4• I'-8' B'-0'120. I'�i' I'-5' 8'-0'120. I'-T o WALL RATING- I HR. Lo 3'-b' 1'1' Y-10' mn' W21 n'-0' I HOUR RATED EXTERIOR q FINISH RATING-23 MIN. j BEARING WALL I A55EMBLY-5EE DETAIL: e 22'2' Z 54!2• 12'-0'BREFZEYIAY _ „ W A G I ��WV_..=z W w ~ Z O U D UNIT 124 UNIT 123 W w Q MODEL A 1 - 15 (HOLLY) MODEL A (LAUREL) FA1 -i` , `'. `� h L YGGD S1UD3-NGM 2 BY 4 RL SPACE Ib Rl OG WITH TWO 2 BY 4 RL TOP M GNE 2 BY 4 Rl B TTOMBWJ--# 5'1165� . ' �' I'- I"�.j LATERALLY-BRACED BY MIOOD 5'IRUGTURAL PAIR.SHEATHRI9 QTB�f 5).WH81 MW/V.A►0 FIBER BOARD'. (1784 5N ARE ❑ ~'1 % 1 `'& G0160BTW A5 BRAGRI9 FOR THE SnM THE LOAD 15 RE"WI®TO"J61K OF ALLOWABLE AXON-LOAD.W415 MWTMiY FIRE ❑ f f STOPPED AT TOP N0 BOTTOM OF WALL 2&III SM EO kV6-AW U.AWM 518 Il TM A 4 FT WIDE,APR®VERXAL LY ND 301,137 TO STIVS NO BMW PLATES l V J FIRST FLOOR PLAN FIRST FLOOR PLAN 1-EP 20'` Ila�H V9MMUMA,»"AKSPW IKW-H LL6 WINBOAM V4 IK COVE D. 1 s '0.103111 Nb INLJEADS-MOT SOW-Mw180ARD JORIT5 COVERED WITH TAPE AID JOINT COM0g1ND.NAd.NFJADS COVERED n A BAnS AID BIJ MW-M MtAL FIBER OR 9,66 FIBER,MIATM 3-"IK PXIG PRmm FIT TO FILL WN.L CAVITIES, LIVING AREA= 1,622 50. FT. 1 3/16"=1'-0" LIVING AREA= 1,670 SQ. FT. 3/16"=1'-0" _ I " BETWEM 511,175 N0 PLATM MRERAL�PRLA"To BE tWACED AFD TO WAVE A MIN DB6"OF 9 PGF.6LA95 FIBHt (7 m .... ...__...I 161007103 TO BE FACED MiTMN ALUMRIFI FOIL OR KRAFT PAPER AND TO HAVE A MN DB61TY OF 09 PGF MIN R-D 1MBtl1AL Z GARAGE AREA= 4.56 50. FT. GARAGE AREA= 442 50. FT. `- - .m_ IaLATION RATM). a COVERED PORCH AREA- 256 5Q. FT. AREA= 5 MOOD stpLenlRAl PNIL'JFE OF% -MM 106 Ill AW4 4 F NDE WOOD F mwxPLYHOW PmaAARALL L N GRADE I OR'SM T01B'. z a U COVERED PORCH AREA= 2&1 5Q. FT.: - � 35701,1,13)WTN tLns DF8610N OF 5H13?r(STRBr97H Axe,►OR FACE GRAM OF RYJi'a0D PARALLEL M#TH OR PERPSD1aaAR 10 o o t, =s. 51UD5.VERTM XPIT5 CMERED ON STUDS.HORIZONTAL JORNT5 BA M. WTH NOM 2 BY 4 3.WOOD BLOCKRI9.ATTACH®TO — ON Df NTSWR 5 of WALL wrTH bD G�@LT GOATp7 Box WARS SPACED 6 Rl OG AT f'SZIMEIHt OF PNEIS 3012 kl OG w \S R ECJ IP=a E� ✓I. Ja'" ! � A DQJ�RIOR FAC31%-WTALJW IN ACCORDANCE WTN TME MNW-06nW'S 35TALLA"ISTRUGTi0115:ON:OF THE FOLL"* ❑ �,Q Ex1ERZR FAG395 5 TO BE APPLI7 OVER PE%EATHN61 V �p P:J -',��N!'g"1 I;„T B �2 6.ISP,, G.WOOD 51MMAL PAH L OR LAP WW-APA RATH7 5117W,EXRBRIOR,RYY00D,058 OR COMPOSITE PAH3 5 HN V9EBt FACPS NO 5TRIGTURAL WOOD GORE,MR PS I OR APA STNOARD PRP-108,DUU?I*TEM IR87,ROUGH SAWI,Ma7A,M DENSITY Q 2015 IRC-R3122.1 ovERLAY,BRU5LED,6ROOVED NO LAP SD39. m IN DWILLM UMTS,WSE TIE TOP OF IME SILL OF AN OPERABLE W14XW OPMW 5 TOWN 8 'd'• ' - < LCCATH7 LE56 TMIAN 24'ABOVE IME FMSI M FLOOR Alb 6REAnR THAN 17 ABOVE IME W (n RW*M GRADE OR OM SURFACE BELOW ON IME D MJ0R OF IME BUILD39,THE U Tj` O OPERABLE Malar sw1.COMPLY WTH ONE OF TIE FOLLOWN6, DATE NOTE> UL X35615 IN COMPLIANCE WITH 1`7RE-RC-51STIVEYZATIN6r 035131,263 A5 PIsR'R302 � OPM%5 TWIT WL NOT ALLOW A 4 MR DIAMETER 5HIE RE TO PA65 IHRO)m THE TIM MULTIPLE LVL 61RDER GONNEGTIONS: Ly': o���"� ®TMT�, fty KITH ASTMS F logo ❑ s 0 . FOR ALL MULTIPLE LVL GIRDERS,LA6 BOLT •ALL DRYERS TO BE VENT® (m wvOW Opm%CONTROL.DeVIC,E AFTER OPE2A"TO ImBkw 7w coma N Y TOGETHER W/ I/2' BOLTS® 2'-0'O G.,2' MIN, ,To ansm AR PER com DeVWX NI. "TIE WIDOW TO FULLY OPBI,SFW!NOT R»UCE THE MET CLEAR ONE HOUR RATED EXTERIOR 1 E �r ......... .. ......................................... ALL WASHER.TO BE OPEIM AREA OF TME WMDOW UNIT TO U55 TW 5.1 SaJ RE FEET. a.• s WALL RESISTIVE ASSEMBLY JOB MBE# FROM TOP 4 BOTTOM, 4 MIN.4' FROM ENDS PRDVDE7 JIM DRA I PANS - "< r�rs. A- 3 6154E -CONTRACTORS AND SUBCONTRACTORS TO 2015 IEGG SECTION R 4033: 2015 624278(5038) i w S616023 NOTE: EF .DW45T I^ -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IEC.SECTION R 402.4.1.2 )0TIIN5 SYSTEM TERMINATION LOGATION SHEET NUMBER ReAfN THeE 001,15 L)GTION DOCLIMENT5 UPON RECEIPT THE"�T�110L OF A DIFEGT VENT APPLUWGE WTH AN IM DUET CLUSTER PROVIDE 5PRf1Y FID= HOLD DOI^M so G�3TE�T1�r� FROM ARCHTEGT AW REPORT ANY AND ALL AND DUCTS OUTSIDE THE TI�RMAL ENVELOP SFi0l1lD BE MIN R-6. AN APPROVf9 HBZS RA7ER TO OF 10000 BTU PER HOUIR Mq�ll OR LE%5FWl BE LOCATE'AT LEASTUNITS 12 3 (MODEL A) _ FOAM INSULATION IN 5TAIR MANUFACTURER TO DE516N STAIRS TO ® 20 CFM COITP M -SEALIN615 MANDATORY FOR DUCTS,AIR HANDLER5,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPEIft INTO A MW%,AND SUCH AN APFI.WNCE WTH I G- ALL WINDOWS SHALL BE DISCREPANCIES INGLUDIN6 ANY DIMENSIONAL CONFLICTS, 6ARA6E GEILIN6® IST ALL APPLICABLE CODES AND TO -JOINTS,SEAMS,AND GONHECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN R 5K lB 105TH BN PER HOUR off NDT oust Sofro CLE PER FIRST FLOOR PLAN Z ANDER`�EN 200 SERIES IMMEDIATELY TO ARCHIITEGT FOR GORREGTIVE INGut SFw1 BE 35TALLs7 J'ITH A 9 INCH varT TEZHnNrATaN c1FARN+CE, LOGATIDN OF REPORT AM--•----'ANGIES AND GONFLIGTS cot OF T}IE 2015 IRC. TESTING AND PROVIDE A MRITTBd � Q (0 ® GAP"MIONOXIDE MEASURES PRIOR TO GONSTRUG110N.DO NOT SCALJ= no AN AFRIMIGE WI1H AN ww oVst 50p0o ow PEt HOUR SWALL myr: !<T 124 (MODEL Al - I 5 ) BEDROOM ABOVE TO THE ARCHITECT PRIOR TO STAR FABRICATION. m -DUCTS SHALL BE PREr75URED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF ITE RESULTS AT LEAST A 12 RICH vary TERMIW,TION CLEARANCE.IME BOTTOM OF IME �.7iL. DETECTOR DRAMUN65.DIMENSIONS SHAM BE GALGULATED AND R01,1614-IN TEST AND A WRITTEN REPORT OF T1�RESULTS SHALL BE SIGNED v9rr T NO TIE AIR IIrrA>�SFw L BE LOCATED AT LEAST I2' W SMOKE DETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. BY THE PARTY CONDUCTIN6 THE TEST AND PROVIDED TO THE GORE OFFICIAL. ABOVE 6RADE % ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z c , W E o U o V CL 0 4� L � o V j - i E 8 0 0 V 2 L O L O ) (>D L j o cp �N>' S .0 h z V 0•� on Z L X�'DM 0 Q O q M ❑ V ti e- N M LL t0 A B A-6 A-6 Z O U AIJ A G AJ�i AI-b 19'-0'GABLE WDIH Z 0 VFLRr 18'-8'HIP HIDTN 11w 15T FLR ;q i 0 LL LJ J 91-V FL Hr � I I'-0'PL 14T. AD u5T RIO6E FHSHr — ___ __ _ - _ _ _ _—— -j ABJ IST FLR Z m �-- - - - — — — — — — — — — CARRY cRtcKEr n'-0•FL Nr To c� I Ta 210'rat 160c. a(-- 2xV RR•I6 M. I AI ISI+FAsw�s �� ❑ � . . . 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AURtR .F � 121 \ 1 >� cerlBz JD5A0' 4 m �. i \ W�oD uu�a II r _ Q Y 0 � _ Duet RLD6E I t� • Ie oc. 2x10' �::::: i:::i:::>: :::iii::;_ ;>;::<;:;;:;>;::;,:::ii. c�� II II y Ll _ J I �- LI 11 I I I A �I I I — — _— ___ EXTERIOR WALL: HATCHED AREA Z HARDI-PLANK CLAP INDICATES LOCATION A A 10-0 HIP WIDTH gym/ OF FIRE RATED ROOF W BOARD SIDING TYVEK OR EQUAL 3 WALL SHEATHING,4-0 B2-5 B2-5 E � o FROM CENTER OF 4'-p" q'-p" � 1/2"5HEATHIN6 RID6E5 0 AL16N U CONT.2"x4"BLOCKING 2"x4"5TUD WALL 16"O.G. B2-I FIREWALL-EACH SIDE (NO VENTING) (NO VEN INC,) O .