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HomeMy WebLinkAboutD Building PlansBRICK VENEER, TYP. PREF-FORMED NEWEL AND RAIL SYSTEM63ro" HT. CANTILEVERED PT. WOOD DECK (PAINT TO MATCH EXT. TRIM) SEE DETAILS SPT. D2 I 13 cf�l E m FALSE CHIMNEY — (SEE DETAILS, 5HTA4.1) -I� NFOR N 24" 014. DECORATIVE HALF ROUND LOUVER W/ BRICK ROWLOCK SURROUND -°-WOOD CROWN FRIEZE W/ DENTIL MOLD, TYP. (SEE DETAIL, SHEET 0-3) TRUSS HEEL HT. N CONTINUOUS BRICK SOLDIER COURSE c0 (PROJECT 1/2" FROM FACE OF BRICK ; VENEER) 2416 FLOOR HT. ._.V_ .TDP OF PLAID _ CONTINUOUS PRE -CAST BELT -BAND (PROJECT I" FROM FACE OF BRICK VENEER) a� L.ef t Side Elevation SCALE: 1/8" s 1'-0" TRUSS HEEL HTS — TOP OF PLATE --- 5/4X4 TRIM, TYP. — HARDBD. SIDING TYP.=�- _ _2ma FLOOR HT. _ -- -TOP OF PLATE � r PRE -FORMED NEWEL fDRAIL SYSTEM*3ro" LT. FIXTURE CANTILEVERED F.T. WOOD DECK. (PAINT —_ TO MATCH EXT. TRIM) T-- '� SEE DETAILS SHT. D2 - - et FLOOR PTS _ ---TOP OF PLATE -_--- TOP OF SLAB bear Elevation FALSE CHIMNEY — (SEE DETAILS, 5HTA4.1) 16' X It O.H. GARAGE DOOR SCALE: 3/lro" 11 1/4 BRICK ROWLOCK SURROUND W/ PRE CAST CONC. KEYSTONES AT ELLIPTICAL WINDOW --- FALSE CHIMNEY (SEE DETAILS, 51 -IT. A4.1) CONTINUOUS SHINGLE -OVER RIDGE A (NO OPENIt1Cx AT F.IaT. PLYUJO. DECKII�tCs) do COMPOSITION SHINGLES ---+r (TYP.) —WOOD CROWN FRIEZE W/ DENTIL MOLD, TYP. (SEE DETAIL, SHEET D-3) F.RT. PLYWOOD ROOF DECKING 5/4Xro FASCIA BOARD, TYP.- w.rw.w— wdi aw - wr f` . Irjl 1■ ,I�, 1yE■ ■1j{[j FI ■1 1 rr■r rrMimi � Fl��fli'�lNi�►�E�lrli{fr■.�111"ff�ii��f■'{���{i r� t :— AT r PORCH ali' �'ll■ rrr MEN,TOP OF ROtULOCMR 0-11 MMR, -. - .. • - . - II{It;;.,.,;,,;;; uN1Ol�i/1M�11OIf1l�1 r■■irrrirrr�{�{{NI;,N{r'I{i{{M{I�IIfl � — • � '� — rag i�i7.'T f �_ � r�w���r��ii�ER■T��r�" ii�Tiri� � �A Z 0 w W J IL 4c 'Q Z Q .j �I U. 0 W 0'. J now , I� :z s TIL EL TRUSS HEED. HT. TOP OF PLATE ALUM. CUTTERS AND -, DOWNSPOUTS WITH COLI-ECTOR5 T— SLOPED PRE -CAST SILL, TYPICAL —2rd FLOOR HT. — TOP OF PLATE — 1' `--PRE CAST LINTELS c (PROJECT 1/2") 1 n :! s BRICK VENEER, TYP. Id :1- -J 1st FLOOR HT. TOP OF PLATE CONTINUOUS PRE -CAST BELT -BAND (PROJECT r I" FROM FACE OF BRICK VENEER) _ 7_ CONTINUOUS BRICK - 0 } SOLDIER COURSE a (PROJECT 1/2" FROM FACE OF BRICK i VENEER) _ z m TOP OF _SLA_B — GRADE `-- POURED CONC_ PORCH W/ STEPS TO GRADE Tm NOTE: SEE ENTRY nlewntion DETAILS SHEET 44.4 Left End Unit SCALE: 1/4" = V-0" V) Q o w Q 0 } w a � c`v � 0 Z cv M ^�t til ut -' �t to No � � w i � ILl N i- t' ®0�tiQtdoltf��aob® d�A ��`d'�®a"�eesteeao� � O ,p.�•.. � A Y m e �e c 63snc�a:eeana°���� e � Q N m Z o Z � n AWIL � O O z (D D T1 c O 5c) co o ___A CD c I 4 1/2" BRICK i -5 3/4 9 -4 3/4" I LEDGE, TYP. r---- E, -E��+ wt - t D1 i r _ _---t--'Tf ROUCsf-I-INS %#QUER --• STA,ND,43zD LAVI -- I4cu5r= 6L,45 v4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" GRAVEL BASE S -6„ 2500 P.5.1. MIN. 16" WIDE X 8" DEEP t THKND. SLAB FOOTING 8" C.M.U. FOUNDATION WALL ON 16" WIDE X 10" DEEP CONC. FTG. 2500P.5.I.,MIN.lTYPICAL ) t 24" X 2" CONTINUOUS D1 PERIMETER INSULATION r (TYPICAL) j I>•�! 4 1/2" BRICK LEDGE, TYP. -- � a PIPE PROPERTY LINE IN =a � t i � �t t i r t F �1 1 1 t 1 _s �_-- -____ ___, �.------------------------------ tal � -- E !0 ii CM.U. FOUNDATION WALL ON D, r i 22" WIDE X 10" DEEP CONC. FTCx_ 2500P.5.1.,MIN.(TYPICAL ) RAISE PORCH WALLS 12" Oar AT CRO55H4TCHED BLOCK (3 CL 4 1/2" BRICK LEDGE, TYP. A4.1 Dl 60" WIDE STEPS TO GRADE 12" 8'-0" 15'-4 1/2" _L 24'-•4 1/2" � 01 02 SIM, 0 m Note SOLID FILL CM.U. COURSES BELOW ALL POINT -LOAD$ FROM ABOVE O Foun K- � ut �� Left End Unit SCALE: 1/4" i i co Lu 3 LL 0 w 0 4 a 24'-4 1/2" 5'-0 1/2" 16'-0° 3,-4r1 THICKEN FTG. AT GARAGE DOOR OPENING TO 36" X 36" X 15" DEEP FOR POINT LOADS FROM ABOVE 3t, 10" CM.U. FOUNDATION WALL ON 3, 22" WIDE X 10" DEEP CONC. FTG. 2500 Pa.I., MIN. 01 04 u� .44.1 DILCL f PAD FTG.'s } ,.__--_-— ----------------- 1 1/2" WEATHERLIF------- 0 DROP FDTN 16" i 0- GARAGE DOOR i i 12" C.M.U. FOUNDATION WALL ON j j = 20" WIDE X 10" DEEP CONC. FTG., 1 2500 P.6.1., MIN., (TYP. AT PARTYWAL 5) 5„ � � w IF U ONION 1 ' w GARAGE 5LA5 ICU, i ! 431 CONC. SLAB ON THICKEN FTG. TO - � { Uj LU t i i IQ 1 03 " 4" GRAVEL BASE � 24 X 24 X 12 DP, FOR POINT LOAD 3500 P.S.I., MIN. � I - � tu V_ p ~ cl 'T ©I a of DROP GARAGE C.M.U. FTN. WALLN t i O SLAB 4 BELOW 16" WIDE X 10" DEP j TOP OF FTN, WALL CONC, FTG., 2500 5.1. `•.��,. `�,4gi9ta8tttp4�e ate' �- � d• A V` ttttteeeeee�'®®® I1.. -1'-2 1/4" i # 1 S'-01/4" 5'-91/2" 5'-101/2" � rm 0 z I 4 1/2" BRICK i -5 3/4 9 -4 3/4" I LEDGE, TYP. r---- E, -E��+ wt - t D1 i r _ _---t--'Tf ROUCsf-I-INS %#QUER --• STA,ND,43zD LAVI -- I4cu5r= 6L,45 v4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" GRAVEL BASE S -6„ 2500 P.5.1. MIN. 16" WIDE X 8" DEEP t THKND. SLAB FOOTING 8" C.M.U. FOUNDATION WALL ON 16" WIDE X 10" DEEP CONC. FTG. 2500P.5.I.,MIN.lTYPICAL ) t 24" X 2" CONTINUOUS D1 PERIMETER INSULATION r (TYPICAL) j I>•�! 4 1/2" BRICK LEDGE, TYP. -- � a PIPE PROPERTY LINE IN =a � t i � �t t i r t F �1 1 1 t 1 _s �_-- -____ ___, �.------------------------------ tal � -- E !0 ii CM.U. FOUNDATION WALL ON D, r i 22" WIDE X 10" DEEP CONC. FTCx_ 2500P.5.1.,MIN.(TYPICAL ) RAISE PORCH WALLS 12" Oar AT CRO55H4TCHED BLOCK (3 CL 4 1/2" BRICK LEDGE, TYP. A4.1 Dl 60" WIDE STEPS TO GRADE 12" 8'-0" 15'-4 1/2" _L 24'-•4 1/2" � 01 02 SIM, 0 m Note SOLID FILL CM.U. COURSES BELOW ALL POINT -LOAD$ FROM ABOVE O Foun K- � ut �� Left End Unit SCALE: 1/4" i i co Lu 3 LL 0 w 0 4 a w w u� 0 Z � � w IF U ONION (V LL1 w ICU, Uj LU tu V_ p ~ cl 'T `•.