�..dl V r ' U CONT.ALUM.FLASHING W/ RIDGE VENT RI 6E VENT V 2"x4"OUTRI66ER5® 16"O.G. 2 Z -FRAMED SOFFIT „ : x O DRIP(COLOR TO MATCH /, 2 / WOOD TRIM) y -CARRY ICE ¢ WATER SHIELD i U (° v + 2 � - FOR MIN OF 5'-0"ALL .:_. ��. � U ~ o, 5/4"x8"TRIM :' Y DIRECTIONS® INTERSECTION6"6" AZEK TRIM BOARD N o 0 : "' „ . OF METAL t ASPHALT ROOF / 12 L ,.: cnN / r I"x8"AZ U a� � rn GUTTERS d LEADERS q � 2 _. . ". ,: BD 1^U _ _ Z ' TTERS d LEADERS SHALL BARKED Q w c r> 62-1 HARDIPLANK , ,'. . I x 3 AZEK TRIM(TYP.} �- ALL GUTTERS S LEADERS SHALL BE BAKED I"x 8" AZEK RAKE BD W/ � -._..- .- -_„ _. �,_.-. O • HORIZONTAL - - - — ': N 032" MI ca M ALL 6U W ITE L WHITE ALUMINUM .032 MIN.GAUGE GUTTERS I x 3 AZEK TRIM(TYP.) ROOF BREAK �. „° ,., ,,,,, . ,, ., H A UMI UM GAUGE,GUTTERS SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL q'-0"6ABL WIDT LA I IN HORIZONTAL RELATED RE IRE A RIES LEADERS I°x12"AZEK TRIM _ E 5"5E M "n co CLAPBOARD SIDING. I I , /.. ., 5 ❑ �M °° HARDIPLANK H SHALL B A LE55 06 STYLE W/ALL = RELATED 4 REQUIRED ACCESSORIES. LEADERS TED REQUIRE[) GCE SO U \ DENTIL BLOCK#DTLB5x4xl SHALL BE MIN. 2"x3" 027" GAUGE W/CLIPS d _ _ - - _ _ - _ G P 5 D 6 L WINDO SHALL BE MIN.2"x3", .021" 6AU6E I^U CLIPS d BY "FYPOPI"OR EQUAL I Ix6 FASG19 BD. I 12 q ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH ,- ANCHORS. CAULK t SEAL ALL JOINTS. PITCH DENTIL BLOCK#DTLB5x4x1 5TANDING SEAM / . 5 I/8"/FT = 5/4"xb"AZEK TRIM GUTTERS MIN. I/8/FT.PROVIDE P.V.G. I x 8 AZEK RAKE BD W/ CENTER(3}2420 FXF GUTTER MIN. PROVIDE P.V.G. a RECEPTORS 8"ABOVE GRADE TO RECEIVE BY FYPON OR EQUAL 12 METAL ROOF 0.^ RECEPTORS 8"ABOVE 6RADE TO I RECEIVE I x 3 AZEK TRIM(TYP.) WINDOWS.IN DORMER FRONT', LEADERS(CLOSED GAP DESIGN). 6 HIGH BLIND 11 r- 0 2 / I2 LEADERS(CLOSED GAP DESIGN). I ;'f ;• WALL . TYP.EXTERIOR WALL. f f, AZEK SHEETING ' w� HARD-PLANK 5HIN6LE TYVEK OR EQUAL ON SIDES OF `'.12 ... _.. - 12 AZEK TRIM L DORMER TYPICAL / +/ II- +/- II._.. I AZEK 5HEETIN6 DH 1/2"5HEATHIN6 12 OH 2x4 STUD WALL 16"O.G. Q �6° 6" p / (+l 3'-0" ND j ._._,.:_w ; O i ..." - , 6"AZEK TRIMrH :2DETAIL - - - -- - , DINING AREA _ _BE_DR00 #2 ', PROVIDE ELASFIING ALONG ENTIRE LENGTH OF Q EDRM#2 `" - - — - - - _DINING ROOM PLATE HT. PLATE HT. I - - - - - - - - INTI;R5EGTION OF ROOF r� VERTICAL DORMER LATE HT. PLATE HT, O' ,l _I'-0' -0",014 o: - EXTERIOR WALLS.FLA5HIN6 TO BE MIN 8"HIGH: 6" OH. - _ _ -' ` . DES OF DORMER) 1'_p" H. u�- 0 Z OH _ T 6ARACE :OH OH O OU CLOSET_ ! 3-4 3�4' "m 5 HIGH BLIND FLASHIN6�. J Ix8.FASOA BD. (BOTH Sl " - _ GL_05ET 12 mr,PLATE HT. l-0 - — PLATE HT OH' EE OH 21 ATF WT OH LINE OF ROOF off q TRUSS BEYOND pH / �"OH O Ln — — — F- r 8" AZEK O rn l�__ (._it._.. 11 _�L___JI__... _l__JI 11__ JI J _ _ _- - __ __ ___ 1I- _ b"AZEK F IEZE BD - - - - FRIEZE B -f Z (3) 2x8 P.T. GIRDER Q _ © [ a 10" AZEl� ❑ BEYOND FRIEZE BD.:- o - - /, z - O ' O a a� / �Ix4 AZEK `o W ' y TRIM ALL` Ixl2 AZEK Ix8 FA5GIA BOARD i - - TRIM � SIDES COLUMN ® COVERE cr - _.,. COLUMN @ COVERED ND PORGH BEYOND PORCHBEYOND I 51MP50N LU528-3 FACE F1 15T FLOOR_ _ _ _ _ _ _ _ _ FIN. t5T F _ _ _ _ _ _ _ _ - - MOUNT HANGER ELEV.+0'-0" ELEV.+0'-0" O ., SIN. 15T FLOOR N (3) 2x12 P.T. GIRDER BEYOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - I W (x4 AZEK TRIM ALL I I I SOFFIT CO I I I I p Ix AZEK TRIM BOARD OVER I I I I SIDES I I I I I I I m GIRDERS (TYP.) V ,1 `r 51MP50N BG52-3/6 P05T ❑ w GAP ANCHOR o I I I I I I I I I I I o O 63 i I I I I II 10" SQUARE HBQ6 PERMA GA5T I I COLUMN #46382 W/5QUARE I I I I I I I I I I I FLAT GAP 4 BASE (OR EQUAL) - \../ 4" 2'-O" Q CORNER COLUMN TO BE I I I I I HALL PEER UL#3 6 PROVIDED W/SPLIT KIT Q BASEMENT BASEMENT - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - T1 - - - - - - - - - - - - - - - - -I - bxb P.T. POST WITH 51MPSON —I" ABUb6P05TBA5E (TYP - ALL 1- - - - - 1- - - -J- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - •-�J- - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - � - - J - - -I- - J �../ GOLUMN5) W UNIT 24 UNIT 2 3 TYP. REAR COV. PORCH DETAIL I A A I[O1�TELEVATION oB-2 ALT-2 (MAGNOLIA) B2-5 B2-5 B-2 (MAGNOLIA) „ , „ o A B2-5 82-5 TYPICAL ROOFING: (ND VENTING) (NO VENTING) TYPICAL ROOFING: PLANNING LIOARD PROVIDE STEPPED FLASHING ALONG ARCHITECTURAL 5HIN6LE5 15# ARGHITEGTURAL 5HINOLE5 15# , OF ENTIRE LENGTH OF INTERSECTION I FELT UNDERLAYMENT RIDGE VENT I RIDGE VENT FELT UNDERLAYMENTHALLS.FLA5HIN(5 TO BE MIN 8)” H16H c �.at$ � ROOF ff VERTICAL DORMER EXTERIOR 5/8" PLYWOOD SHEATHING 5/8" PLYWOOD 5HEATHIN6 AQ �� ( 0TH SIDES OF DORMER) M N N — ° / T B Q N ci M M (O N � � RIDGE VENT o N n; HARDIPLANK HORIZONTAL CLAP ' HARDIPLANK 51DING , . HORIZONTAL CLAP _ / ' 411 ,.. SIDING . . . . b" AZEK TRIM BOA g z b AZEI.TRIM BOARD ME L 15' D0 A IST FLOOR T g Z a 12 / 12 z z z o z z z N cr IN 8" AZEK RAKE BD W/ q / i , ' ,. (E30 H/) 0 0 0 o o g Q W _.. I"x 3"AZEK TRIMETYP. m cn �n cn cn a v �q IN 3 AZEK TRIM(TYP.) 12` 12 w w w w w N J q i qF � 0Y 0 w � ww m m U I 3 2X8 v,� f // 6"DIA6.AZEK 6" DIA6.AZEK— \\ (3) 2420 F (MULLED) TRIM BOARD \ 12 i. 12 / TRIM BOARD q'-O" FRONT GARAGE N_ \� q ... q I— WALL PL HT 6" H16H BLIND _ _. . . ; ° y f; •; ND FLA5HIN6 \ 2 LIEN // FLA5HIN6 BLIND _..--------- GARAGE WALL , / .. . '. lxb{FASGIA`BD, A'-. - - - - - -� E-- - N - - - - - - - - BELOH - - - - - - - - - - - - - _ .. .. 5GIA5 ...... 0 ALIGN 82--1. r :. /...: .r. ..... --z 2 HR SEPERATION FASCIAS , / � WALL PER UL #336 f- Y 6REAT ROOM - - - SEE DETAIL I/FW-2 Z } PLATE HT GREAT ROOM :: PLATE HT. I I'-O" I, O° I'-O I'-0" Ln N � _ 1 OH. _ OH. I'-0" 8' I' p 0 i. OH. cw 4'-10" 8'-4" 5'-2" O m OH ' 8°.AZEK OH. I n W O w Y FRIEZE BD. ------ B2-I `fA [ if �: W [��, w di U O .. ., i Z _ 3 I6 4 6 BLmHTH 1 6' "G BL WI TH " �� �112-1 (A-0 ►� Y f b AZEK TRIM ------- ALL ALL SIDES ALL SIDES ni e Lj� �—b"AZEK TRI = / r IJ_- C7 f f LI IL z m ✓ NAST 1ST•FLbO _ _ FIN. 15T FLOOR _ FIN. 15T FLOOR 2015 IRC- 8312.2.1 THE TOP OF THE SILL OF AN J IIII ELEV.+0-0 - ELEV.+0-0 IN DWELLING UNITS,WHE Z a N 2015 IRG- 62421.8 (503.8) ' OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" C5 w --il ___-___�I ABOVE THE FINISFIED FLOOR AND GREATER THAN 12 ABOVE (n -�I I I I I I I� �r ��II I I I VENTING 51'5TEM TERMINATION LOCATION: THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE I IIII II IIII IIII II IIII I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN pW 6x6 P.T. POST WITH 51MPSON I I IIII II IIII I I I I I IIII II IIII I I 6x6 P.T. P05T WITH 5IMP50N I INPUT OF 10,000 BTU PER HOUR(3KW)OR LESS SHALL BE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL b AZEK TRIM _ BG52-3/6 P05T GAP ANCHOR 4 I IIII II IIII „ IIII II IIII I BG52-3/6 POST GAP ANCHOR Q COMPLY WITH ONE OF THE FOLLOWING: U 5IMP50N ABU66 P05T BASE(TYP- I I IIII II IIII I b AZEK TRIM I ALL SIDES I IIII II IIII I I 51MP50N ABUbb P05T BASE(TYP- I LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A * OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE D A ALL COLUMNS) I I IIII II IIII I I ALL SIDES I I I IIII II IIII I I ALL