��,. `�,4gi9ta8tttp4�e ate' �- � d• A V` ttttteeeeee�'®®® I1.. n � rm 0 z z z 0 MINNOW fl a � o � � � � z o ce el X ce uj w 0 O w< U Q � !i w X w w Opt, 373 SCALE: 1/4" = 1'-0" Ta in iuudroom Suitulm to 353 w.w..wrww�Il�r..�Iunrrwn�Iorrilr r��Irwr�� SCALE: 1/4" = 1'-0" Ell ill _ 9 1/4" WIDE 2XIO HE l4 SOX -SEAM ABOVE -- NOTE: SEE ENTRY DETAILS, SHEET A4.4 NOTE: PROVIDE 2 -PLY 13/4" X 14" LVL BOND -BEAM AT FLR. TRUSS HT. TO RESIST IMPOSED WIND LOADS. SEE SECTION 02, SHEET .44.2. FASTEN PLIES WITH 3 ROWS OF 1tod. NAILS e 12" O.G. NOTE: FOYER SIDE WALL. TO BE 2x4 STUDS 0 Iro" O.G. AeV. AND 15ELOW BOND 5M. FOYER FRONT WALL TO BE 2X6 BALLOON -FRAMED STUDS 6 12" O.C., TYP. 34O" HT, METAL RAILING, TYP.— (PER SPEC.'S) CONC. STEPS TO GRADE - ---� f►SG� ifsl� Lowu/nr LU/avtnl Floor P z a 0 OL z 0- ��1 LINE OF CANTILEVERED D2 r SIM. WOOD DECK ABOVE Lr ^' (TYP.) r ---------------------- .....-.,.--.-.__.. t .. -- i ,1004 �l 7i' �a o,+4oee rr��asa A4.I J Q m � � W14 wrrw X 26 X ll' -0" 5T$EL BEAM r fumw� w tr0.0 w wrwwrr w wwrr� w wrrrrr w t O Jit O 1h' X 'i' O.N. GARAGE DOOR C4) 2Xb JACKS C4) 2Wo JACKS o z GARAGE O GONG., 0' CLG, <� 0 FULL. DRYWALL FINISH AT CEILING AND WALLS a 23'-3" 6'-1 1/2" 8'-3 1/2" -7'-2" 3 I/2" LJ SPACE UNFINISHED 5TORAC-iE UTILITY o CONC., a' G. CONC., 8' CLG , OPT. 3DRYWALL FINISH FINISHED BATH CLC;;. AND WALLS (3) 2X6 HDR (5) 2X6 JAGIGS H5 (3) 2X6 HDR 9 Q IfGPT,, `\� ' I' ;-,4UNDRY `_'�_'- --� Iz" x Iz" t+= ---_may ;j BULKHEAD SIL., 8' CLG. _ ___I ----- ------ l i W I Ic"I '"\ NOTE: BATH t� { t ROUGH -INS OPT. STANDARD eof=TE ER WH �.� 1 �I Rg� I / f s� ROUGH -IN . I FINISHEDIG. tI gTORACxE ��' G. INSULATE II CLOSET I t1C'; LINE OF FIRST WALLS =t SLOPED' I FLOOR ABOVE CEILING + aro" EW LL BTWD, i (OPT. WD. RAILING) -------- F IN I & 4ED i - ------ -------- t t LOWER LEVEL --- - - --- AM_ i {-____-----__-____ i CARPET, S' CEILING DN - - EQ. ER5 _ OPT. 353 BEDROOM SUITE (INCLUDES BATH) uQ' 3 -1 �1 -4 2-6TORY l5-3 41 C11 11 1 t ERAMIC lo sxlo JAo tv + sx .+.acr<a I (3) 2x+6 HDR (3) 2X6 HDR. 306a ENTRY DR 50 3050 1 W/C2) 12" SIDELT9, t1 + 102 A42 5410 F:G. TRANSOM T-030HDR, HT. T-0" HDR. HT, I ABOVE (MULLED) I I 1 DECORA NVE -------- HALF -COLUMN - - -.-_.- - - CONC. PORCH -4 10" DIA. TRUCTURAL { 01 PRE -FO ED COLUMN$ 1 A4.1 j „ , f 1L/ I t i 23'-10" Lowu/nr LU/avtnl Floor P z a 0 OL z Q �J a � 4c ail 2'. BRICK VENEER (TYPICAL) NOTE: ALL EXTERIOR AND INTERIOR LOAD-BEARING WALL STUD SPACING TO SE I!o" O.C. EXCEPT AS NOTED. SCALE: 1/4" = I'-0" cn z 0- ��1 OI D2 r SIM. oc Lr ^' (TYP.) ol �1 7i' �a o,+4oee rr��asa J Q m � � � z CD O Jit O D2 _ z o z sQa O N <� 0 LSA z Q �J a � 4c ail 2'. BRICK VENEER (TYPICAL) NOTE: ALL EXTERIOR AND INTERIOR LOAD-BEARING WALL STUD SPACING TO SE I!o" O.C. EXCEPT AS NOTED. SCALE: 1/4" = I'-0" cn z 0- ��1 Q®®qtt!®4B8QQir1 r .ac oc Lr ^' to t*; i 7i' �a o,+4oee rr��asa Q W � � � z CD O Jit QLJ � z o z sQa O Q� <� 0 a O Q a LJ : U o � Q � Ld Z lJ1114110 O zz� z lu Z z~ ?txu a Q Lu lu �� Avg ,u� 7 >� e z 0- ��1 Q®®qtt!®4B8QQir1 r w oc Lr ^' to t*; i 7i' �a o,+4oee rr��asa >� e z 0- 1JC5 r w oc Lr OL C14 ry Q W � � z CD Jit QLJ � z o z sQa O Q� <� 0 a O LJ � o � >� e z z 1JC5 r w oc Lr OL w Q W � � z CD Jit QLJ X � 'Dw W sQa O Q� <� 0 d 0 m z 1JC5 r w oc Lr X 46" X 44" OPENING TO BE PRE -BUILT INTO WALL PANEL----� 20" DEEP RECESSED MEDIA NICHE (DRYWALL. FINISH) MEDIA NICHE TOP TO BE 1/16" 088 SD, W/ DRYWALL FINISH ----- WOOD MANTEL AND SURROUND CERAMIC TILE FACING PRE-MFR`D. INTERIOR GAS FIREPLACE UNIT - 12" ELEVATION SCALE: 3/5" = 1'-0" NON-COMBUSTIBLE HEARTH PRE -FABRICATED GAS FIREPLACE UNIT NICHE TOP TO BE 1/16" OSB BD. COVERED W/ I/2" DRYWALL FINISH CA TOP -VENT UNIT � FLUE LOCATION 46"W. X 44" HT. X 20" DP. MEDIA NICHE, TOP Q 9 1/8" BELOW TOP OF PLATE (DRYWALL FINISH) 36" HT. 2X4 WALL W/1X8 WD. Cfi (NO RAIL OPTION AVAILABLE WERE) FLOOR PLAN SCALE: 1/4" = 1'-0" hiterlor Gas Firwlace 1 I Opt.N20 / N21 Gourmet 11rXitchen- 1/4 1 1 = 11 -oil Media fiche Wit. sol Note. HATCHED WALL INDICATES INTERIOR LD.-BRG. WALL W/ STUDS 6 16" O.G. AND DOUBLE TOP PLATE. ALL LOAD-BEARING HEADERS TO BE 2-2X6 W/ 1/2" PLYWOOD FILLER EXCEPT AS NOTED. SCALE: 1/4" = I'-Ol' Area Calculations FINISHED LOWER LEVEL: 350 S.F. let FLOOR LIVINS AREA: 82i S.F. 2nd FLOOR LIVING AREA: 848 SF. TOTAL LIVING AREA: 2,025 SF. GARAGE: 463 SF. UNFINISHED STORAGE 100 SF. TOTAL: 2 588 SF. OPT, 353 AND 313 (LOWER LEVEL BATH) FINISHES 52 S.F. OF UNFINISHED STORAGE SPACE. W_ 24'-011�� 6'-011 CANTILEVERED a WOOD DECK, PAINT TO MATCH EXTERIOR TRIM SEE DECK DETAILS, SHT. D3 53/411 3060 2-2X8 HDR. U!/ (1) 2X4 JACK EA. END BRICK VENEER - (TYPICAL) NOTE= SEE LOWER LEVEL FLOOR PLAN, SHEET A3.0, FOR 2 -STORY FOYER WALL FRAMING REQUIREMENTS 11111 It HH] 1111111 3826 ELLIPTICAL 3060 3060 f,Qu It ! I k PREFORMED - FIXED to 1� NEWEL POSTS 2 2 (c.068 S.G D. W/ t2.411 6010 F.G. TRANSOM 4 RAILING 1, 36" HT, f= U z (2) 1 3/4" X 11 1/4" LVL PD .� KITCPEN / NO "n v LU/ (3) 2X4 JACK$ EAC# i 1 1 � s _ 0 Q BRICK VENEER - (TYPICAL) NOTE= SEE LOWER LEVEL FLOOR PLAN, SHEET A3.0, FOR 2 -STORY FOYER WALL FRAMING REQUIREMENTS 11111 It HH] 1111111 3826 ELLIPTICAL 3060 3060 FIXED GLASS It ! I { I� 1 5- FIXED to 1 44.1 ! 2 } .