COLUMNS) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 TO PA55 THROUGH THE OPENIN6 IN ITS LARGEST OPENED RC I IIII 11 WGR E55OHI IIS I I I I Ill ll WINDOW 11 I I I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE POSITION. �O ERT G,y 'Sj� 4 --- I Q INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND a� I 10" SQUARE HBA 6 PERMA CAST 9 I ( LCL_______-I J I I I u-_______-I J I I q 10" 5QUARE HB8 6 PERMA GA5T I AN APPLIANCE WITH AN INPUT OVER 5op00 BTU PER HOUR * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0 Q AG �� UMN #46382 W/5QUARE _ I I I COLUMN #46382 W/SQUARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO i - t m RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO =` z FLAT GAP 8 BASE (OR EQUAL) FDI —'aS FDI FLAT GAP $ BASE (OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR i INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENIN6 ❑ - CORNER COLUMN TO BE _ _ - CORNER COLUMN TO BE AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. PROVIDED W/SPLIT KIT I I Ck 2 HR PER UL # 56 I I I PROVIDED W/SPLIT KIT I I I I WALL PER UL #336 I I I I p � . BA5EMENT _ _ _ _ _ _ BASEMENT p O - - - - - - - - - - - - - - - - - - � - - - - —_ - - - - - - - - - _ - - - - - - -1 - - - - - - - - - - - =fi=— — _ - - = - - =—t - - - - - - - - - - - - - - = - - -r— �FI�JE�N r - - _ _ _ _ - - - � � - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - 20 23 W UNIT 2 3 A A UNIT 24 UNIT 2 4 UNIT 2 3 DUET CLUSTER, = SHEET NUMBER B-2 (MAGNOLIA) B2-5 82-5 B-2 ALT-2 (MAGNOLIA) ` S- �'�T �� Z 1/4" _ (B - 2 ALT- 2 ) (MODEL B - 2 ) ELEVATIONS W B 2 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED W 1- B2-5 c ' w B RIDGE VENT - o a) . BEYON i INE OF ROOF U `� 'k-1 . . • •• ,. — L�" �/ / \ \ D BEDROOM CONTINUOUS ABOVE 0 U a- a / ,,. 6, (R I�) BATTS : Y 12 ;• .. j j , \ L. AZEK SHEETING U GO � I --- -11!�! lzl�� -11 I -0 1 / / \ \ CONT.BLIND FLA5HING \ : : �: ,, ~ U o, _ . . /1-1 J \ RIDGE VENT 'k � U OH i / \ \ N o . 2"x b" NAILER-LAB N ., . • 11� \ INSTALL IGE WATER SHIEL m z _ \ �\ ", ' Y D BOLT TO VERT STUD -� PER MANUFACTURER'S - Z U a� `° M , • ..,. - �,.. , . , W/ DIAXb LBOLTS i b . - :..- ._. : - \ �� SPECIFICATIONS To MAINTAIN ., O c °' i \ \\ OHC? . . ... : . . - \ .. PRODUCT WARRANTY I, , � U i v ` w LINE OF RODF1. „ ,..: .. ,. /'x'• Q Lo _ (D BEYOND GARAGE . . . : . \ \\ 12 . . - - = M o0 . .. RIDGE VENT \ \\ u () 12 , . . .,.... .:,,.� . , ,,.. . ...,, . ❑ I - 7� \1\\.,-� . APPLY ICE d WATER SHIELD IN . . - � +/- I I ,,,. \\ FAIR WEATHER WHEN THE AI 2"x b RR® I6 ,.. . .. R 12 , ...., • ..., ,:, . , .111 ,, ..... .:I ',, \3 .. .,. ,.,, . , . �, oG u fir— ...\ \\ . . _ . a RIDGE VENT I 1. 12 .. . ., , - -- -- \\ I I . RARE AT TEMPERATURE55 OF q (R-30) BATTS .� EXPOSED LOW GDR ,. ,..., ..... . „,,, ..„ 1. . 4O°F °G OR HIGHER. LINE OF ROOFllz2"x 4 SOFFIT BMS 11 _ _._. i FLUSH ROOFSI 11 P4, 2" BEYOND® GARAGE _ I i .. 1x8 FASCIA BD. \ \\ ® Ib"Or, OH _. .. . 1. \\� I . � ) ALIGN FASCIAS I -) r-,`,i� r -t--- , � • ,.••.• i /.. . F; . BD - WINDOW HEADER PER PLAN B21. 7\ \ ��� I - I . i � � , � � " I � I I-�.,� -. ,. I i � -� - - - 1A i --\ , - , , . ��I �� 9- .. BEDRM#2 _ _ DIN AREA GREAT ROOM - -� - - - PLATE HT. OH. PLATE HT.. PLATE HT. : . .. .. ..: /i i t U . . , : I H TRAN50M WINDOW I0J=� =1 10" AZEK _ I I D FRIEZE BD. 0H �.— � 1... , -! � fi -I_ 1.. _ =1 l BEDROOM #2 Q„ I . - - 3..- 1 . oH. . .=I ._ . O / o I. I - :. 7i r- _.__..___ ! -- ---._L._..- --I-- --- I U .1 I _: -- .. .. 2°x8" ® I6"OG FOR SEAT I I a I ....- � .. F zIF I I 1 . 10" SQUARE HB�6 PERMA . O EXTERIOR WALL I I s, .., 1. ' I� CAST COLUMN #46382 W/ B2-I _ u- / Q o1. .. [� r I o CLOSED CELL SPRAY FOAM Q - TY�K OR EQUALGLE SIDING I .:I . . . . _ - DOUBLE-HUNG WINQOW I . t , . -l/Ib"05B SHEATHING I Q z _ . .. I I BASE (OR EQUAL)P FILLLSEAT CAVITY ATION TO PLETELY ZO M - 2x6 WOOD STUDS® 16"O.G. .�,. : r . OLj . . � : - ._. G 2)2"x8"® E b t: - - Qj� �. ' J -b"R-21 BATTS o 7 � Ill PROM ED W/ SPLIT KIT ( NN W/A35 : . I: - - E 51MPSON CONNECTOR C: .: .:.1:- . = _ 1 2-5A CONNECTORS �; I:.IIT-1 IT,1 t- I � i t : �.. . . Lj I x 12 AZEK TRIM !� ., . E \ \ _,,, BD / / ' GYP BD . . i FIN. IST FLOORI ., .. ..L...�:I.: .1.� .�L. .r 4,, I .1 I�j..� . , I . I I I . . : � I : t � �_ Ij- _ % _mm - _ I FIN. 1ST FLOOR ELEY.+0-0I L ELEV. +0' O" __j --; - - _ _ _ _ - -- 0 3/4° TdG GR 5UBHED - ON - � q -0-1- - - - I I 10" SQUARE HB$6 PERMA 77"""""`I I bxb P.T.P05T WITH I I I I I „ CN CONTINUOUS BETWEEN PLATES O CAST GOLUtN #46382 I^V I I 51MP50N BG52-3/b I I I I 7/16 05B HEATHINGJ 1._b.. 11 AT EXTERIOR WALL .. SQUARE FLFIT GAP 4 I I P05T GAP ANCHOR 4 I I I I I !`�-'1 WALL a GARAGE BASE (OR E UAL) -751MP50N ABU6b WALL® GARAGE I I 2X12 FLOOR w I�"1 BEYOND I I I I P05T BASE(TYP- I I I I BEYOND - - - - - - - (n - I CORNER GO UMN TO BE ( I ALL COLUMNS) I I I I I FDI o JOISTS® I6"OG. I? I PROVIDED SPLIT KIT FIRST FLOOR LINE - _ _1—- D II I I I I I I I � - - - - -- _.._......-- - _._.._.--..__....-...__-.. -- — - ................_ m I I I I I I I I I 7= � � , .,.. � i I I 4� 0 I I I I I `� ,.; UNFINI5FIED �'1� BASEMENT I I I I I - - r - _ - _ BASEMENT I •. , I F4 - , - - - - - - - - -ri- - - - - - -, i- - - - - - - � - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - -IL - - - - - - - - - - - - - _�I - - - - r- - - - - - - - - - - - - � - I I BASEMENT (..� I I. I I� I I �., — u 6 -e!� L- - - - - - - - - - 1- - - - - - - � - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - --I - - - - - - - -I - - - - - - -L - - - - - - - - - - - - -i I • ^. I Q B RICHT END ELEVATION 2 — —j z U e2-5 1/411 = II_ou FD-I (R-13)CLOSED CELL SPRAY FOAM INSUL � 2 30 ALONG INSIDE FACE OF FND.WALLS-FULL HTUNITOR DRAPED BLANKET INSULATION U o B - 2 MODEL MAGNOLIA BEDROOM #2 BAY DETAIL I 1"- i,-o'. B2-I.I LINE OF ROOF /// / BEYOND® MASTER ~ A B BEDROOM RIDGE VENT /!/ \ \\ \ 5.75 T // \ \ N N N M M N „ : . . .•. ASPHALT ROOF 5HINGLE5 INSTALL ICE b WATER SHIELD E5 i / AZEK SHEETING ON 51D PER MANUFACTURER'S / OF DORMER TYPICAL .. ..... I. . ,, . , LINE OF SPECIFICATIONS TO MAINTAIN / \ D RAGE r / \ �5 75 800 OVER GAR . . . PRODUCT WARRANTY RIDGE VENT .. , . PLYW SHEATHING 1. . / i/ - RIDGE VENT ROOF BEYOND 12 �. OOD / APPLY IGE 4 WATER SHIELD IN I i/ .., - . .� 2 1_0 z z FAIR WEATHER WHEN THE AIR, \ �, OH 15#ROOFING FELT PAPER d g 1111,,, .. MIN 3.5, ,. . ROOF DECK AND MEMBRANE I I % /i / G R \ `.,..... / N Z / /-- .., . . EXPOSED LOW D .. a ARE AT TEMPERATURES OF .. ..... ....:... ...._.,r:,.,., ...111.1.,., , ,, \ �... -. ` INSTALL IGE 8 WATER 5HII PER Z Z Z O Z Z Z N 40°F(5°G)OR HIGHER I i / i „ „„ RooF FRAMING - - - - - : -. ., // / 0 MANUFAGTURER'5 5PEC5.TO /` O Q O O H �C/� . I . . �./ , . FLUSH ROOFS - 1x8 FASCIA BD. ti MAINTAIN PRODUCT WARRANTY. / - - - - - d ¢ un O O / \: SRN . > > > w > > N D � , E OF GARAGE OF BEYOND / \� GARRY DOWN FRONT OF FA5GIA- w w w � w w :... MIN 4 TYPICAL / w m m U i ,-. . . .- 8 AZEK b' I,.,,,1111 , . .. .j :,i .. '' .. . . . „ FRIEZE BD. \ . �_ � \ I „ / "' """ H LUMINUM DRIP EDGE __ I �' GAP co GREAT ROOM BATH#2 - \ — - - - BEDRM#2 Q o. - � - --- - - - — PLATE HT. 1 0 PATE HT. / o PLATE HT. OH. .. .. GUTTER / 2015 I RG- 6242-1.8 (503.8) I I'-4" �. . . .. . . _ -Z \ I_o„ n CC_ I .,, I / VENTING 5Y5TEM TERMINATION LOCATION: QH• . L . I24 m ,i _ \ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH I : I O I � z � I t p I t � i � . . � IOH I ,\ : , . :..: I'll AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL {. ! I I <r ,` z BE LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO AML 1.1.. \ / I.; . w BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER .. _-- -.---111.1.11.11 . _11.11. .. -- � I I'.I 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER z z T Q WITH A 4 INCH VENT 10 SQUARE HBA 6 PERMA 1 I I . z 0- - I cL O m /� Im � .� .�,r i 1. I -� EXTERIOR WALL - r HOUR SHALL BE INS ALLE _ B2-I CAST COLUMN #46382 Wl o zn - I I .! _ HARDIPLANK SHINGLE SIDING o w O o TERMINATION CLEARANCE AND AN APPLIANCE WITH AN o _� _ I �, TYVEK OR EQUAL = Y SQUARE FLAT GAP d I I o = `. o I > 1---1 r _ INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST = lip o : I o I : -l/Ib 05B SHEATHING NOTE.. "`` \\ w Ww- A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF BASE (OR EQUAL) - I I , 6 - z J I - 2xb WOOD STUDS® I6 O.G. ICE TER SHIELD IN _ THE VENT TERMINAL AND THE AIR INTAKE SHALL BE CORNER COLUMN TO BE ,� - ,Q I q I I - b" R-21 BATTS FAIRAPPLWEATI�R Z L---, LOCATED AT LEAST 12"ABOVE GRADE. PROVIDED W/SPLIT KIT I _ _ :. :. ,: � `p I I .: :_, WHEN THE AIR,ROOF DECK AND , I I. . MEMBRAt�ARE AT 4 1� I ,. i I TEMPERATURES OF 40°F(5°G)OR WI, , . , I w 11 t LLTI 1 - - Hlr�tt �„� FIN. 1ST FLOOR - _ _ _ N. 1ST FLDO FI 1� 2015 IRG- 8312.2.1 ELEV.+0'-O' - - - - - _ - 1� ELEV.+0-0 FA5GIA BOARD I"AZEK SOFFIT ❑ IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN _ _ _ _ _ _ _ _ _ - - - - - - - BOARD YT/2"DONT. OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" VENTING OR VENTED w „ I I I I I 6x6 P.T.POST WITH ( I 10" SQUARE I-IB�6 PERMA I I VINYL SOFFIT � � ABOVE THE FINISHED FLOOR AND GREATER THAN l2 J SIMPSON BCS2-3/6 GA57 GOLUM�d #46382 W/ I I � 0 ABOVE THE FINI5HED GRADE OR OTHER SURFACE BELOW I I I I I I I c- m ON THE EXTERIOR of THE BUILDING,THE OPERABLE I I I I I 5IMP GAP ANCHOR I I SQUARE FLAT GAP ff I I DETAIL 2 SIMPSON ABUbb WALL ® GARAGE Z ui WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING. I WALL GARAGE I I I I P05T BASE(TYP - I I BASE (ORE UAL) - I BEYOND z g � * OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER BEYOND CORNER COL MN TO BE U SPHERE To PA55 THROUGH THE OPENING IN ITS LAR6E5T = FDI I I I I I ALL COLUMNS) I .I PROVIDED SPLIT KIT I Y O ° 0 U OPENED POSITION. iso I I I I I I I I I I * FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F SCALE: 1 1/2" = 1'-0" 2 - 1 l o RED q 2040 �g� Rcy (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION I I I I I I I I I I U ' TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW I I I I I I I I I I �O r�gERT ctiF /)� TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR I ( I I I I I I I I 'AG O� OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.l BASEMENT _ _ _ _ -- �L - - `I'' _ _ _ _ BASEMENT � - - - - m SQUARE FEET. �j- - - - - - - - - - - - - -T-- - - - - - -� - - - - - - Fi - - - - - - - 11- - - - - - - - - - - - - - - - - - - - - - I-T - - - - - - - - - - 17 - - - - - - -I- - - - - - -I-!- - - - - - - - - - � - - -< j- - - - - - - - - - - - - -1 - - - - - - 1- - - - - - - - L - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - -I - - - - - - - I- - - - - - - -I- - - - - - - - - - J � 1 J (. I, ! `; i,: �.1,1:111 , .se, h sa. 0111 I'_ �,fn lL I,' l' ,I j�, �'xt-iA-A �.,/ -: _ .- € .�9,: -1::111__.. �.II! / 023 81 �Q- NI� ELEVATION I ON --- ' ? �_; F"nI 'i �, FES 2�,�, `»`E ..... .� o f . .... . ... .EFT L �b � �._,10 .v ,r".,L. I n E u u B2-5 ,I 7, 11 ., q = I -o ���.�i�°�$N� w�F��, JOB NUMBER IT 24 _ _ �� �Y - w 2 016 0 2 3 �- 9.A�aib�� 23- M DEL B 2 L TER = SHEET NUMBER UNITS ( O ) DUET C USB - 2 ALT- 2 MAGNOLIAZ ��� 0 B2 - 1ml ---�- -� & 2 4 (B - 2 ALT- 2 ) ELEVATIONS w v '"d � 4 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAP, 2 HR 5EPERATION zw E CHEEK HALL @ 131 HALL PER UL #336 131-01, 2 0 UNIT 23 -oil 111-21' 01 141-211 e.4 141-611 e Ill-,211 Z)0 T 0 =3 0 (D o z (D 0 A rA :01 w d) 4A=d v: W 2� z =3 (i LO 10l-0 11 -011 4'-4" M.O. 41-11" 1 5-311 4'-4" M.O. 121-101, 0xa-10 �a M 0 < W LO - (0 UNEXGAV. T- r- .0 F01 4" P.G.SLAB WITH bxb, El c) � 7 10/10 H.H.M.OR FIBERME511. c) UNEKAV. MIN. 5500 P51 GONG. (D > X 4" P.C.SLAB WITH bxb, CL 10/10 H.H.M. OR FIBERME5H. 2., I I ------ MIN. 5500 P51 GONG. r2 5 b" HD 11 FD 1E6RE55 WINDOW I? HID 0 H EGRESS HD 2xI2 FLOOR J015TS 0 WINDOW @ 161, O.G. 7 2"X 10" Fr J I w') AD SEAT 0 4" HIDE J015T 2 x 10" -1 i�)4 — 7 2xI2 FLOOR JOISTS @ 161,O.G. 2% HL co I? -n I I . m SEAT.T.O.SEAT SLAB SEAFD 1 Q) 4 ELEV= (-Y-I�" 0 PPI y ���-4" HIDE J015T -i 1\ --- — — — 2 P.G.FOUNDATION HD •i . :' SEAT. T.O.SEAT 2 ; , I? WITH DAMPROOFIN6 ON 4 I d) (2) 0 ELEV= (-R-I�" q'-4" F01 15-2, 24"x 12" P.C. FOOTING lo" 21-011 u- Ln FPI C)P.G.12" P.G.FOUNDATION HALL] o WITH IDAMPROOFIN5 ON Io', FOUNDATION P. z HALL WITH DAMPROOFIN5 d) DIRECT VENT HEATING EQUIP. loll 24"x 12" P.C. FOOTINC7 15-2" 1 5�" DIA STEEL COLUMN HP APPLIANCE CLEARANCE ON 20"x 10" P.G.FOOTING IF 7 30"x 30"x 12" DP PC APPLIANCES SHALL BE INSTALLED • ELEV H O. . . 0'-0" L 10" P.G.FOUNDATION T. FTG(U.O.N.) WITH THE CLEARANCES FROM DE DIRECT VENT HEATING EQUIP. HALL WITH DAMPROOFIN6, r—llll! 3�" PIA STEEL COLUMN L ---1 UNPROTECTED COMBUSTIBLE ZANCE 015T SEAT. APPLIANCES SHALL BE INSTALLED ON 20"x 10" P.G. FOOTING Hp APPLIANCE CLEAR ON 50"x 30"X 12" DP PC 4TERIAL5 AS INDICATED ON THE TON.ELEV= (-Y-I�` T.O.H. ELEV. 0'-0" L -1 APPLIAN(E LABEL AND IN THE WITH THE CLEARANCES FROM F- FTG(U.O.N.) MANUFACTURERS INSTALLATION 411 HIDE UNPROTECTED COMBUSTIBLE L IN5TRUGTION5. J015T SEAT. MATERIALS AS INDICATED ON THE TOW.ELEV= (-Y-I�" APPLIANCE LABEL AND IN THE L -1 PROVIDE FRESH AIR INTAKE MANUFACTURERS INSTALLATION f HD TO MECH EQUIP PER CODE Y�i INSTRUCTIONS. 2xI2 FLOOR JO15T5 2xI2 FLOOR-106T5 w i(011 O.G. v 'N ® I6"O.G. v U) PROVIDE FRESH AIR INTAKE C) • TO ME6H EQUIP PER CODE F- En I HD 2x 2 FLOOR JOISTS A 2A2 FLOOR JOISTS 04 ® 16"O.C. r @ 161, O.C. ............ F BASEMENT SLAB ^ O F- - 4"P.