� KITCPEN / NO "n - 1 1 1 i _ �' 1 p l 11 t 1 11 I U 6 -4 1, 4 -6 it 2 _ F W2142 -L FAMILY ROOM OPT. 268� I ' 1 NOTE: CA13INET CARPET, 9' CLG ISLAND W/ 36" X 54" TOP E321 -L I I ii DWS STANDARD_ I i ► 3'-6" �_ m W2142 -R 0 a z - ' D5L. SINK z Ul c.. R. t iii} 6536 a w/ D ISI='. -1 a 4 it -6 --`s ===�I .I 1 0 10'-2 1/2 11" TYP. , QLUW u► ` OPT.80l 11/2" FILLERS B12 -R I I W4224 t (NT. GAS FIREPLACE B15 -L 3" FILL, W1242 -P, RANGE W3042 � LU4 BUILT-IN -MVIA NICHE = - - SCi342-R --- — a� �Ovo seae• ss \ \ (SEE DETAIL, ! �\ T418 ET) . €4 1 0 �g6�&2` (PULL 4 1/2") X.tio-ULL raRE Q ` I_ Q s - m d 36" HT. 2X4 WAI vn W/ Ixa WD. CAP L (FULL NT. • OPT. W-1) NON_' 0 �' OOM - STRUGT. >! G COLUMN Qti� O. a RESIL., ,n l 11 4t-4" LU 13 1/2" 14T. IF(r,) 2x4 2468 2411 TE USH PAR4L4M gi"f� JACKS Q ' cs1 XK(--------------- ---_... _------- ep M 1 _ w _ a ' , FIN15HED 1 X !al Q 0 <t X — 15TORAGE 0 DINING ROOM U_ X CARP T, S' CLG. I �_ ! � ' - HVAC � _ r, %_ __ � CHASE ` 5' 111 - I qq ' w I I �Q� STA IR 311 OPNG. -- I I 1 1 UP KNEEWALL 151 i BELOW 1 --- ,--, -- _ - t4 J i n M DN. 1iltYYJJ 1 1 . 51-111 31_lil I .... __ _ i I Z---- ----- i i 36" HT. 2X4 KNEEWALL 02 r LU---- - I ± I I W/ 1X8 WD. CAP, TYP. Q- _� I I I E (RAKE WALLS 42" HT.) I - __ (OPTIONAL WD. RAIL) 4_ -------- --- l - -- ------ i I - ON, ---V- I I YINC� ROOM, I D2 ILm 3 13 . N i r CARPET, 9' CLG. 0 81/2" ' (3)2X6 HDR. i BRICK VENEER - (TYPICAL) NOTE= SEE LOWER LEVEL FLOOR PLAN, SHEET A3.0, FOR 2 -STORY FOYER WALL FRAMING REQUIREMENTS 11111 It HH] 1111111 3826 ELLIPTICAL 3060 3060 FIXED GLASS It ! I { I� 1 5- I � to 1 44.1 ! I } !! tl 1 1 1 i I �' 1 p l 11 t 1 11 I U 6 -4 1, 4 -6 it 2 irstPidmn Uft End Unit SCALE: 1/4" = 1'-0" ww O W d J a Z Q a z a J V I— LU U. a W 0 49 I� w � 7 v w f" Q } d _ F 0 z m 0 a z z Ul Z 9=4x QLUW u► 9 Mo Q "- t trLU (Lw 0.UlLU U1 C,4 4�,®�aaeea_oeo�eB�ld� a� �Ovo seae• ss ,p d V • op %u c_L� % �g6�&2` ��aaai<ba a ti�`i�c Q s - m d 0 0 >! aCL _ w CLQa � X U_ Q 0 *w U_ X a s LAUNDRY TOP OF PLATE — LO m 00 o 2 1/4 COPPER CAP OVER M CHIMNEY EXTERIOR FINISH TO BE : CONC, STEPS ccl �=0 „ `1/16" 0.8$. TOP Q1 0 A) SYNTHETIC STUCCO FINISH ("ORYVIT" PC_ , es a' OR EQUAL) INSTALLED I -ER MFR'S SPEG.'a d� 2nd FLR.------- �a�d9&1,ygp66Bd�gp — T.O._PL. _----- X��U TYP_ HDR. HT._: z z�0uj--- ENGINEERED BALLOON FRAMED 'nom` NOTE: CHIMNEY LOCATION VARIES PER UNIT WALLS AT FOYER 't - g � O AND BUILDNrG CONFIGURATION. SEE 5UILDIw-v2X4 Q ' (I ,! i'N STUD WALL PANELS CONTROL ELEVATIONS FOR LOCATION INi=rU. 1 -1/16" O.S.B. SHEATHING STUCCO BANDING Q D 2-2X4 LEDGER ATTACHED W TO TRUSSES W/ (2) 16d. NAILS AT ALL INTERSECTING WEBS ti AND TOP CHORD COPPER FLASHING Q 8 ` PRE-ENGINEERED WOOD a a 2X4 LATERAL ROOF TRUSSES 0 24' O.G. BRACINGb a � C 2X4 LATERAL BRACING cA PRE-ENGINEERED WOOD ROOF TRUSSES im 24" O.G., TYP. (SEE ROOF FFMG, PLAN) LINE OF VLT'D. I _ ECLOY. OPT. 400 I _ - --- --- 12 -- i CLOSET I BEDROOM 2 I ENG�NERED FLOOR TRUSSES, TYP.' (SEE FLOOR FRAMING PLANS) STEEL LINTEL, TYP. FOYER -let FLR —_ 3 i I PRE-BUfLT 2X8 LANDING TOP OF PLATE !! I _ LANDING WT. \ Dr LAUNDRY TOP OF PLATE — • —•" TYP_ HDR. HTT___ HT. 06 CONC, STEPS `4.30 , 4/a TO- , • Q1 0 cn PC_ , es >� d� 2nd FLR.------- �a�d9&1,ygp66Bd�gp — T.O._PL. _----- X��U TYP_ HDR. HT._: z z�0uj--- ENGINEERED BALLOON FRAMED WALLS AT FOYER g � O ' (I ,! i'N PRE-ENGINEERED WOOD ROOF TRUSSES im 24" O.G., TYP. (SEE ROOF FFMG, PLAN) LINE OF VLT'D. I _ ECLOY. OPT. 400 I _ - --- --- 12 -- i CLOSET I BEDROOM 2 I ENG�NERED FLOOR TRUSSES, TYP.' (SEE FLOOR FRAMING PLANS) STEEL LINTEL, TYP. FOYER -let FLR —_ 3 i I PRE-BUfLT 2X8 LANDING TOP OF PLATE !! I _ LANDING WT. \ Dr LAUNDRY TRANSOM • —•" — — HT. 06 CONC, STEPS `4.30 , 4/a TO- , • .. :.Q �+ Q L11 cn PC_ es >� d� M. BATH ENGINEERED FLUSH BEAM FINISHED LAUNDRY STORAGE CLOSET r HT. 06 `4.30 , 4/a R-38 BLOWN INSUL., TYP.---- (FLAT CEILINGS) R-30 BATT INSUL., TYP. (VAULTED CEILINGS) .. MASTER 3EQRC , M � iI It j' FULL HT. WALL W/ I I FIREPLACE OPT. 807 I i II I i I FAMILY RM. 36" HT. 2X4 KNEE- i �i... I .,_ Ji WALL W/ IXS CAP _..._.. _ ._... _.__... 15 1/4" OH (TYPJ R-13 WALL INSULATION (TYP.) 2nd FLR — 4 Ild ?-19 INSUL., TYP. • let FLR. z ENGINEERED FLOOR TRUSSES, TYP. (SEE FLOOR FRAMING PLANS) s I ) s i LL STEEL BEAM HEADER - - ,_.....�- (SEE FLOOR PLAN) I 02 �.._.'...T...'.:.,, LL W GARAGE 04 a► ['� � + i . /-4" STEP -DN. D1 4" CONC, SLAB OVER ' 6 MIL. VAPOR BARRIER ; OVER 4" GRAVEL BASE _ _ _ •• �-� -•-� T.O. SLAB SCALE: 1/4" w 511DE VIEW SECTION COPPER CAP OVER '1/16" O.S.B. TOP c 2X4 STUD WALL PANELS '1116" O.S.B. SHEATHING 2X4 LATERAL BRACING NOTE: ADJACENT F.RT. PLYWD. ROOF DECKING NOT TO BE -- GUT OR PENETRATED FRONT VIELJ SECTION False t�him e W 14 STEF 2X6 (CLINIC TO STI 2X6 I PRE-ENGINEERED WOOD ROOF TRUSSES a 24' O.G., TYP, 2X4 LATERAL BRACING 2-2X4 LEDGER ATTACHED TO TRUSSES W/ (2) 166. NAILS AT ALL INTERSECTING WEBS AND TOP CHORD Details 13 1/2" WD. FLR. TRUSSES HDBD. SIDING EXTERIOR SHEATHING 5/4 X 4 TRIM SCALE: 3i8" = 11-0" 14 �V W U. 0 W 0 a J z 0 I� ..j 0 CL 4 Z Q a Z in ®®`oiata' ®° e ooeeetatseoa �ag 444�Q'e,oef x `4.30 , 4/a . U. Y .. :.Q �+ Q L11 cn es >� d� o �a�d9&1,ygp66Bd�gp X��U W z z�0uj--- Q z � O W c� D W Q 8 � a � C 0 z q ®®`oiata' ®° e ooeeetatseoa �ag 444�Q'e,oef -jK BdE *0 `4.30 , 4/a . U. Y .. :.Q �+ Q L11 cn es >� d� o �a�d9&1,ygp66Bd�gp q LLJ 0 id i U cn o >� Z o z X��U W z�0uj--- Q z LLJ id cn CD I- CU O cu a h n v h h i s a z 3 L) C3 a i rr APPLY 3/4" DECKING TO TOP UFFER LAND ING Q�3ca �►�� Lanain ,44.2 SCALE: I/2" = 1'-01 2X4 STUDS w 16" O.C. 2-13/4" X 14" LVL BOND.- BEAM IN WALL TO RESIST IMPOSED WIND LOADS in FASTEN PLIES WITH 3 ROUro 166. NAILS a 12" O.C. —_ 2nd ---------- N LANDING HT. (L -I., 2X8 X fN X c14 X 2X8 i X n a uo APPLY 3/4" DECKING TO TOP UFFER LAND ING Q�3ca �►�� Lanain ,44.2 SCALE: I/2" = 1'-01 2X4 STUDS w 16" O.C. 2-13/4" X 14" LVL BOND.- BEAM IN WALL TO RESIST IMPOSED WIND LOADS in FASTEN PLIES WITH 3 ROUro 166. NAILS a 12" O.C. —_ 2nd ---------- N LANDING HT. (L o� o a uo IL �� fl SIL LL � mo Q > �Q ie0 -ul z3 0 o 'O o f- Q - "—° u- , '4 u- 2X4 STUDS O ifa" O.C. 40 m QQ Q - Fz V) O Q 4 � (P Ba� Q O z Q 110 U _ --- - TOP OF SLAB _ _ — DINING ROOM BEYOND -- 3(o" HT. KNEE -WALL WI 1X8 WD. CAP, TYPICAL (OPTIONAL WD. RAILING) HANDRAIL al 34" ABOVE TREADS 51-111 STAR OPNCs. Z 17/S" R (BASE) 8 1/4" R. CFLR`Cs. OPT.'s) PRE -BUILT BOX STAIRS — 7 PRE -BUILT / 2X8 LANDING --N 3'-6" IRISH. 2X4 BLK'C FINISHED STORAGE C1-.OSET -FIELD-APPLY TOP N05ING 13 1/2" HT. FLR. TRUSSES (SEE FLOOR FRAMING PLAN) 2nd FLR. TOP OF PLS v `� X4 BLK'G. 2666 DOOR m HALL 4" CONC. SLAB --/ Note NAIL STAIR STRINGERS AND LANDINGS INTO ADJACENT WALL STUDS WITH (3) Sol. NAILS PER STUD, MIN. TOP or - 4" F III -101, STAIR OPENING Not* 2-5TORY 36" HT. 2X4 KNEEWALL 2 -STORY FRYER WALLS TO BE1%FOYER' RAILING)(OPT. WOOD AIRAILING)BALLOON-FRAMED 13 1/2" HT, FLR. TRUSSES PER ENGINEERING (SEE FLR. FRAMING PLANS) _ 2nd FLR. T Ko o a IL �� �O SIL � mo Q > �Q 2� (L o ujO LANDING HT. FIELD -BUILD 2X8 LANDING ON 2X4 KNEEWALL6,2X8 JOISTS 6 16" O.C., W/ 1/8" O.S$. DECKING ROUGH FOYER LANDING HT. (CERAMIC TILE FIN15P ADDS 3/4" HT.) E _ TOP OF SLAB ------ FIELD-APPLY OSING -BUILT BOX SBUILT 3 RISERS 0 8"ANDING TREADS,6 9" ... _— / LANDING I a� NCx /w i 5/8" R. (SASE) 4m S" R (FLR'G, OPT -'s) Q FINISHED vTORAGE CLOSET — 2X4 BLOCKING --SHIM SOX-5TAIR5 UP 3/4" - LINE OF LOUDER FLIGHT OF STAIRS (3 RISERS 0 S") s Note NAIL STAIR STRINGERS AND LANDINGS INTO ADJACENT WALL STUDS WITH (3) ". NAILS PIER STUD, MIN. rpm S .� Lower Level to I st Floor ► ri -6 w mid J U W LL Q ui 0 J d Ij 0 Q > ujO � � Ba� O z a � O�z U to -j oa tu w E -o o� Zoom - IL yew®atstctttttd. 41 m ,1t N: �Q M � r dao �� � .. ••°. 0��' 8 m CIA m o z z o F- 1-1 ¢ >_ AmpmqL Lei Cn O V 1 0 O �} z w a Lu X �- - pq v_t L LJ � Q �w o_ m� a I w 2 Q CJ f -- w t t% � w X w � 'File, m 4 c APPLY 3/4" DECKING TO TOP LIF'F'ER LANDING Stair LANDIN J -i 2X8 X rN 81-211 S 1/4 STAIR OPNG. X cv X N X cv N 1 C4 N CIA ' cn d _2 X8 2xa 8 1/4" 'File, m 4 c APPLY 3/4" DECKING TO TOP LIF'F'ER LANDING Stair LANDIN 6i APPLY 3/4" DECKING TO TOP LOUDER LANDING SCALE: 1/2" = 1'-0" s4DIWS HT v t.11 Landipgs SCALE: 1/2" = 1k_plk HVAC CHASE 36" HT. KNEE -WALL W/ IX8 WD. CAP, TYPICAL (OPTIONAL WD. RAILING) UPPER FLIGHT OF PRE -BUILT BOX STAIRS "T RISERS 9 8 1/4" & TREADS 6 S" A J -i 2X8 X rN 81-211 S 1/4 STAIR OPNG. X cv X N X cv 1 d _2 X8 8 1/4" 6i APPLY 3/4" DECKING TO TOP LOUDER LANDING SCALE: 1/2" = 1'-0" s4DIWS HT v t.11 Landipgs SCALE: 1/2" = 1k_plk HVAC CHASE 36" HT. KNEE -WALL W/ IX8 WD. CAP, TYPICAL (OPTIONAL WD. RAILING) UPPER FLIGHT OF PRE -BUILT BOX STAIRS "T RISERS 9 8 1/4" & TREADS 6 S" A 2nd FLR ----- d w 81-211 S 1/4 STAIR OPNG. d 8 1/4" m� t1.I a 1/4" (j� S 1/4" ;t Lu o nn $ I/4" PRE -BUILT �- 4'-0" X 3'-4 1/2" 2X8 LANDING s 1/41' QJ UPPER N M ttS LANDING HT. ----- � - a / FIELD FRAME z � LONA` LANDING HTS _-- - STAIR CENTER: WALL z Q �LLL 11 6 1/4"R. (BASE) 11/8"R (FLRG.OPV PRE-BIIiLT .a U41Z -------------- z�t 3'-1" X 3'-4 1/211 �0! u1 -� Z3111 2X8 LANDING $ lr4 R __p ul Q Lou W ,u i 3! i e 1/4"F: m d)0 ~ LOWER LANDING - --� ba Lu (K a i 4'-0 8 1I4"R Q d5 ? ► (- ILII -J �L:ru y UPPER LANDING -- 3'-1" WIDE X a'-2" DEEP ea v4I" F IN 15NED 5TORAGE CL.05Er '� e��tsas�ace�eajs . �ol �.. e..... !!i �AO�d Sz ' g 14iiR :.;,iy+et�i�xtas�►rise NOTE. SHIM LOWERFLICGHT OF STAIRS UP 3/8" k __—p Q FIRST FLR. � AT 16t FLR. GEFiAMIC OR NDWr>. FLOOR{NG [ Noft NAIL STAIR STRINGERS AND LANDINGS INTO ADJACENT WALL STUDS WITH (3) 8d. NAIL$ PER STUD, MIN. StanirSef%ctioon 13 1/2" HT, FLR. T (SEE FLOOR — FRAMING PLAN) 2666 DOOR D INING ROOM TOP OF PL, 2nd FLR. 011, TOP OF PL. 1 LINE OF LOWER FL 16,04T OF STAIRS (i RISERS) $ 1/4"R. (BFB) 1.1/8"p- (FLwa ter.) FIRST FLR. TOP OF PL.. J 13 1/2" HT. FLR TRUSSES (SEE FLOOR FRAMING PLAN) lst Floor to Ind Floor Stairs SCALE: 112" = I'-0" fl w z 0p pk 0 Q a a z x d w d t1.I o nn W 0 z QJ N M ttS � z � z Q �LLL .a U41Z z�t �0! u1 -� Z3111 w ul Q Lou W ,u d)0 ~ j Lu (K a i Q d5 ? ► (- ILII -J �L:ru '� e��tsas�ace�eajs . �ol �.. e..... !!i �AO�d Sz :.;,iy+et�i�xtas�►rise Q � d r � Lm O z z 0 (nf) 0 0 Chi o o ju w p UIl A U- a .� Z Q F- r r X V) CJ t0 373 ��. SCALE. 1/4" - 1'-0" ENTRY COACH LIGHT ON PHOTOCELL. SWITCH �f M(7 !) t'11 1 (0} s�� € i SCALE: 1/4" c V-011 k HANGING FIXTURE , I I I GARAGE COACH LIGHT , ON PHOTOCELL SWITCH I J GFI AT ELEC. PANEL. (VERIFY LOCATION) CLG. OUTLET f NOTE: ROUGH -IN EX. FAN VENT ------ - l .f vim!✓ 4T� � r10F'T. r COPT. r SPT. • � I NON-SWITCWeD �I ETLET I 1 \ AT OPT, FIC. C i LT . I f ILIN Q I II II I OPT., ___—' O ��_OFT. � 4'-"I 1/2" 4'-`i 1/2" 3'-0" i W ENTRY COACH LIGHT ON PHOTOCELL SWITCH NOTE; ADJUST RECESSED CAN LT. LOCATIONS A5 NECESSARY FOR FLOOR FRAMING MEMBERS Lowter LeNve;;l Elco%ctriocceal Plan SCALE: 1/4" = 1'-0" J V Y♦ W LL 0 ui a Q qtr N Y 41 Q W a � O Z Of _ N nl 111 a U z � O� Z O ir Qa �wx U z� ? 