(-SLAB(MIN.2500 P51 GONG) rh 7 .00( MIL.POLYETHELENE VAPOR BARRIER L -J BASEMENT SLAB TAW t FILLTO q5%DENSITY 4"P.G.SLAB(MIN.2560 P51 GONG) Lu .00b MIL.POLYETHELENE VAPOR -oil 1011 BARRIER x 15'-0" :D e- e- TAMP 4 FILL TO 95%DENSITY w- LU UNFIN15HED BASEMENT TVP. BEAM POCKET U) 101. &I-011 &'-0"CEILING HT. F 151-01, X 141-211 *(R-13)CL65EP CELL SPRAY RAP ENDS OF 6OR Z FOAM N91 ALONG INSIDE W ALUMINUM AT w TYP. BEAM POCKET UNFINISHED BASEMENT FACE OF FN0.HALLS-FULL HT L -J WRAP ENDS OF GDR F- 7 8'-O"CEILING HT. OR DRAPED BLANKET POCKET OR PROVIDE *(R-13)CLOSED CELL SPRAY L -J INSULATION 1/2" AIR SPACE ALL 0 + ALL EXPOSED HOT HATER SIDES H/ALUMINUM AT FOAM IN5UL ALONG IN51DE F- --1 011 POCKET OR PROVIDE 0 FACE OF END.WALLS-FULL HT PIPING AND/OR HEATING DUCTS 1/2" AIR SPACE ALL OR DRAPED BLANKET TON.ELEV= 1�" '7 TO BE INSULATED AS PER N.Y.5. SIDES INSULATION L -J CODE. + ALL EXPOSED HOT HATER (b 4" HIDE J015T (2) 2XI2 FLUSH P.O. 10-1 5'-4" 11 w- , - - SEAT.T.O.SEAT PIPING AND/OR HEATING DUCTS — TO BE INSULATED AS PER N.Y.5. CODE. ELEV= 2A2 FLOOR J01515 17- x A b, F 4" HIDE JOIST D.O. 1/4"x q 1/2" LO^I (2) 2XI2 FLUSH Ib"O.G.0v ------- HD x R T.O.H. 77 ELEV= cv 202: FLOOR JO15T5 K ELEV.'=O'-O L -J 7� 2xI2 FLOOR iolST!�' UNEX(AV. I id SEAT. T.O.SEAT LVL GIRDE 5 1/4"x q 112" LOW I(oll O.G. 4" PL.5LAB HITH HD J--+ 7 LJ bxb, 10/10 H.H.M. 7 vi c; r-: co < VL GIRDER x T.O.H, L L ELEV,. =O'-011 OR FIDERME511. !l" 4" to UNEX6AV. -"-2xl2 FLO�)R JO15T5 MIN.3500 P51 FD1 4" P.C.SLAB WITH @ 161,O.G. x /3 4 bill I CONG. bxb, 10/10 H.H.M. ----5 1'-2" e,"k 1-011 41-611 B2-5) FIA 2'- OR FIBERME514. A. I 2"X 10" cv MIN.3500 P51 SLAB SEAT 4 3 F- T 7 R P 2 -21' #5 GORNE ZEBARS H/ 41-011 FOI HD z 2"x lo" LEGS @ MIDPOINT OF z 4-6" -0 1 SLAB SEAT �5 FOUNDATION HALL a 1'-6" L L U) 5-211 0 ER z cn F- T 7 F- : V5 CORN REBAR5 W 4'-0" 2 FROM TOP i E30TTTDM.. z z z 0 z z z CIA c� 0 0 0 0 W LE65 @ MIDPOINT OF HP C� UP 14R— 3l-4" 4" HIDE J015T E6 Fn Z75 F/) F/5 -j :s cn L L FOUNDATION HALL 4 1'-6" c� • C) (2) 2XI 2 FLUSH 2x12 FLOOR JOISTS SEAT.T.O.SEAT w w uj _j W W FROM TOF) BOTTTOM. (2) 2XI2 FLUSH c� UNEXGAVATED TYPICAL C4 @ ELEV= 91, 011 v GARAGE 51-AB bil 9 UP 14P, 14'-2" 2' r -AUNEXCAVATED TYPICAL *4"P.G.SLAB(MIN.3500 P51 6ONG) co 4" HIDE J015T LL C) Ci 2xI2 FLOOR C) PEINFOP,(,EPWITH(,x(,,10/10H.H.M. 4"P.G.SLAB(MIN.3500 P51 CONC.) *TAMP 4 FILL TO q5%DEN51W 7 SEAT.T.O.SEAT JOISTS GARAGE @ 115"O.G. ELEV= bil REINFORCED WITH bxb,10/10 H.H.M. *SLOPE GARAGE SLAB DOWN 2" F F ZN- 141-211 *TAMP 4 FILL TO q5%DEN511Y TOWARDS GARAGE DOOR 5 1/4"x q 1/2" LO� I I I - E) - .A I w 4 O *SLOPE GARAGE SLAB DOM 2" PL LVL.61 RDE 7 TOHAR05 GARAGE DOOR C) L L HID 2xI2 FLOOR JOI��F5 F F (j) A 5 1/4"x q 1/2" LOW t 11 N— @ lb" O.G.= 4 7 9 z V-61FOER 11-oll &11 -1 - Y, 8� w Il-4 HD III oll L -J �82-5) -bll 2 2�12 FLOOR JOISTS o- @ lb" O.C. 0 co /4B% loll Ill-bil 4B� V P.C. FOUNDATION HALL w ,I L b" Ill-ioll �B2-5) H TH DAMPROOFINC7 ON > 0 w 16"x PP P.G. FOOTING W w 4" HIDE J015T- HD b" P.G. FOUNDATION HA[L SEAT. T.O.SEAT z TOP OF HALL 41l F-lll'i ELEV= (D • WITH DAMPROOFIN6 ON DN= -1'-2" 16"x b" DP P.C. FOOTINC- HIP 4" HIDE J015T TOP OF HALL SEAT.T.O.E uj ELEV= ii 2A2 FLOOR J015T5 0 T elu BAD AD AD ® Ib" O.G. ;Z) 011 -4" 101, 3 2-611 21-61' 2'-0" 2A2 FLOOR JOISTS w @ 1(9"O.G. [El AD ABAB 7 J 21-011 21-611 2-611 10" Ff) N 'I, HIP -j o Z cv 2 V) HD • HID FDT C), If-bil L.11 161-01, M.O. 161-01, M.O. -41' c /27-� —71-INE OF FRONT OF "D1 FOUNDATION HALL @ < 151 -oil -oil IV -c 7'-D" -bil 151 ')ll It 151-411 BEDROOM#2 UNIT 24 lsilvll tall!fO�i 010A rn Z W 2 HR 5EPERATION TOVI 0 0,r S 0 U H,, HALL PER UL #336 U) 23 113 0 L UNIT 2 3 ........ ......... UNIT 24 FEB 0 5 2018, A rA UMBER B2-5,r B-2 ALT-2 (MAGNOLIA) B-2 (MAGNOLIA) n6 ---- W 201602 3 HD= HOLD DOWN MULTIPLE LVL 61RDER GONNEGTION5: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE U) SHEET NUMBER CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND K + -AT. r 4— �3 t I IA 0 )A F UNIT 24 UNIT 2 3 DUET CLUSTER < FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT a_ lyr"qk REPORT ANY AND ALL D15GREPANGIE5 INCLUDING ANY DIMENSIONAL FOUNDATION PLAN z 5TRON6 11 in AB= ANCHOR DOLTS @ T06ETHER H/ 112" BOLTS @ 2'-0" O.G., 2" MIN, CONFLICTS, IMMIEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEASURES LD 6ARA5E SIMPSON FROM TOP $ BOTTOM, � MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRANIN65. DIMEN51ON5 1/4"=11-011 (B — 2 ALT— 2 ) (MODEL B— 2 ) FOUNDATION PLAN c/) HALLS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED `1- 2 HR 5EPERATION ^ , LINE OF REAR 38'-4" Z COVERED PORCH W+ WALL PER UL 336 W ® UNIT 23 — — _ _ _ _ _ y 10" SQUARE IBI C7 PERMA - U 2 Q CAST COLUMN #46382 Wl 10 SQUARE HB�6 PERMA —75T:7TT.555 — --- — -p,4 0 U = U CAST COLUMN #46382 Wl i SQUARE FLAT GAP BASE A 2" A SQUARE FLAT GAP I BASE I 6x6 P.T.P05T WITH Z �' c- 0 ,_, (OR EQUAL) - CORNER B2-5 B2-5 (OR EQUAL) - CORNER I 14'-2" I I 51MP50N BG52-3/6 P05T 0 N L 6x6 P.T. P05T WITH — RO — — —� 472xg-F'•T=�IF�� R COLUMN TO BE PROVIDEDo i GAP AN( d 51MP50N L ° L 51MP50N BG52-3/6 P05T COLUMN TO BE PROVIDED I 0 14'-2" i W/SPLIT KIT GAP ANCHOR 8 51MP50N o W/ SPLIT KIT �) I I ABU66 P05T BASE(TYP _ � .� U .�N ABU66 P05T BASE(TYP - I -ALL COLUMNS) 2'-0" I 13'-2" I II'-0" 14'-2" 14'-6" II'-O" 13'-2" 2'-0" Q N r -ALL COLUMNS) I I i (2) 3016 TR (2) 3016 TR cx ~ "z - COVERED o AL16N TOP OF COVERED I I `� U �' _ Lp (2) 3050 DH (2) 3050 DH w TRANSOMS v ZO i- X c M 4 i I PORCH I� - I ® 6-0" HO HT @ 8-0 HD HT PORGH I �� U Q w M o L� -P-4" 7'-8" 6'-10" 5'-b" 5'-b" 'I b'-7" b'-7" I o _ ti `_ 0 Ly Lu m I Q U m n E2 0 -- v I ALIGN TOP OF N 1q m TRANSOMS i x (2) 30 6 TR (2) 3 I6 TR FH 2 r — — — -1 r — — DI (2) 30 0 DH (2) 5050 DH HD L — �— J L — — — J HD NII Iq `' @ 8'- " HD HT Iq @ b'-O" HD HT Iq I 0 win Q016 TR i `n N� I D1 r — ,r -- -D DI r o 0 1q 3016 6080 SL GL. DR W/ I I (2) 2X10 HDR n' I HD L — — — J L —`�' — J HDe I m I m — o I ® 3050 DH (2) 18" IDELI6HT5 8016 TR HD L — -I L — — — J x I Iq �n 6080 5L. L. DR W/ 3 16 TR (2) 2X10 HDR J 0 _ _ _ROOF TRU55 61RDE cv _ _ R00 TRUSS 61RDER —� — — — — — — (2) 18" SID LIGHTS 8-o Hr�HT I m r _ _ _ �r — — — Q I (2) 2X1 HDR Q I- �� — N _— --I DI ZO Q i ( 3050 DH I = = N \ / II'-0" GEILIN6 u, X o L — — —�J - - - J HD / — - - - - - 1q R00�TRUSS GIRDER _ cv ROOF TRUSS 61RDR _ _ 0 \ / BREAKFAST 5.25 x II l/8 LV NDR HJ U —� J o (2) 2X1 HDR �q / AREA " " _ DI r - - - - - - — 11'-0"GEILIN6 \ l_ - - - - - - - - � "? F- - — — — — — — — BREAKFAST \ 7`— D1 HD e . _ \ / I 14'-0" I 4 2'-0" 4'-2" 3'-D" 14'-0" 6° r m Z 5.25" 11 7/8" LVL HDR AREA \ / I I 21 "G o Q ( 2816 TR @ �- - - - - - - - - -r I I m1 I 2852 DH OU F -1 6" 14'-O" 3'-0" 4'-2" 2'-0" 4 1 14'-O" I I I I DI L I Q m 6-0" HD HT= 2816 TR @ I q I I I I 13'-O" TRAY GEILIN6 1 1 m 0u- Ln 2852 DH I I = I I I MASTER BEDROOM I I r-- ' I-- 6-0" HD HT x DI 'v 1 3 1 PRE- AB 0 L JI13'-O" TRA CEILING I fl I ci " IIII'-O" FILINGFIREP AGE Z Qj� '-—— 'I 6REA ROOM ❑ MASTER BEDROOM I _2 � Z II'-0" G ILIN6 II I �m I � I I I I m zo Q 9 ^ PRE-FAB IL-- J 11 GEILIN6 � r- n FIREPLACE GREAT ROOM I o I z I I KITCHEN I TEMP G DR5 00 00 � � 4 oz � I I I I I I RAISED HEARTH T � ENERGY .n cxv r I II'-0"6EILI 6 TEMP GL DR5 I � ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF KITCHEN o0 00 ENERGY CODE AS THEY APPLY �ENERGYME2 R BEI FO OWE I I / RA15_D HEARTH I 4" 4" \ ( 4" b" Q .. I /5-0 5-0 3\4 4 6 I6 4 2. ALL CON RUC N ALL OMINTERNATIONAL ENERGY I I _ — — — - - - 4 — CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION = r / _ \ Q 4 I I 2816 TR @ 4 W SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO „ 4" I / 4' \ — — — �7 x I 1 2852 DH Q 2'- " 6 16'-4" 6' b" 4" 3' 5'-0" 5'-0"\ frt b 8'-O" HD HT EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. m mss t7l Lib - L 1 m V 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND Q 2816 TR @ I I Q Q / _ POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. N 2852 DH — — — - 10'-0"GEILIN6 12 ❑ O 11 CERTIFICATE SHALL COMPLY WITH IRC N1101.14. I I N �s 10'-O"GEILIN6 IGL 4-2 4 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND 8-0 HD HT L s8 VCILI'Nr, SWIGL �`� I I �, PANT.INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING 12 10'-0"CEI IN6 (-SURFACES. 