3Ui ' ° o g X? luW a Win. o�A wm 2p w F >Z'QluU 111 RC1 Lu o �= s a�aaa�straat�o 4..... E` Lu 0. �.• W 1P C7•:,r .soca !'�,,, �; = a:^ p DL Q 0 r N ti? m 0 o � � � o c1iJi� Q o A L A U 0 � a uj cif X UA a� m� C3LLJ 0 ' - p Kl r r 1L X � � r S V) r 5+-0rr L' 3'-0., t I I I I I BUILT-IN OVEN(S) r cil 1 CiFf 220V - , � e CFI I ` 142" DWI st 1 1 - a � CJOOKTOP a f �� 1 a ch l --� ==gin , zL .j —j Opt. N20 / N21 Gourmet ]Kitchen OPT_ RECESSED EYEBALL LIGHTS AVAILABLE W/ OPT. FIREPLACE - ELEC. OUTLET AND CTV OUTLET a 60" HT. LU/ OPT. FIREPLACE --. -- --w- --..-J44- MW -M ` I NOTE: ADJUST RECESaED CAN LIGs LOCATIONS AS Ner-E°vSARY I FOR FLOOR;`R4MING MEMBERS , i t 1 ' # i GFI OUT�ET W/( , I I OFT.16t'AND , I • V — t � 1 RANGE -t TkqZP X/0- ------- C. -I l'X ' 42° _ cl 4$011 wl GFJ r — -- SD CNII"tES -------------------- -------__- ___---_----- � •�• NOTE: LOCATE HANGING -- FIXTURE ON WINDOW CENTERLINES S ' i '_2 1/211 ID Ljl�'ll -= I 0 TO 2naf1 FP - LT. LT. FIkTUf?Ir 1 jJ—fL�9 I1 ------------- /_ 1 I FLOOR OUTLET W1 — --. ' OPT. WD. RAILING ' \ II , I ` , NOTE: LOCATE HANGING FIXTURE ON WINDOW CENTERLINES 1 IF 0 irst Floor Eleuactr*cnl Pl' I a an - 3 _U x _z i] Q W �Q0 x � a pp a st iu 4M a � V Ell VJ m 1Z V a � zL .j —j x 1-< o LJ z U1 ti i 1100(a) mt IIIIIII! MCNvV41 I DO SCALE: 1/4" = 1'-011 'SLUITC44 LOCATION VARIES) Opt. 275 Garden lath SCALE: 1/4" = 1'-O" I Second Floor Electriaml Plan 4 LA J O a 4c Io .j V IW LL 0 W (D J J SCALE- 1/4" V -O" eb'4d04EBECR6$OBm®�, E \ . 6 6 >a 0 ? w a W csi U k1';.> lu 0 z4? �*�P�ltli0lt#444, �r cLJ rt LA u r d OM Z � �w a ' 4w� w lut`u o o� Lu lu w U-1 W d w ro CY eb'4d04EBECR6$OBm®�, E \ . 6 6 >a 0 ? w a W csi U k1';.> lu 0 z4? �*�P�ltli0lt#444, �r cLJ rt LA u r d OM Z � �w ' 4w� w lut`u o o� Lu lu w eb'4d04EBECR6$OBm®�, E \ . 6 6 uo- Y e k1';.> �*�P�ltli0lt#444, �r cLJ rt LA u �r cLJ rt LA u r I m TOP Of: SOLDIER COURSE THRESHOLD_ (ENTRY DOOR ROUGH OPENING) 48" WIDE BRICK VENEER POURED CONC. 10" 6i STEPS TO GRADE ` MIN, _ x TOP OF SLAB ;jz SXSXiro CM. FOUNDATION WALL 4" CONIC. PORCH SLAB SLOPE 1/4" : 12" MIN. 5 I/2 I I .{. BRICK VENEER— ., _. GRAVEL FILL PORCH HUB CONT. ICE / WATER SHIE! GRADE BEYOND ■ ww � r■i■ a� � �■ 4XSX16 CM.0 BLOCKS—�-roX&X16 C.M.0 CAP BLOCK 4X4XIro CM.0 BLOCK PLACE 12XSX1ro C.M.U, EVERY 4TH COURSE FOR $LAB SUPPORT IOXSXl& CM.U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS, TYPICAL f .,. 22" WIDE X 10" DEEP CONC. FTG. 1'-10f1 2X6 EXTERIOR WALL 2XSD LANDING 8 4 2X4 KNEEWALL 16" WIDE X 10" DEEP CONC. FTG. . 0 a Section a,t FrOnt Ent /_ B 4" CONC. GARAGE SLAON / 4" GRAVEL BASE, TYP. (SLOPE 211 TO WEATHERLIP) TOP OF HOUSE SLAB 1)/2" WEATHERLIP--i CONCRETE DRIVE DRIVE THICKEN SLAB AT GARAGE DOOR OPENING) IOXSXI6 CMU. FNDTN. WALL- NOTE: ALLNOTE: SOLID -FILL ALL COURSES BELOW POINT - LOADS PER PLAN ° 2211 WIDE X 10" DEEP - CONCRETE FOOTING TOP OF LANDING TOP OF SLAB SCALE: 3/4" 1'-0" 4" CONC, HOUSE SLAB ON 4t1 GRAVEL BASE, TYP, 411 CONC. GARAGE SLAP 3 ON 411 GRAVEL BASE, TYP. (SLOPE 2" TO WEATHERLIP) PLACE I0X&XI6 C.M.U. EVERY 4TH COURSE FOR SLAB SUPPORT 5XSXI6 CM.U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER PLAN 16"WIDE X 10" DEEP CONC. FTG. JJon i -eso Foundcu NOL ALL PLAIN AND REINFORCED CONCRETE SHALL COMPLY WITH REQUIREMENTS IN AC1 318 Q CONCRETE USED FOR FOOTINGS AND INTERIOR SLABS ON GRADE SHALL BE 2,500 P-5.1. MIN., TYPE I ASTM CI50• ALL EXTERIOR CONCRETE WORK, INCLUDING PORCHES AND GARAGE SLABS, SHALL BE NOMINAL 411 THICK 3,500 P.S,i. AIR -ENTRAINED CONCRETE, TYPE 1 ASTM 0150. REFER. TO CABO TABLE 402,2, [sQ PERIMETER INSULATION FOR SLAB ON GRADE CONDITION SHALL BE i i/2" X 24" R-8 RIGID HORIZONTAL INSULATION, R-5 AT SLAB EDGE. R FOUNDATION CONTRACTOR TO INSTALL 1/2" DIA. ANCHOR BOLTS ro'-0" O.C. MAX. OR CODE APPROVED 16 GA, GALVANIZED ANCHOR STRAPS 4'-0'1 D.G. EITHER ANCHOR SHALL 515 LOCATED 1'-0" MAX, FROM CORNERS. REFER TO CABO SECTION 403. [] ALL WOOD FRAMING MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. Q ALL CONCRETE SLABS SHALL HAVE FIBROUS REINFORCING FOR CRACK CONTROL PER SPECIFICATIONS. on ALL FOUNDATION WALL G,M.U.'S SHALL BE LOAD-BEARING UNITS CONFORMING TO CABO TABLE 404,1, 604.4, AND ASTM C -90-l0 FOR HOLLOW UNITS. AT POST AND BEAM BEARING LOCATIONS ON CM.U, WALLS, CELLS SHALL BE FILLED SOLID WITH GROUT OR MORTAR FOR TOP TWO COURSES, MIN, []i GARAGE SLABS SHALL BE NOMINAL 411 CONCRETE. GARAGE FLOORS SHALL BE MIN. 4f1 BELOW THE ADJACENT DWELLING FLOOR. Q BUILDING FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ASSUMED SOIL BEARING CAPACITY OF 2,000 P.S.F. ADDITIONAL ENGINEERING IS REQUIRED IF 501L BEARING CAPACITY IS LESS THAN 2,000 P S.F. © NOTE: PROVIDE REINFORCING BARS AND HORIZONTAL REINFORCEMENT AS REQUIRED BY CODE, I INTERIOR LOAD-BEARING WALL 4" CONC. HOUSE SLAB ON 4" GRAVEL BASE, TYP. r- THICKENED CONC. FTG. Ql � nQ p,� v E: _c U �L M !X mQ-0 9) 3 s� � Qx2 U I•I iil wlt �� >l �������'i l 1! 1;�lie �•?l I�� a�.l•�.1c�I� �� �.Erg, I 1 l jc c�7lei 111.1 pol Lw��� 4" CONC. SLAB ON 4" GRAVEL BASE, TYP. roX8Xl6 C.1'9.0 CAP BLOCK �4}X4XI6 CMU BLOCK I' PLACE 12X8Xlro C.M.U. EVERY 4TH COURSE FOR SLAB SUPPORT IOXSXlro CM -U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER PLAN 22" WIDE X 10" DEEP GONG, FTG, tea. s 1 `-1011 Front Wcall Foundation SCALE: 3/4" 4" CONC. SLAB ON 411 GRAVEL BASE, TYP. i lI I SXBXIro CMU "CHAIR BLOCK" PLACE IOXSXlro CM.U. EVERY 4TH COURSE FOR 6LA5 SUPPORT 8XSX16 CM.U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER. PLAN F 16 "WIDE X 10" DEEP CONC, FTG. le.11—oar 41 4" CONC. GARAGE SLAB ON 4" GRAVEL BASE, TYP. (SLOPE 2" TO WEATHERLIP) SX6XI6 CM.0 11CHAIR BLOCK" PLACE 10X&XI6 CM.U. EVERY 4TH COURSE FOR SLAB SUPPORT 8X$XI6 CM.U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER PLAN Iro "WIDE X 10" DEEP GONG. FTG, ("End ll o�� .� .a I H®� (//�) En Ill F ° ��/�}y,�JJ�'y�S{�(/�(�� �ppo,/^� i(��/����"^'����� �/'� �'�`mil �Y. YrWa//r�yly�1�II1 �SCAL1=: 3/4" SCALE: 3/4" = 1'-01' �I I� Lu LL 0 w J ♦���1e� -IV 11 V / • g tu4 w a u.._6-• 2w; w • ►- _a U � ,�,,,��� C� at a s aas>•'e��,ev I•I iil wlt �� >l �������'i l 1! 1;�lie �•?l I�� a�.l•�.1c�I� �� �.Erg, I 1 l jc c�7lei 111.1 pol Lw��� 4" CONC. SLAB ON 4" GRAVEL BASE, TYP. roX8Xl6 C.1'9.0 CAP BLOCK �4}X4XI6 CMU BLOCK I' PLACE 12X8Xlro C.M.U. EVERY 4TH COURSE FOR SLAB SUPPORT IOXSXlro CM -U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER PLAN 22" WIDE X 10" DEEP GONG, FTG, tea. s 1 `-1011 Front Wcall Foundation SCALE: 3/4" 4" CONC. SLAB ON 411 GRAVEL BASE, TYP. i lI I SXBXIro CMU "CHAIR BLOCK" PLACE IOXSXlro CM.U. EVERY 4TH COURSE FOR 6LA5 SUPPORT 8XSX16 CM.U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER. PLAN F 16 "WIDE X 10" DEEP CONC, FTG. le.11—oar 41 4" CONC. GARAGE SLAB ON 4" GRAVEL BASE, TYP. (SLOPE 2" TO WEATHERLIP) SX6XI6 CM.0 11CHAIR BLOCK" PLACE 10X&XI6 CM.U. EVERY 4TH COURSE FOR SLAB SUPPORT 8X$XI6 CM.U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER PLAN Iro "WIDE X 10" DEEP GONG. FTG, ("End ll o�� .� .a I H®� (//�) En Ill F ° ��/�}y,�JJ�'y�S{�(/�(�� �ppo,/^� i(��/����"^'����� �/'� �'�`mil �Y. YrWa//r�yly�1�II1 �SCAL1=: 3/4" SCALE: 3/4" = 1'-01' �I I� Lu LL 0 w J V / U � C� uj o V W o Q or_ ---_I \ z Approved Partywall System UL DESIGN NO. U336 2 +40UR 5EFARATION WALL STC RATING EQUALS 51 (TL -88-351) ALL CONSTRUCTION AND COMPONENTS SHALL CONFORM WITH U,Sja SPECIFICATIONS. REFER TO USG AREA SEPARATION FIREWALL / PARTYWALL SPECIFICATIONS GUIDE SA925 - 09250. SI='ECI�(G,4tION5 �i 2 LAYERS OF TYPE 5LX 1" THICK GYPSUM WALLBOARD LINER PANELS SUPPLIED IN NOMINAL 24" WIDTHS. VERTICAL EDGES OF PANELS FRICTION FITTED INTO "H" SHAPED METAL STUDS ❑i METAL STUDS ARE STEEL MEMBERS FORMED FROM #25 M5G GALVANIZED STEEL HAVING "H" SHAPED FLANGES SPACED 24" O.C., W/ OVERALL DEPTH BEING 2" t FLANGE WIDTH 1 3/S" Di PROVIDE i" AIRSPACE BETWEEN LINER PANELS AND WD_ FRAMING ❑i 2X4 WOOD STUD WALLS WITH STUDS 9 16" O.C., CROSS BRACED AT MID -HEIGHT WHERE NECESSARY FOR ALUM. CLIP ATTACHMENT. PROVIDE 31/211 R-13 BATT INSULATION IN ALL STUD CAVITIES. 1/2" GYPSUM WALLBOARD APPLIED TO WOOD STUDS EITHER. HORIZONTALLY OR VERTICALLY. ATTACH WITH 1 1/4" LONG STEEL DRYWALL NAILS SPACED a 8" O.C., VERTICAL JOINTS TO BE LOCATED OVER 5TUD5. i" THICK MINERAL WOOL BATT FIRESTOPPING ("THERMAFIBER") AT INTERMEDIATE FLOORS, FRICTION FITTED BETWEEN LINER PANELS AND WOOD FLOOR TRUSSES / FRAMING. 0 ALUMINUM ANGLE ATTACHMENT CLIP$: .063" THICK, 2" WIDE, W/ 2" AND 2 1/4" LEGc5. CLIPS SECURED WITH 3/8" TYPE S SCREWS TO EACH 'H' STUD AND WITH 1 1/4" TYPE W SCREWS TO WOOD FRAMING THROUGH HOLES PROVIDED IN CLIP. SPACE CLIP5 a 5'-0" O.G. MAX. VERTICALLY AT LOWER 14' OF WALL, SPACE CLIPS 1w 10'-0" O.C. VERTICALLY MAX. AT UPPER 24' OF WALL. Q 2" GALVANIZED STEEL C -RUNNER ATTACHED TO FOUNDATION W/ POWER -DRIVEN FASTENERS 6 24" O.G., APPLY AGCO1.15TICAL CAULK AT BASE TRACK EACH SIDE Q SEAL ENTIRE PERIMETER AND BETWEEN THE HORIZONTAL. BACK- TO-BACK C -RUNNERS W/ MIN. 1/4" BEAD ACCOUSTICAL SEALANT. CAREFULLY SEAL AROUND ALL GAPS AND CUTOUTS FOR LIGHTS, PIPES, DUCTS, ELECTRICAL BOXES, ETC. TO MINIMIZE SOUND LEAKAGE. BACK-TO-BACK PENETRATIONS OF THE GYPSUM PANEL DIAPHRAGM AND FLANKING PATHS SHOULD BE ELIMINATED. "2) 1" GYPSUM LINER PANELS 2" USG STEEL H -STUDS 6 24" O.C.- .063" USG ALUMINUM BREAK -AWAY CLIP - (SEE NOTES, THIS SHEET) GROSS -BRACE STUDS AS NECESSARY FOR CLIP ATTACHMENT 2X4 WD, STUD WALL, STUDS o 16" O.G., TYP. FLOOR TRUSS TOP CHORD ---/ FLOOR TRU55 BOTTOM CHORD - DBL. TOP PLATE 1"i1U-WALL LOWER LEVEL AND Ist FLOOR ,,-5/4X4 HOED. TRIM Axonometric Details at Cli m o' Detail ,Rear Offset 1� ER SCALE: 3/4" = 1'-0" 2" USG STEEL H -STUDS ,Q 24" O.G. (2) i" GYPSUM LINER PANELS 2X4 WD. STUD WALL, STUDS 19 16" O.G., TYP. i" AIRSPACE R-13 BATT INSULATION 1/2" DRYWALL, TYPICAL 2" U5G STEEL C -RUNNER---, 5/4 X 6 HDBD. FASCIA BD. ON IX4 SUB -FASCIA, TYP.--, 5/4 X 12 HDBD. TRIM ON 1/2" EXT. SHEATHING (SCREW ATTACHMENT TO STEEL H -STUDS) CONT. METAL FLASHING .063" 16G ALUMINUM BREAK -AWAY CLIPS—/ (SEE N4C T E6, THIS SHEET) "THERMAFIBER" FIREBLOCKING TOP PLAT R-36 BLOWN INSUL., TYP. - CFLAT CEILINGS) R-30 BATT INSULATION W/ KRAFT PAPER .BACKING r AT VAULTED CEILINGS W r, _1 Partywall N Play. Section =� SCALE: 3/4" = 1'-0" 2X4 SOLE. PLATE 1/8" T tG O.S.B. FLOOR DECKING SOLE PLATE 1st FLOOR AND 2nd FLOOR �i4�it !111 �1 NOT TO SCALE W cA nd. F1 R. HT. (2) 1" USG GYPSUM LINER PANELS INSTALLED BETWEEN 2" USG STEEL 'H -STUDS Q 24" O.G., TYP. -� (2) 2" USG STEEL STEEL G -RUNNERS--------\ '1/8" T 4G O.S.B. FLOOR DECK (GLUED AND NAILED) ON 13 1/2 HT. ENGINEERED WOOD FLOOR TRUSSES a 24" (TYPICAL) st FLE HT. PLAT .063" USG ALUMINUM BREAK -AWAY CLIPS (SEE NOTES, THIS SHEET) 1/2" DRYWALL 1" AIRSPACE - 2" USG STEEL r --RUNNER WITH POWER -DRIVEN FA5TENER5 a 24" O.G., TYP 2X4 P.T. SILL PLATE SET IN SILL SEALER AND ATTACHED TO FNDTN W/ APPROVED METAL STRAP ANCHORS, SPACING PER MFR SPECIFICATIONS, MIN. 12" FROM CORNERS 12XOXI6 C.M.U. FOUNDATION WALL IN % Illro" FIRE -RETARDANT �•;' oy9t648ddfdfdB ►� z _� .