4 4 2 2 WIfI I U v- 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE - PANT LIN �v`0� �� I WILL i — � o I I I I SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE m �- I "' I 1 4" D 6' W 4" s L -1 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I I - (3) 2816 TR @ d L — J _) II'-O"GEILIN6 I > -i (3) 2852 DH SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. I � r° ~ � 8 0 HD HT 0 I o �. Z `r DINING AREA I I I '- " 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED I Q I n, 4" W 6 b" D 4 WCl - I V HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL (3) 281b TR @ F -) / r Z (2)2668 BE CONDUCTED BY AN APPROVED THIRD PARTY. (3) 2852 DH J II'-O"GEILIN6 = = m o 22'X -- ® BIFOLD ;n L- -1 I " W DINING AREA `r " - �, I ) 30 ATTIC�WC 10-0 6EILIN6 r, SD `ass ® ry (- 10 SQUARE HBffG PERMA 75 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO 8-0 HD HT I I I -/ ACCESS EF MASTER 668 e m SD euro DOORS m I I I CAST COLUMN #46382 W/ Z) A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS I 1 - HATCH - I "1 U LESS THAN 3' IN DIAMETER. I L J I a� (2)26bb—7BIFOLD ® �? b� ®SD 10-0 GEILIN6 BATHROOMS - 21 "G I I SQUARE FLAT GAP 8 BASE ON 4R (3)2X6 (OR EQUAL) - CORNER ry 0 10 SQUARE HBSG PERMA Spm © DI P05T L J I COLUMN TO BE PROVIDED 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE 4 CAST COLUMN #46382 Wl I I I 'r' I tt' DOORS �'ss� O Orb MASTER EF 4" 10'-4" 4" 3'-4" 4" 3'-10" 4" Q SEALED. 1 Q SQUARE FLAT GAP 4 BASE - N W/SPLIT KIT 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR _ BATHROOM (OR EQUAL) - CORNER I 1 (3)2X6 21 "G DN 148 a Q CL. �b� — — — — — — — — 0 HD LEAKAGE BY AN APPROVED THIRD PARTY. COLUMN TO BE PROVIDED (L J P05T p1 0 „ I — — — — — —L4” 3-10 4 3-4 4 10-4 4 v 'L `fl 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. W/ SPLIT KIT I'-0" tO.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F HD B _ _ _ ^ _ _ _ _ _ �F = SHWR PAN X q'-0" `'0 I I G�VERED s GL. Q 5016 TIS DEGREES OR <55F DEGREES SHALL BE INSULATED `� `r o _ NOTE "S o I ) ORC,1{ I �_ DI Wf-H R-3 MINIMUM. KNE ON I ( (3) 2x6 HDR i r I-O 8'_0" I-O "x 3 > 3080 EXT IN5UL DR s� �_ �_ SIIWR PAN I � � �!�, � II'-0" GEILIN6= x I � � ui N cr X q-0 50. 2868 IN5UL DR- 1q u, GOVERED I FOYER r I I 5,-4" W/(2) 12" '- ¢ N o `� N ti 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE en 45 MIN.FIRE % o N (.i 6 M 6 r DI I� I PORI,N Q NOTE : _ _ > 5IDELI6HT5 IRC/IMC 5016 TR �� _ s) I 1z I RATED W/SELF 3080 EXT INSUL DR I� I I I II'-0" GEILIN6 s 1 (4) 2xb POST II TEMP. GLASS GLO51N5 DEVICE -- ---� 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD x 286 INSUL DR- I b I - --- °� CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS * W/ (2) 12" 5._4.. I I r FOYER i PTN ON 2X4 _ _ 3-4 4' 10-0 b -4 m ' S 45 FIRE I i bxb P.T.POST WITH " RATER. SIDELIGHTS N �' I KNEE WALL f4) 2x6 POST n Rn RATI W/5ELF I I I _ _ _ OOF TRU55 GIRDER _ _ _ _ _ _ _ � Ga - - HD 51MP BG52-3/6 P05T o 6-—4M Af-Aftf;HOR 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES m 2F I" 3' 41" I I 6" 1O'-0" 4° 3'-4° b° GLC��iN6 DEVICE III ABU66 P05T BASE(TYP 4, -.- I a, MUST HAVE HIGH-EFFICIENCY LAMPS. - ,- _ N bxb P.T.P05T WITH (4) b P05T I i ? ° -ALL COLUMNS) I Y - ° z 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC 51MP50N B652-3/6 P05T HID I i ® (1-p`V) ° m q g g ROOF TRU55 618 ER WC Iq -' i N a CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND GAP ANCHOR B 51MP50N - - - - - - - - - - - - _ _ _ SD m £_':`. nt; .l' z z z O z z N INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE ABU66 P05T BASE(TYP _ _ I' I I TWO GAR GARAGE Gam• Q DI �, L� O o O o O g w RESPONSIBIIJTY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE m ALL COLUMNS) o ` ) L V) ® 4. _ I REINFORCED WITH bxb,10/l0 W.W.M. Q © @ 8'-0" HD HT > o. Q u) III 4"P.G.5LAB(MIN.3500 P51 GONG.) b" 5 3'_4" 4" � 4'-6'� 4" EF 8'-b" � b" 3030 AWN � DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE Iq �WC) 5D TW GAR GARAGE I - N 5 O *SLOPE GARAGE SLAB DOWN 2" �b 10'-0"GEILIN6 m __.. ,_m w m m U MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, p1 Q Gl_-• Z *4"P. 15LAB(MIN.3500 P51 GONG.) III p TOWARDS 6ARA6E DOOR s = � BATH #2 � m EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF -1 3030 AWN 6" v 8'-b"©EF `�' 4" 4'-b 4. 3'-4" b" REINF� GED WITH bxb,10/10 W.W.M. I I —2 * °TYPE"X"GYP BD ON 6ARA6E REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. Q *5LO _GARAGE 5LAB DOWN 2" I I WALLS E GEILIN6 0 N @ 8'-0"HD HT 10'-0"GEILIN6 `��s B `r TOWA 5 GARAGE DOOR I I 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC m © * " X"GYP BD ON GARAGE 111 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED m BATH #2 O 5PAGE GOM1 ON NAL TYPE"X"6YP 130 ONT 6 FRA6LIVING 668 p o d RAL GEILIN6 N I b� TO COMPLY WITH THIS CODE. N `� - * "TY "X"GYP BD ON INT OF LIVING I( O0 Iq rp 5PAG�¢OMMON WALL5 TO 6ARA6E �1 I= B 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR HO i� � >Y B 5D® �'�' DI b EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH `L ® z III �I i I B2-5 I 6" (R-21) BATTS m SECTION N1103 CONTROL SYSTEMS. os 5D > o W B Iq e z ,i I I1 xl I I B `�? 