�°°off . � as®, LA C4o M z � OLL TREATED PLYWOOD 4'-0" a � • ii o a Q MIN, EACH 51DE OF PARTY- Z vl w WALL CENTERLINE 0 Y � U � ENGINEERED WOOD ROOF w 0Lu Q [� TRUSSES 24" D.G., TYP. S. u - p u'' w C) w D W z 0 w �-- ..l 144 z z 40 9 (2) 1" USG GYPS LINER PANELS I TALLED Z BETWEEN 2" U6G 17TEEL H -STUDS e 24" C.C, TYP. ••• EXTEND TO UND SIDE Q OF F.R.T. PLYWD. ROOF DE GK Z z (2) 2" UeG STEEL a < STEEL C-RUNNE (2) 2" U5G STEEL STEEL C -RUNNERS 2X4 WD. STUD WALL, STUDS 10 Iro" O.C., TYP. "THERMAF18 FIREBL.00K • R-19 BATT IT GROSS-BRAGE STUDS AS NECESSARY FOR CLIP ATTACHMENT .063" USG ALUMINUM BREAK -AWAY CLIPS (SEE NOTES, THIS SHEET) "THERMAL~ R-19 1=3ATT INPUgATION � �•;' oy9t648ddfdfdB ►� z _� .�°°off . � as®, LA C4o M z � OLL a � • 1/2" DRYWALL—/ R-13 BATT INSULATION, TYP, CROSS -BRACE STUDS AS NECESSARY FOR CLIP ATTACHMENT �t Z 1/2" DRYWALL Partvwcall Section roi 4" CONC_ 5LA5 ON (o MIL. POLY. VAPOR BARRIER OVER 4" GRAVEL BASE, TYP. OFFSET 12X&XI6 CMU. EVERY 4th COURSE FOR SLAB SUPPORT 20" WIDE X 10" DEEP CONCRETE FOOTING 2 "5 REBARS, CONTINUOUS SCALE: 3/4" = 1'-0" W r tj cv rs co LA C4o M z � ar a � • ii o a Q x LO vl � U � w 0Lu Q u - u'' C) w D z 0 w �-- C"- z z 40 W N � z Id • Q x LO I 1/2" CANTILEVERED 22 lri; P.T. 2X12's 1X12 SKIRT BOARD (MITER -CUT ALL CORNERS) 3/$„ 1X4 TRIM W/ 3/8" BEVEL CUT VERIFY PER FLOOR TRUSS SPACING 5/4 x 6 DECK BDS. 2X4 BLOCKING '.T. 2X8 JOISTS .T. 2x4 LEDGER I�)�•; I I ���I 11)cl;,i�I SCALE: 3/4" = 1'-0" Q:I_/ 1/7If 10 5/4 X 6 DECK BD. EDGE ABOVE P.T. 2X12 END W/ IXl2 SKIRT BOARD (ROUNDED EDGE, MITER GUT ALL CORNERS) -----— — — -- — — et # z I # — — r-- ---------_..—,....------ ._.._...---_.--_-— _ # # I I I I 1 I I I PT. 2X8 JOIST I I I I 1 LINE OF 5/4 X 6 P.T. DECKING ABOVE # I i I # I # I I I 1 I i I I # I 1 I # I I — I I I I I I # I I I P.T. 2X8 JOIST I I # # 1 I I I I # 1 I I ! ! I 1 P.T. 2X8 JOIST I I 1 I 1 I — # I I �j I 1 { I I I # I { I P.T. 2X12 02 I I 1 2X4 BLOI}-CKINC I R7. 212 02 5YP I P.T. 2X8 JOIST I I I I I ! # I X 1 — 6tL� 1 lil I l 1 I I I I l 13 1/2" HT. ENGINEERED WOOD I 1 I 1 NOTCH 2X61 BARD I # I FLOOR TRUSSES 0 24" O.G., TYP. BOARD AT 12X121 JOISTS 2Xh BAND BD, I I I I I P.T. 2X12 LEDGER I I I # # I 1 I I 1 I cp z • 0 1 h1 PREFORMED Plan at De;;ck NEWEL POSTS NOTE: PAINT ALL DECK FRAMING t RAILING ITO MATCH EXTERIOR TRIM COLOR ,w 36,11 HT. P.T. 5/4" X 6 DEGKINCz 5/4 x ro DECK BD 10, d P.T. 2X)2 P.T. 2X8 ! JOISTS TOP OF PLATE P.T. 2X4 LEDGER 2X12 P.T. LEDGER 1X4 TRIM W/ 3/6" BE VE L 1X12 SKIRT BD. HDBD. SIDING, TYP, RAe5ITE> 5/4 X 6 FA5C1A---� VENTED NDWi SOFFIT, TYR -- 1 5 1/4" CROUN MLLX 2 X DENTIL MOULD f 1 f/2" TEETH) IX12 41/411 2X 15LK G. ENCS. ROOF TFW65 W/ 24" NEI=L 4 1/4" DR1C;K LAMER BRfCK VENEER- f� € rEADER OUJ a flRE-CA°vT LINTEL ornicu DuAm t (ani� SCALE: 3/4" = I' - V 33UU c SCALE: 3/4" - I'-0" NOTCH 2X6 BAND E3OARD AT 2X12 JOISTS 13 1/2" HT, ENG. FLOOR TRUSSES �---R-19 INSULATION, TYP. (2) P.T. 2XI2X18' 02 SYP JOISTS NAILED TO BOTH SIDES OF FLOOR TRUSS, CANT. 5'-11" FOR DECK SUPPORT. ATTACH WITH 2 ROWS trod. NAILS - BOTTOM ROW TO BE FASTENED TO BOTTOM CHORD s 12" O.C., TOP ROW TO BE FASTENED WITH 5'-11" 1 L (1) trod. NAIL AT EACH TRUSS WEB CANTILEVER PROVIDE APPROPRIATE FLASHING AT WALL PENETRATION_ Section at Deck 1A_ SCALE: 3/4" = 1'-0" 0 A ip LINE OF OPTIONAL VAULTED CEILING (4:12 PITCH) COMPOSITION SHINGLES ON 150 ROOF FELT OVER 1/16" O.S.B. ROOF DECKING, TYP. ENGINEERED WOOD ROOF TRUSSES ID 24" O.C., TYP. ,, 1'-31/4" TRUSS HEEL HT. ALUM. C=UTTER _ TOP OF PLATE —t — SEE DETAIL ABOVE 2X4 BRICK LADDER CONTINUOUS PRE -CAST CONC. BELT BAND, PROJECT 1" FROM FAGS OF BRICK VENEER 'TOP OF BELT BAND COURSE SECOND FLOOR HT. CONTINUOUS BRICK SOLDIER COURSE, PROJECT 1/2" FROM FACE OF BRICK VENEER- / TOP OF PLATE — — 2Xro BAND BOARD, TYP.----/ GALV. METAL WALL TIES PER CODE, TYP, FIRST FLR. HT, _ TOP OF PLATE — — BRICK VENEER, TYP. CONT. 4X4 PRE -CAST CONC. - BELT BAND, PROJECT I" FROM FACE OF BRICK VENEER TOP OF _BELT BAND_COURSE CONTINUOUS BRICK SOLDIER COURSE, PROJECT 1/2" FROM FACE OF BRICK VENEER 6i I" AIRSPACE, TYP. CONT. METAL FLASHING—,, WEEP HOLES o 33" O.C. TOP OF 5LA5 _ 4X4XI6 C.M.U. BLOCK GRADE — 2X6 P.T. SILL PLATE SET IN 51LL SEALER AND ATTACHED TO FNDTN. W/ 1/2" DIA. X 15" ANCHOR BOLTS o 48" O.C. MAX„ 12" MIN. FROM CORNERS (OR APPROVED METAL STRAP ANCHOR W/ SPACING PER MFR SPECIFICATIONS) 1 1----1/2" DRYWALL R-38 BLOWN INSULATION (FLAT CEILINGS) R-30 BATT INSULATION (VAULTED CEILINGS) 5ECOND FLOOR - -1/0" T 4 G O.S.B. FLOOR DECKING (NAILED 4 GLUED) ON 13 1/2" HT. ENGINEERED WD. OPEN-WE5 FLOOR TRUSSES e 24" O.G., TYPICAL R -IS INSULATION TYP. R-13 INSULATION, TYP. FIR&T FLOOR 2X4 WD. STUD WALL STUDS a 16" O.C., TYP. LOWER LEVEL 1/2" STRUCTURAL SHEATHING 2X6 Wp. STUD WALL STUDS s fro" O.G., TYP. 1/2" DRYWALL 4" CONC. SLAB ON 6 MIL, POLY. VAPOR BARRIER OVER 4" GRAVEL BASE, TYP. .�` `'9>X8XIro G.MU. BLOCK PLACE 12X8X16 CM.U, EVERY 4TH COURSE FOR SLAB SUPPORT IOXSXIro G.1'�I,U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER PLAN - 22" WIDE X 10" DEEP CONC. FTG. Front Wall SCALE: 3/4" = I'-0" Z 0 �o J wir a 94 III z 111110111 a J Q W LL 0 Lu 0 a .j .j V) x a L z W > a 61 cp z � � a Gi Qto Q O O F nV' �xU4.SZ`�iS9� R9 44®iaq;E£SEd��.