11'-O"GEIL N6 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND �'� Q }' NII x NI INSULATED IN ACCORDANCE WITH TABLE 8402.4.1.1. APPLY A FRESH BEAD 62-5 �; e� s 11 N m 11 1q BEDROO #2 a a } OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO O0 6 (R-21)BATTS s II'- " GEILIN6 ^I ( 1 DI b „ D = 0 0 J INSTAWNG INTERIOR GYPSUM WALL BOARD. :o K a� �I�DORMER WALLS I I 4` Iq 18-0 12 0 - 6 21-61 I > U I e Lo BEDROOM #2 -- 1q I I i ABOVE i 11 1q DI 1 p _ Hp b" DI I I DI 4° 16070 OH DR - Z v o 4 2'-b" b 12'-O" - CD 2015 I RG- 62421.8 (503.8) m 1 III III — HD — 5 114'x—lb" LVL HDR LID r W 4 VENTING SYSTEM TERMINATION LOCATION: I IbOl0 OH DR I D/21 Q 0/21 0 O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF - cV I 0 _ _- _ _-_ _ _-_ _ — _ — _— 0 10,000 BTU PER HOUR(3KH) OR LE55 SHALL BE LOCATED AT LEAST r Hp i 5 I/4"x I6" LVL HDR HD DI 2-1• ❑ a 6" FROM ANY AIR OPENIN5 INTO A BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT I U OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH Q D1 2 I D/21 Q Hp SEAT - 0 �- � ��HO J � VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT FW-2 DI J (2) 2X10 HDI- m OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT (2) 2X10 HDR - _ _ _ z z 6i TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND a 0 r -1F �— -1 THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. HD r — — — -1 r — — — HD L — — (2) Ib TR J DI 1z (D o U) Ev (2) 30� TR J Iq A A 1q (2) 3 50 DH (2) 30 0 DH @ 6-0' HD HT LINE OF UNIT 24 @ 8'-0' HD HT D1 B2-5 4" 2-5 D1 4'-0" 4'-0" BEDROOM#2 0 -;� ED qkc 2015 IRC- 8312.2.11-411 " WALL BEYOND w 5 6'-6" b'-b" I-0 I6'-0"R.O. I�4" U lvC�� 6E R T Cy IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE � � Q WINDOW OPENING 15 LOCATED LE55 THAN 24" ABOVE THE FINISHED �It �` � H FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR 2'-0" 2'-6" 2'-b" 13'-0" 18'-8" 18'-4" 13'-O" 2'-b" 2'-6" w a tip, m. OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN5,THE W OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: _ 38' 8" 36'-4" 2'-0" * OPENIN65 THAT HILL NOT ALLOW A 4 INCH DIA METER SPHERE TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. TO��, � � ❑ 9� ' 0�3 a 1 COQ FLOOR PLAN 2" FLOOR PLAN ( FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F N TO UNIT 24 UNIT 2 3 l ��o� {THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO }' �/� rJ F��`' RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY 1/4"=1'-0" OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE LIVING AREA= 15gG SQ. FT. �2 HR SEPERATION 1/4��=1'-011 LIVING AREA= 15qq SQ. FT. � B NUMBER WINDOW UNIT TO LE55 THAN E SQUARE FEET. B-2 ALT-2 (MAGNOLIA) GARAGE AREA= 51150. FT. HALL PER UL#336 B-2 (MAGNOLIA) OARAH AREA= 3TI 50. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. w 2 016 0 2 3 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =EXHAUST FAN: GENERAL CONTRAGTOR5 AND SUBGONTRACTOR5 TO REVIEW THE5E # W SHEET NUMBER STAIR MANUFACTURER TO 50 CFM INTERMITTENT OR NOTE V : UNIT 2 4 UNIT 2 3 DUET CLUSTER AND TWO-FAMILY DWELLINGS,TOWNHOUSES MULTIPLE LVL GIRDER CONNECTIONS: GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARGHITEGT AND = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS * ALL DRYERS TO BE VENTED W NOTE: APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAO BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMENSIONAL r ALL WINDOWS SHALL BE TRUSSES W/ 12 MIN. HEEL BUILDINGS(CONDOS d GO-OP5) AND UNITS REPORT ANY 0I5GREPENGIE5 TO H 5IDE AIR PER CODE Z OFFERED FOR SALE,IN THE IMMEDIATE TOGETHER W/ I/2" BOLTS @ 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE * ALL WASHER TO BE CONFLICTS, IMMEDIATLEY TO ARGHITEGT FOR G08REGTIVE MEASURES FLOOR PLAN ANDERSEN 200 5ERIE5 HEIGHTS (U.O.N.) @ 24 O.G. Q = TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND GONFLIGT5 TO THE ® (B- 2 ALT 2 ) (MODEL B 2 ) �ARGHITEGT PRIOR TO STAIR FROM TOP 4 BOTTOM 4 MIN. 4" FROMENDS DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALLw 2 3 DE5IGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. ®5D 5MOKE DETECTOR BE GALCULATED AND NEVER 5CALED UNLE55 OTHERWISE NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS; _ I6'-2"GABLE WIDTH Z INSTALL ICE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO w c MANUFACTURER'5 SPECIFICATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED bxb P.T. POST WITH 2 o PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. Ib'-2" GABLE WIDTH 51MPSON BOR 4 5I POST Q o GAP ANCHOR 8 51MPSON - U ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING O � U NOTE: 16 LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN bxb P.T. P05T WITH ABU66 P05T BASE(TYP APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK -ALL COLUMNS) z (J Q AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 4 0 51MP50N BG52-3/b POST _ _ - - CODE. GAP ANCHOR 4 51MP50N I Z -E 6 E L U PRE N IN EKED ROOF ABUbb P05T BASE(TYP r ` (3) 2X8 P.T. GIRDS D.O. � O s.. 'o rn co v � -AL Go UMNS A A U �� ��' ami m TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE L L ) B2-5 I 82-5 II'-0" PL HT. " o o STRESS DESIGN: - - - D (EQUATION 16-8) D.O. (3) 2X8 P.T.61FDER I -O P T. 12 12 a � 51MP50N 5TRON6-TIE D + L EQUATION 16-9 ' I-0 a �- I-0 Z U cd ( ) II'-0" PL HT. 11'-0" PL HT. OH. �„ oH. L_ °•(n � M MT5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I �I Q w C? CONTIN0005 WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) 1 12 12 i I �, NOT "R" _ L TOP OF TRU55 HEEL I-° q q I-° w M °° _23 _ D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) OH, I oH. q 2 HR 5EPERATION �I I� ° („) WALL PER UL#336 c� 0� co 'j D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD W = NO "R" ,� SEE DETAIL I/FW-2 N1 HEEL HEIGHT VARIES-SEE TRUSS DRAWIN65 FOR HATCHED AREA INDICATES ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL w) LOCATION OF FIRE RATED ROOF o IC BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 IN 4 WALL 5HEATHIN34'-0" FROM -' o N \ OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ,x I II'-0" PL HT. '�_ SPEED (101 MPH BASIC DESIGN WIND SPEED) IN m' = 2 I'-0" _ - - - - - - J m EXPOSURE CATEGORY B. XI I` 4 o ALIGN FASCIAS OH. 12 cv' I I-0 PL HT. VARIES m 8" „` NO E "R'1 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I L - - - - _ - I'-o" FRAME \ FOLLOWING DESIGN LOADS: , oH• ALIGN FASCIAS OH r / o 1 O \ — TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND /- •' ROOF TRUSS GIRDER ROOF TRUSS GIRDER U `-� LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD NOTE "R° ! ; UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 GUTTER (�2 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE f— _ ROOF TRUSS GIRDER ROOF TRU55 61PDER \ - -ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE Z 8 FASCIA BD 8I-4 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. j !/ ' i / , ' y ;/ O / . 12 12 U E\ TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD Of iJ DEFLECTION OF THE LESSER OF L/360 OR .75". ~ 12 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ' I / VENTED VINYL SOFF �f ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR a H H ' z m /�' TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL 12 � 'L�W /' / L ❑ v C) INCLUDE THE FOLLOWING INFORMATION: q p �i� , ��� i' . i' INT.BEARING w 1• DEPTH, SLOPE IF ANY), SPAN, AND SPACING. U v ;" TRAY GEIL. ( ) � ,Y / WALL BELCH 2. LOCATION OF ALL JOINTS. � -� 3. REQUIRED BEARING WIDTHS. J� r b° LEADER TO DRYWI=LL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. �¢ WT�BEB�R1oW '': TRAY GEIL. /; / % '/ OR 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. b" / ~ 4.4. BOTTOM CHORD DEAD LOAD. OH. I✓ 4.5. CONCENTRATED LOADS AND THEIR POINTS OF r O ., APPLICATION. 