�,a� V • '� oB ` �4�$�t••a�s Az o iz ;y 4111 �Qf�'cJdt&9toR�g4 n !L ci mmh C,4 O � m � Z z o N o 0 ..._A V Ci q Q W --� o V a U cyV) � Z n z L0 t{1 r_ U_ Ld w LLJ 4! N *%W PRE -FORMED 41/4-1 BALL TOP 4 i/Y" X 4 i/4t, PREFORMED NEWEL POST—, � �► I ISI r', ;( li i ! ; w SURFACE r I 13`-1.3/4' W' MOUNTED 1 2X �! 9 O ATT,4C1-4MENT 1 2X8 JOISTS Tit 19 1/4" WIDE i `` 2X10 BOX -BEAM Il i '– Q BOX -BM, BRG, SIT, i _ 1 I DOOir R.0. HT, i 1 t I STEEL LINTEL A 2XIO BOX -BEAM (EXTEND TOP AND BOTTOM C*IORD AN ADI7IT!CN4L 11/2" AT t40U5E 510E) i 10" DIA, TAPERED COMP051TE COLUMN Wi ATTIC BASE AND COVERED CAPITAL, iNSTALL PER MA=R. &PEG'S - ENTIR'1' -r I TUBULAR STEEL R1:ILING, ATTACH TO COLUMNS i i I 1 j I 1 t- DOOR ROUGH OPNG, HT LL I I I i i BRICK VENEER i @ CONC. S?EPS TO GRADE I ' L)E R_ LEVEL TDP OF SLAB – 4t NOTE: ADHERE TIII$ NEWEL POST TO BRICK VENEER ONLY (NO ATT 4C;4MEN7 TO ROOT" DECK) TRIM BALL- TOP AS NECESSARY STANDING -SEAM COPPER ROOF ON 3/4" PLYWOOD ROO= DECK COP!=ER FLA5�4ING 2Xh WALL BRICK VENEER 2XIC LEDGER, GLUED AND BOLTED THRU BRICK VENEER uj/ 1/2" DIA, LAG- BOLTS, 10" L., 'D 24" D.C., COUNTERSUNK \- (3) 2XiO PE4Z)ER W1 1/2" F,_YLUD. FILLERS 30&8 ENTRY DOOR W/ (2) 51DELIGr4T5 AND 5410 F,G, TRAN50M ABOVE 2 - STORY FOYER BRICK ROWLOCK SILL W/ SOLDIER COURSE BELOW AT DOOR OPENING ONLY 02 ` i4,4r SCALE: 3/4" I PRE -FORMED NEWEL POST ANP RAILING-------------.----�---••- I 5TA�DING-SEAM COPPER � i i t I ROCF ON 3/4" fi LYWD. DECK COPPER ROOF OVERLAP_. ------------ ,AND DRIP EDGE --1 v I i �/4 X 6 TR11`' - i 2X8 PLATFORM, JOISTS Irra" O,C. jIE 2X2 BLOCKING— 3 3/4 1 �OVE L4ANG IX FLOCKING r S lI4" CROWN i � 1 1/2" COVE MOULDING _ I MOULDII�C� 1 �" IXra TRIM ~ ` l - 1 1/2" COVE MOULDING— � t fl IX12 TRIM 1 1/2" COVE MOULDING NOTE: COLUMN CAPITAL, MUST EXTEND BEYOND BOX -BEAM TRIM ----�� PRE _iORMED COLUMN CAPITAL ----- ` 10" D14- TAPERED GOMF'051TE COLUMN --- 41 IXG TRIM 3/S" SMOOTH M.D.O. BOARD CEILING— IXIOd TRIM 9 1/4" WIDE 2X10 BOX -BEAM IXIO TRIM SCALE: 112" 30(o8 ENTRY DOOR W/ 02 \\� (2) 51DELT5. AND 5410 A4.�r.G. TRAiSC?'' 4s3DVE Ilk F0 \�15RICK M©UL)� BRICK ROWLOCK 51L.L WITH`IX& (RIPPED) SOLDIER COURSE BELOW ! 4 1/4" BLOCKING 4T DOOR OPENING ONLY f I L / ___ FRICiG VENEER –tXlrO WD. TRIM ( � � -�- F.ACE -MOUN i D; COR,4Ti VE 1-IALF - !I I 1X8 WD, TRIM COLUMN PILASTERS PRE -FORMED i Z COLUMN BAST^ �— L INE OF ROOF I Q ...._. _........_,._.._ ____ _..._ -._ ...._ ._._...�.. ..� ._.._ ___. _.._.._._.._... � � PLATF0R1"1 ABOVE I 1/4" WIDE 2X10 I �... j BOX--BE,�,MS ,ABOVE L� , lo i410` I,A, T4PRED02 CD',-'IPOSITE COLUMNS IAC 10" CONIC, 5TER5 TO GRADE. \`—TUSUL,4R STEEL. RAILING 14 4T aro " 14E IGH T , TYI F, iz, a' -on I Plan at Covered Ent SCALE: lit" = 1'-0" 3'-102/2" 1 RAILING ; � Q 1 lit" X 1 12" X ,6 ° H4 SOUARE BALLU5TER51, ! ! CPRE -FORMED TOn I:\ AND BOTTOM RAIL g,�� � �► I ISI r', ;( li i ! ; w SURFACE r I 13`-1.3/4' W' MOUNTED 1 2X �! 9 O ATT,4C1-4MENT 1 2X8 JOISTS Tit 19 1/4" WIDE i `` 2X10 BOX -BEAM Il i '– Q BOX -BM, BRG, SIT, i _ 1 I DOOir R.0. HT, i 1 t I STEEL LINTEL A 2XIO BOX -BEAM (EXTEND TOP AND BOTTOM C*IORD AN ADI7IT!CN4L 11/2" AT t40U5E 510E) i 10" DIA, TAPERED COMP051TE COLUMN Wi ATTIC BASE AND COVERED CAPITAL, iNSTALL PER MA=R. &PEG'S - ENTIR'1' -r I TUBULAR STEEL R1:ILING, ATTACH TO COLUMNS i i I 1 j I 1 t- DOOR ROUGH OPNG, HT LL I I I i i BRICK VENEER i @ CONC. S?EPS TO GRADE I ' L)E R_ LEVEL TDP OF SLAB – 4t NOTE: ADHERE TIII$ NEWEL POST TO BRICK VENEER ONLY (NO ATT 4C;4MEN7 TO ROOT" DECK) TRIM BALL- TOP AS NECESSARY STANDING -SEAM COPPER ROOF ON 3/4" PLYWOOD ROO= DECK COP!=ER FLA5�4ING 2Xh WALL BRICK VENEER 2XIC LEDGER, GLUED AND BOLTED THRU BRICK VENEER uj/ 1/2" DIA, LAG- BOLTS, 10" L., 'D 24" D.C., COUNTERSUNK \- (3) 2XiO PE4Z)ER W1 1/2" F,_YLUD. FILLERS 30&8 ENTRY DOOR W/ (2) 51DELIGr4T5 AND 5410 F,G, TRAN50M ABOVE 2 - STORY FOYER BRICK ROWLOCK SILL W/ SOLDIER COURSE BELOW AT DOOR OPENING ONLY 02 ` i4,4r SCALE: 3/4" I PRE -FORMED NEWEL POST ANP RAILING-------------.----�---••- I 5TA�DING-SEAM COPPER � i i t I ROCF ON 3/4" fi LYWD. DECK COPPER ROOF OVERLAP_. ------------ ,AND DRIP EDGE --1 v I i �/4 X 6 TR11`' - i 2X8 PLATFORM, JOISTS Irra" O,C. jIE 2X2 BLOCKING— 3 3/4 1 �OVE L4ANG IX FLOCKING r S lI4" CROWN i � 1 1/2" COVE MOULDING _ I MOULDII�C� 1 �" IXra TRIM ~ ` l - 1 1/2" COVE MOULDING— � t fl IX12 TRIM 1 1/2" COVE MOULDING NOTE: COLUMN CAPITAL, MUST EXTEND BEYOND BOX -BEAM TRIM ----�� PRE _iORMED COLUMN CAPITAL ----- ` 10" D14- TAPERED GOMF'051TE COLUMN --- 41 IXG TRIM 3/S" SMOOTH M.D.O. BOARD CEILING— IXIOd TRIM 9 1/4" WIDE 2X10 BOX -BEAM IXIO TRIM SCALE: 112" 30(o8 ENTRY DOOR W/ 02 \\� (2) 51DELT5. AND 5410 A4.�r.G. TRAiSC?'' 4s3DVE Ilk F0 \�15RICK M©UL)� BRICK ROWLOCK 51L.L WITH`IX& (RIPPED) SOLDIER COURSE BELOW ! 4 1/4" BLOCKING 4T DOOR OPENING ONLY f I L / ___ FRICiG VENEER –tXlrO WD. TRIM ( � � -�- F.ACE -MOUN i D; COR,4Ti VE 1-IALF - !I I 1X8 WD, TRIM COLUMN PILASTERS PRE -FORMED i Z COLUMN BAST^ �— L INE OF ROOF I Q ...._. _........_,._.._ ____ _..._ -._ ...._ ._._...�.. ..� ._.._ ___. _.._.._._.._... � � PLATF0R1"1 ABOVE I 1/4" WIDE 2X10 I �... j BOX--BE,�,MS ,ABOVE L� , lo i410` I,A, T4PRED02 CD',-'IPOSITE COLUMNS IAC 10" CONIC, 5TER5 TO GRADE. \`—TUSUL,4R STEEL. RAILING 14 4T aro " 14E IGH T , TYI F, iz, a' -on I Plan at Covered Ent SCALE: lit" = 1'-0" Q w Q fl w o 0 CL 'v � Q Q) I TO xQb�ro .......... •��� 4 5~ w�• CN r� tin : •..�� �" cFn 2: Jl+��aft11t1Nt 0-nB �r � N N Z m f N 0 Q- 0 _C) C) C) -t- _J z o Q. (�% U /\ w � � o O � n C w 2 w Lu w w