4.6. CONTROLLING WIND LOADS. / /: FLU5H ROOFS w I 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTORDETAILDESIGN VALUES FOR CONDITIONS OF USE. 6. EACH REACTION FORCE AND DIRECTION. FLUSH ROOFS r I m NOT TO SCALE 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, FW2)B2 -4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE PG SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 �•> NOTE: GA MIN THICKNESS GRADE A GALVANIZED STEEL �% � 4'-0° ' �4'-0" U IN5TALL HALF OF PLATES. / N'0 VENTING NO VENTING \ FASTENER5 @ EACH RIDGES TO END OF STRAP �� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH ALIGN H L� o m MEMBER. W/VENT �G z i / r , TTRU55 RIDGE W/VENT / 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO s I 12 r , GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD Z \,.J SPLICES. ° TRU55 RIDGE W/VENT r w mom 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. II'-0" PL HT ® 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS 12 l 3 °° MEMBERS. B2-4 U ° D 51MP5GN STRONG 12. REQUIRED PERMANENT TRUSS MEMBER BRACING ° -TE H6 LOCATIONS. 11'-0" PL HT. 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH / E ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND ' (3) 2X6 P05T OH. 51MPSON STRONG TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD „ �� /CARRY ICE d WATER SHIELD MT55TRAW1146 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS I00 J FOR MIN OF 3'-Q" ALL J�� 14-IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (3) 2X6 POST DIRECTIONS® INTER5EGTONGs (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OF METAL 8 ASPHALT ROOFING HI H i s NEW YORK. w� I_oW * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, ! v PROVIDE ICE ff WATER SHIELD clia r ~ N OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND ,� ` ON ENTIRE DORMER ROOF FOR I r o N N M IN M M CO r U5E IN GOMBINATION ONLY DETAIL WN ON ELEVATIONS AND SECTIONS. i SHALLOW PITCH 1 To RIDGES ALIGN AS SHO 12 N ? WHEN 5TUD5 AND RAETER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH wl H THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I �` ROOF BREAK / i, ' S DO NOT ALIGN NOT TO SCALE WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING �� NL Q r Q 12 S B2 -4 4 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. a l r. FW-2 � I� * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER bxb P.T.P05T WITH ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. ' �� / ! 51MP50N BG52-3/b z `n THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ml 5TANDIN6 SEAM - - - _ _ - - - _ - POST GAP ANCHOR d Z E CONTRACTOR METAL ROOF R F TRUSS GIRDER ROOF TRUSS GIRDER z U) u) w g a METHODS OF ERECTING THE TRUSSES TH T bxb P.T.Po5T WITH - ST z z z o z z SIMP50N ABUbb PO SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 51HP50N B652-3/6 ,I -ALL _ _ o a o o g BASE(TYP O O DESIGNED AND INSTALLED TO PREVENT ROTATION AND P05T GAP ANCHOR d `� `� `� ROOF TRU55 GI ER ROOF TRU55 61RDER / COLUMNS) > > wIN > >F/5 0 a ¢ j PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 51MP50N ABUbb - - - - - - - - - - - - - - '/ - of w ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA P05T BASE(TYP- ! 11 011 w v 51DEWALL ABOVE ALL COLUMNS) NOTE R OR BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE LOWER ROOF ( TO GOOD PRACTICE FOR HANDLING, INSTALLING & ' BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. I 0 NOTE R oH. „ „ PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS NOTE: INTERSEGTIN6 ROOFS I 1 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN / ! �`e ��'' 11'-0" PL HT. ON TRUSS DRAWINGS. 11'-0" _ WEAVE ROOF 5HINCLE5 AT I I GARRY TO UNDERSIDE OF * I I'-O" PL HT. 12 E �� �¢��� JN ssy/ I IT TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, � N � � � - ,o I- INTERSECTION OVER ICE SHIELD H16HE5T ROOF SHEATHING - a �- ss -l- / �L/, i / E' o Z I-{p DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY �, /fn �' 20'-3" HIP PL HT NOTE "R" B W MEMBRANE - CARRY MEMBRANE MIN. 24 I I WITHOUT THE APPROVAL OF A REGISTERED DESIGN _ —� c, OUT IN ALL DIRECTIONS OF �? _ 62 5 !� ! _ --___ ___ _ __ - __ _3 '�-- -- -- „ B2-5 CV PROFESSIONAL. cv , I-o INTERSECTION , - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS Q S „ ;, �� + o ,o OH. O m - o NOTE R z u� o z = s w -� z AND METHODS OF ERECTING THE TRUSSES. THE B z B �' o o �� o Z W CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY B2-5 II'-O" PL HT. 1,_0„ z / I B2-5 N 4 0 2444 DH IN —��, w w ,- UJ I Lw--1 BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE OR —I— GABLE END WL Q-i = Q 10'-0" HIP WIDTH = 8'-q" PL HT Z T INSTILLATION OF THE TRUSSES. / HF12 II �n F-+—I ROOF TRU5512 12 II Q Lu I _ 4 j Q I HIP RAFTER, 8 q PL HT. -� 51MP50N HGP HIP SEE PLAN ABOVE FLOOR > ' / . T s i I ( / , " I" � s ,_ .1 �'�• FEES 05 2(!1� ,l_.!s ❑ I CORNER TIE off �N " / o i' y I ° c i - / w o II'-0" PL HT. �l P� %� OH. 51DEWALL ABOVE LOWER a �v NOT "R ss til. . c�� i 11_01 p���I b I-0 _ I F_ i ROOF „ o - _ FRA E OR NO R o p OH. J�� < z m OH. q'-O" PL HT. �¢ 12 12 Iii II II 13'-8"DORMER PL HT s 11'-0" PL HT. Z Q 0 U III-011 PL H E SEE DORMER PLAN AT B2_� - r:? s _ ABOVE 15T FLOOR = I'-O" 0 0 I q'-0" FRONT GARAGE o OH OH o I, w y.. OH. s - �.. I'-0" PL HT. FALSE DORMER TO BE II'-0" PL HT. €'3 i ° v 0 5� BUILT OVER LOWER ROOF WALL PL HT. ABOVE FIRST FLOOR N oF '�� '� ��' ' U O� ERT J _ 2 HR SEPERATION TRU55 RI06E W/VENT FLAN s1 4'-1011 81-4 51rn _211 SEE D AIL I/FW--2 TOWN N O SOUTMEV D _LL R IL#151) tai.` I � j HALL GABLE END DETAIL ROOF WEAVE DETAIL 3 XTLI\IO Y Y/��� 4 AREA OF ONE ROOF UNIT 24 UNIT 2 3 �I � �' BUILT OVER ANOTHER A I B2 5 E"�i� s I o o�� cn 9 2381 OQ TOP PLATE HIP 62-5 B-2 (MAGNOLIA) ° of N E� B-2 ALT-2 (MAGNOLIA)-DETAIL NOT TO SCALE - GONN�GTIO�I - �� �B2 4 B2 4B MBER GUTTERS I LEADERS �;� � .._..-v,._...a_�.-.-_-_....,�.-.. ._..... ... R '2016023 INSTALL ICE AND NOTE R: UNIT 2 4UNIT 2ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED R001= DUET CLUSTERuWATER SHIELD PER � SHEET NUMBER MIN. 6AU6E, GUTTERS SHALL BE 5 SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCI5SOR TRUSSES W/ 12" MIN. HEEL ROOF PLAN Q MANUFACTURE'S RELATED � REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRUSSES @ 24" O.G. ROOF TRUSSES @ 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. z- " SPECIFICATIONS TO (B - 2 ALT- 2 ) (MODEL B - 2 ) ROOF PLAN2 x3 , .027 GAUGE W/ CLIPS $ ANCHORS. CAULK i SEAL ALL DESIGNED BY TRUSS ENGINEER DESIGNED BY TRUSS ENGINEER DESIGNED BY TRUSS 1/4 =1 -0z JOINTS. PITCH GUTTERS MIN. 1/8"/FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT (D e B 2 8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DE516N). WARRANTY ENGINEER w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED