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HomeMy WebLinkAbout2224, 2228, 2232, 2236, 2240, 2244 Brookridge Trl (a)DRAWING INDEX 6-t 0) �00 SHEET NO. DESRIPTION 0) O i. � C!1 N C-1 COVER, INDEX, REVISIONS, O M O C LL � �i a) > ,C U-)BC2 BUILDING COMPOSITE FIRST FLOOR PLAN INI MN � O BC3 BUILDING COMPOSITE SECOND FLOOR PLAN FrFA ctSN L— � BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS O 'O—' C J BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS I N 3:F- BC6 BUILDING COMPOSITE ROOF PLAN OCH LAK TOWN HOM S 1.1C UNIT TPTH05E FLOOR PLANS AND DETAILS 1.2C UNIT TPTH05E ELEVATIONS AND DETAILS N It O SANFORD, F ORIDA 1.3C UNIT TPTH05E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER C _ari qt N 1.4E UNIT TPTH05E ELECTRICAL PLAN O LO � 4- OMC 2.1 B UNIT TPTH03 FLOOR PLANS AND DETAILS 2.26 UNIT TPTH03 ELEVATIONS AND DETAILS BUI DING j-9 �.0 M W 2.36 UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER co (O7 � _ L- c N .� 2.4E UNIT TPTH03 ELECTRICAL PLANS 3.1 B UNIT TPTH01 FLOOR PLANS AND DETAILS OTS *100 THRU*95 o i' � ami 0 CZ 0 T-- 5 UNIT TPTH01 ELEVATIONS AND DETAILS ¢ Q >- qt Cr 3.26 3.38 UNIT TPTH01 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 3.4E UNIT TPTH01 ELECTRICAL PLANS 4.1 A UNIT TPTH03 FLOOR PLANS AND DETAILS 4 2A UNIT TPTH03 ELEVATIONS AND DETAILS CD i (� i J p � Mime L- o N Z 6:12 Bvs i 6:,2 6:1z Li d 6:12 o 4.3A UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER L- _ ``�� `,gees ee••• �tj`j/ CV 4.4E UNIT TPTH03 ELECTRICAL PLANS l •• ••• _ 5.1 A UNIT TPTH01 FLOOR PLANS AND DETAILS ® - -0.1 UNIT TPTH01 0. ELEVATIONS AND DETAILS �' 5.2A d ;--� !w, J '' 5.3A UNIT TPTH01 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 5:,2 6:,2 6:,2 '. �'.. •.��c'J ` UNIT TPTH01 ELECTRICAL PLANS � 5.4E 6.1 A UNIT TPTH03E FLOOR PLANS AND DETAILS 71 F-711 IZ 6.2A UNIT TPTH03E ELEVATIONS AND DETAILS LEM MMLLU®®® ®®® ®® ®®® ®®® 1111 6.3A UNIT TPTH03E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER ®®®. ®®® ®®® ®®® ❑❑ ®❑® ®®® 11 �� ®®® ®®® 6.4E UNIT TPTH03E ELECTRICAL PLANS ®®® ®®® ®®® ®®®MI ®❑ ®®❑ ®®® S®® ®®® ®®® E1 �E2) E3 E4 E5 E6 E7 E8 S1 STRUCTURAL NOTES TPTH05E TPTH03 TPTH01 TPTH03 TPTH01 TPTH03E 100 99 98 97 96 95 o S2 BUILDING FOUNDATION PLAN ELEV. C ELEV. B (REV} ELEV. B ELEV. A (REV.) ELEV. A ELEV. B (REV.) WZ S3 DOWEL LAYOUT PLAN Q pwc� r` S4 FLOOR FRAMING PLAN Construction Documents Conce tual Desi n Structural Engineer Builder &Owner UEP O S5 ROOF FRAMING PLAN pg U F A Uj c0 ��N� rnaon oecor � ca S6 LINTEL PLAN & Project Coordination R ,- o a SD1 FOUNDATION DETAILS �z��c SD2 GENERAL DETAILS WF z SD3 GENERAL DETAILS Design W �'���� SD4 GENERAL DETAILS TF Design, Inc. Quadra g II I� J .� w� N H a ■ - Del Com°° MATT � a SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS Studios Inc. ♦'� si 11aLLV11 �-0 0 U c\ SD6 FIRE SEPARATION WALLS AND DETAILS 6685 Arroyo Dr. MONTA CONSULTING & DESIGN homes DESIGN Melbourne FL, 32940 SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS of WMR AND ASSOCIATES, INC. w U 2171 Avenue road, Suite 302 = SD8 FIRE SEPARATION DETAILS North York, Ontario M5M 4134 Cert. of Authorization No. 9177 400 park Avenue South TEL: (321) 288-6274 TEL: (416) 322-6334 222 S. Westmonte Dr. Suite 100 suite 220 V) EMAIL: tfrost@t-f-design.com Altamonte Springs, FL 32714 g info@quadradesignstudios.com Winter Park, FL 32789 TEL: (407) 681-1917 TEL: (407) 599-9994 af R\EV SIGN S (A GENERAL DESIGN CRITERIA Li OCCUPANCY CLASSIFICATION - R3 SPRINKLER APPLICABLE CODES: :2 o REV # DATE DESCRIPTION CONSTRUCTION TYPE - 5B FLORIDA BUILDING CODE, 2010 = T— oo 08/15/12 ISSUED FOR PERMIT AND FBCR 2010 DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010z I.— A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 w 0 B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 � I— C) DECKS - 40 PSF LIFE SAFETY CODE NFPA 101, 2009 = w 0 D) STAIRS - 40 PSF NEC, 2008 Y E) ROOFS - 20 PSF FLORIDA ENERGY CODE 2010 FBC U J z NFPA 13R 2007 ,, Q _ -10 N F PA 72 2007 WIND DESIGN LOAD INFORMATION (PER FBC 2010, REF. ASCE 7 ) p- 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH Q :2-1m 2) NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH HEIGHT & AREA CALCULATIONS—DESIGN DRAWN BUILDING CATEGORY = IIQUADR TJF/AT 3) WIND EXPOSURE (ALL SIDES) = B _ _ CHECKED WMR 4 INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 = 2 STORIES DWG.No.BUILDING HEIGHT CgCE 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS JOB No. SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: 20�o/los_ BUILDING AREA SCALE As NOTED FOR WALL LOCATIONS: (-) 48 PSF, (+) 36 PSF FIRST FLOOR WITH GARAGES 8,176 SQ. FT. DATE FOR ROOF LOCATIONS: (-) 42 PSF, (+) 33 PSF SECOND FLOOR 7,166 SQ. FT. 08/28/12 TOTAL AREA 15,342 SQ. FT. PERMIT #a—/:L-"2,? 71 SHT 1 of 20 UIJ a, G oc UJ 0- C) LIL_ LILA 19 6:,2 6:,2 6:12 a CD i (� i J p � Mime L- o N Z 6:12 Bvs i 6:,2 6:1z Li d 6:12 o 4.3A UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER L- _ ``�� `,gees ee••• �tj`j/ CV 4.4E UNIT TPTH03 ELECTRICAL PLANS l •• ••• _ 5.1 A UNIT TPTH01 FLOOR PLANS AND DETAILS ® - -0.1 UNIT TPTH01 0. ELEVATIONS AND DETAILS �' 5.2A d ;--� !w, J '' 5.3A UNIT TPTH01 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 5:,2 6:,2 6:,2 '. �'.. •.��c'J ` UNIT TPTH01 ELECTRICAL PLANS � 5.4E 6.1 A UNIT TPTH03E FLOOR PLANS AND DETAILS 71 F-711 IZ 6.2A UNIT TPTH03E ELEVATIONS AND DETAILS LEM MMLLU®®® ®®® ®® ®®® ®®® 1111 6.3A UNIT TPTH03E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER ®®®. ®®® ®®® ®®® ❑❑ ®❑® ®®® 11 �� ®®® ®®® 6.4E UNIT TPTH03E ELECTRICAL PLANS ®®® ®®® ®®® ®®®MI ®❑ ®®❑ ®®® S®® ®®® ®®® E1 �E2) E3 E4 E5 E6 E7 E8 S1 STRUCTURAL NOTES TPTH05E TPTH03 TPTH01 TPTH03 TPTH01 TPTH03E 100 99 98 97 96 95 o S2 BUILDING FOUNDATION PLAN ELEV. C ELEV. B (REV} ELEV. B ELEV. A (REV.) ELEV. A ELEV. B (REV.) WZ S3 DOWEL LAYOUT PLAN Q pwc� r` S4 FLOOR FRAMING PLAN Construction Documents Conce tual Desi n Structural Engineer Builder &Owner UEP O S5 ROOF FRAMING PLAN pg U F A Uj c0 ��N� rnaon oecor � ca S6 LINTEL PLAN & Project Coordination R ,- o a SD1 FOUNDATION DETAILS �z��c SD2 GENERAL DETAILS WF z SD3 GENERAL DETAILS Design W �'���� SD4 GENERAL DETAILS TF Design, Inc. Quadra g II I� J .� w� N H a ■ - Del Com°° MATT � a SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS Studios Inc. ♦'� si 11aLLV11 �-0 0 U c\ SD6 FIRE SEPARATION WALLS AND DETAILS 6685 Arroyo Dr. MONTA CONSULTING & DESIGN homes DESIGN Melbourne FL, 32940 SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS of WMR AND ASSOCIATES, INC. w U 2171 Avenue road, Suite 302 = SD8 FIRE SEPARATION DETAILS North York, Ontario M5M 4134 Cert. of Authorization No. 9177 400 park Avenue South TEL: (321) 288-6274 TEL: (416) 322-6334 222 S. Westmonte Dr. Suite 100 suite 220 V) EMAIL: tfrost@t-f-design.com Altamonte Springs, FL 32714 g info@quadradesignstudios.com Winter Park, FL 32789 TEL: (407) 681-1917 TEL: (407) 599-9994 af R\EV SIGN S (A GENERAL DESIGN CRITERIA Li OCCUPANCY CLASSIFICATION - R3 SPRINKLER APPLICABLE CODES: :2 o REV # DATE DESCRIPTION CONSTRUCTION TYPE - 5B FLORIDA BUILDING CODE, 2010 = T— oo 08/15/12 ISSUED FOR PERMIT AND FBCR 2010 DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010z I.— A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 w 0 B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 � I— C) DECKS - 40 PSF LIFE SAFETY CODE NFPA 101, 2009 = w 0 D) STAIRS - 40 PSF NEC, 2008 Y E) ROOFS - 20 PSF FLORIDA ENERGY CODE 2010 FBC U J z NFPA 13R 2007 ,, Q _ -10 N F PA 72 2007 WIND DESIGN LOAD INFORMATION (PER FBC 2010, REF. ASCE 7 ) p- 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH Q :2-1m 2) NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH HEIGHT & AREA CALCULATIONS—DESIGN DRAWN BUILDING CATEGORY = IIQUADR TJF/AT 3) WIND EXPOSURE (ALL SIDES) = B _ _ CHECKED WMR 4 INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 = 2 STORIES DWG.No.BUILDING HEIGHT CgCE 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS JOB No. SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: 20�o/los_ BUILDING AREA SCALE As NOTED FOR WALL LOCATIONS: (-) 48 PSF, (+) 36 PSF FIRST FLOOR WITH GARAGES 8,176 SQ. FT. DATE FOR ROOF LOCATIONS: (-) 42 PSF, (+) 33 PSF SECOND FLOOR 7,166 SQ. FT. 08/28/12 TOTAL AREA 15,342 SQ. FT. PERMIT #a—/:L-"2,? 71 SHT 1 of 20 UIJ a, G oc UJ 0- C) LIL_ LILA 19 c I c oc I Lr 6 UNIT FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS flial, ilm PRISFIRI-I'l, Mal( F, malff" wil, ... 11 11 ii 3/16 99 - 1' —0" WALL SYMBOLS LEGEND ® INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS W OVA mom Ld n _ r U U ~ U) LTJ C) cr) n 'R i■ IN Fee ``��►►1111111' L.J 0 � eeeeeee• °e • e �,� �/ . 1 " 't Q °e Lu = 0 0 w H dam' 00 z cl) �� �t� Q % LTJ a LA J w Lij m Lo DESIGN CHECKED DWG.No. Z 0 CD CQ co r- Q�zE c rn CD ^^' Z o E-4= U' cc �cn-Hz-� C) oa�WHz E -+ Ca wC�2� O DRAWN JOB No. SCALE AS NOTED DATE SHT OF Z W H BC -2 L/) Z 3 X0:2 = 0 0 LTJ � Y LTJ a �- DESIGN CHECKED DWG.No. Z 0 CD CQ co r- Q�zE c rn CD ^^' Z o E-4= U' cc �cn-Hz-� C) oa�WHz E -+ Ca wC�2� O DRAWN JOB No. SCALE AS NOTED DATE SHT OF Z W H BC -2 LLJ Q Z O_ H— n ry U U) w 0 i CV TPTH05E TPTH03 TPTH01 TPTH03 TPTH01 � TPTH0��@ELEV.C ''99 ELEV. 'B' �REV� 98 ELEV. 'B' 97 ELEV.'A' (REV. 96 ELEV.A' `ELEV.B(REV. FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS D PENETRATIONS THROUGH U373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 6 UNIT 3/16 99 _ 113"UILDINU" SECOND- FLOOFA', PLAI 1' —099 WALL SYMBOLS LEGEND ® INDICATES 2 HOUR PARTY WALL - SHAFT LINER SYSTEM UL U373. INSTALL PER MANUFACTURERS SPECS CONTINUOUS FROM TOP OF 2 HOUR CMU PARTY WALL BELOW, BETWEEN FLOOR TRUSSES, CONTINUOUS TO UNDERSIDE OF FIRE RETARDENT ROOF SHEATHING SEE WALL SECTION 1/SD6 EZZMM INDICATES 1 HOUR RATED EXTERIOR WALL - UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE 5/SD6 SEE WALL SECTION 4/SD8 w�N Z W 000 JOB No. Z 0J F C ULiJ 2 = -------� N I1 V) BATH U Q ) ---- 11 II OASIS ly- C 0 _j m W.I.C. i DN 3R a" — W. I. C. 1 II II DN 3R 44" — I W. 1. C. I II 11 Lc DN 3R J BATH AHu BATH --- 6" C_!) C BATH i --- � C���6 — _D S�3 3 / Cc D 6 3 L..L C BATH B SIMILAR DROOM 3 SIMILAR S 6G SIMILA BEDROOM 3 3 �? BEDROOM 3 °� LL 00 DpNl 7 R /� ! 4 \ I 0 i CV TPTH05E TPTH03 TPTH01 TPTH03 TPTH01 � TPTH0��@ELEV.C ''99 ELEV. 'B' �REV� 98 ELEV. 'B' 97 ELEV.'A' (REV. 96 ELEV.A' `ELEV.B(REV. FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS D PENETRATIONS THROUGH U373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 6 UNIT 3/16 99 _ 113"UILDINU" SECOND- FLOOFA', PLAI 1' —099 WALL SYMBOLS LEGEND ® INDICATES 2 HOUR PARTY WALL - SHAFT LINER SYSTEM UL U373. INSTALL PER MANUFACTURERS SPECS CONTINUOUS FROM TOP OF 2 HOUR CMU PARTY WALL BELOW, BETWEEN FLOOR TRUSSES, CONTINUOUS TO UNDERSIDE OF FIRE RETARDENT ROOF SHEATHING SEE WALL SECTION 1/SD6 EZZMM INDICATES 1 HOUR RATED EXTERIOR WALL - UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE 5/SD6 SEE WALL SECTION 4/SD8 Ln w�N Z W 000 JOB No. Z 0J F AS NOTED ULiJ 2 = w N V) Ln DESIGN U) Lj � CQ Q co CCl1Z E�/� V) VV r� v Uj o0 z O cO ul t7 14 z a mC)a 0 zWF z �i a w"j� O U DRAWN CHECKED w�N Z DWG.No. 000 JOB No. SCALE AS NOTED DATE = w cy, BC -3 U Q CD Q ly- C 0 _j m DESIGN U) Lj � CQ Q co CCl1Z E�/� V) VV r� v Uj o0 z O cO ul t7 14 z a mC)a 0 zWF z �i a w"j� O U DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -3 SHT OF 6:12 0 0 o 28 x44 0 0 x x 00X X d M M 00 M MLi'L=j I X r"010 M 1 { I I I _ 37 x72 37 x72 72"x96° "aex" 47 PATIO OITA9 DOOR A000 72"x96° "aex" S7 PATIO OITA9 DOOR A000 72"x96° "aex"R7 PATIO OITA9 DOOR 9000 72"x96" "aex"R7 PATIO OITA9 DOOR 9000 II i In n u 72"x96" "aex"R7 PATIO OITA9 DOOR 9000 II i In n u 72"x96" PATIO DOOR ming—ml - -- --- iu■ui��:� -—IISJ■ui - --lu■ui---------- - iu■ui ---- --- -- - ���H03E TPTH01 L TH03 (: TPTH01 � TPTH03 TPTH(05E ELEV. 'B' (REV.) 96 ELEV. 'A' 97 ELEV. 'A' (REV.) 98 ELEV. 'B' '� ELEV. 'B' (REV) 100 ELEV. 'C' 1 6:12 REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 5:12 E1 I E2 6:12 6:12 E3) (E4 E5 )(E6 E7) (E8 100 TPTH05E gg TPTH03 qlTpTH01 TPTH03 TTH01 TPTH03EELEV. 'C' ELEV. 'B' (REV) EV. 'B' ELEV. 'A' (REV.) ELEV. 'A' ELEV. 'B' (REV.) FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS NOTE: HOUSE ADDRESS NUMBERS TO BE MOUNTED ON FRONT ELEVATION SO THAT THEY ARE CLEARLY VISIBLE FROM THE STREET PER FBC2010 R319 6 UNIT BUILDING FRONT AND REAR ELEVATIONS 3/16" = 1'-0" TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW z FIN. GROUND FLOOR W F- n z O n Iz U cn Ld Ld Wco N QUizE- W°' �0-02� �OE-4Azrn CO C) ooa � 0 �zE��- o�z a o w :� o cn TOP OF PLATE _-. �. E"' p c\' a TOP OF WINDOW Z Z W � r Ld o ^00 _ V, L.L FIN. SECOND FLOOR Ln TOP OF MASONRY [a) TOP OF WINDOW to Fn 1 I O I rn co �. O FIN. GROUND FLOOR LiJ O FIN. GRADE 00 0 O a 0 Z IN 000 = w O o Q = CD 0 �QoC) C-im DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC=41 1/ 8:12 \ 6:12 6:12 10Q TPTH05E ELEV. 'C' LEFT END ELEVATION I 0 0 I 00 6:12 1 8:12 Man== me .. FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 95 T'T' 3E.0'B' (REV.) RIGHT END ELEVATION 6 UNIT BUILDING LEFT .SND RIGHT END ELEVATIONS 99 9-C '43-/ 16 -7 1 6:12 /! 6:12 6:12 6:12 6:12 E,l FRONT ENTRANCE 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY E5 FRONT ENTRANCE 'A' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY E2 WALKWAY 'B' SHUTTERS w c� uu U Q Z - 27 63 z L UOQ Z :v Q O: - H �i -I Z -' C W 0 - O U' d O o C] w LL] - _ECTRIC METE NICHE L LLJJ C� E,l FRONT ENTRANCE 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY E5 FRONT ENTRANCE 'A' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY E2 WALKWAY 'B' SHUTTERS E3WALKWAY 'B' _ WINDOW AT GARAGE E4 WALKWAY 'A' SHUTTERS TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 6:12 WALKWAY 'A' WALKWAY 'A' E8 Vvt1L_Y\VV/-1I r EA E7 SHUTTERS SHUTTERS WINDOW AT GARAGE UNITBUILDING ENTRY SIDE WALL ELEVATIONS - 3/16 " = 1'-0" TOP OF PLATE TOP OF WINDO FIN. SECOND FLOOR FIN. GROUND FLOOR w p w c� uu • Z - 27 63 z L UOQ Z :v Q O: - H -I Z -' C W 0 - O U' d O o C] w LL] _� LECTRIC METER LdLdL w 0 V)F- NICHE (SEE P� V a n �o DETAIL) E3WALKWAY 'B' _ WINDOW AT GARAGE E4 WALKWAY 'A' SHUTTERS TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 6:12 WALKWAY 'A' WALKWAY 'A' E8 Vvt1L_Y\VV/-1I r EA E7 SHUTTERS SHUTTERS WINDOW AT GARAGE UNITBUILDING ENTRY SIDE WALL ELEVATIONS - 3/16 " = 1'-0" TOP OF PLATE TOP OF WINDO FIN. SECOND FLOOR FIN. GROUND FLOOR w p DESIGN w c� I-* • Z s O z • CA P• . Z CV a rt i W .z UOQ Z :v Q O: H �A=CD n z P ul Z -' C W 0 LL. O U' d O o O U CQ w LL] _� LdLdL w 0 V)F- _ N P� V a n �o O0 w� z F- �O p i� O F— J =w �Yrn Q CL U -)�=� O U p CL :2 —1 m U w p DESIGN w c� I-* • Z s O z • CA P• . Z CV a rt i W .z UOQ U J :v Q O: H �A=CD n z P ul Z -' C W 0 LL. O U' d W DESIGN 1 V v Ln Z Q c; 0:D UE, A 10 cn N z H �A=CD n z P ul Z -' C W 0 > O U' d W �owCQ� O U CQ w LL] _� LdLdL w V)F- _ N P� V a n DESIGN I-� O Ln Q c; UE, A 10 cn N z H �A=CD n z P ul Z -' C W 0 O O U' d D �owCQ� O U CQ Qf V)F- �o O0 w� z F- �O p O F— J =w �Yrn Q U -)�=� O U p CL :2 —1 m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -51 I-� O Q c; UE, A 10 cn N z H �A=CD n z P ul Z -' C W W O O U' d a" �owCQ� O U CQ DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -51 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 0 I PROJECTION "' -J I I� � WINDOW CASING N w O DINING R O Om In FOYER , r TILES „ _ 12-116 a r -T- N Y J -1 o Q amo TILE a � } ZLi 0_0 U SPECIFICATIONS 32" TILE w W X01 I DOOR FRAME WALL CONSTRUCTION (2x4) FINISH CEMENTITIOUSFINISHED O 9'-10 Ui U O O W O U COAT CEMENTITIOUS APPLICATION OVER I I - - 1 1 PROVIDE w J m J NAILING SCHEDULE) PROVIDE DRAFT STOPPING 5/8"TYPE 3 = zc� Z Z z Q W III LL _ - J 2'-4j" Q U Z _Z �' c w w W 0- LLJ w 0' Z _ GARAGED 0Lij N O U W O O Q LL Q L O O Q 3: r 100N I Z Q O o O o J Q wCr-F Z Q of O~ _ U _ CD O 0 F - C3 Z Z J W 3: w = D Of O C Z W W O Z AT/TJF O 2'-8" F- O D D B LABEL YES FOR 1 HR RATED WALLS SCALE 1 A W17 2050 SH FRAME SINGLE HUNG 24" 60" 241" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 274" 63j" 11.59 NO FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES U5 W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO MIN. STAIR WIDTH = S-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO (FBC-R612.2) W57 3050 SH FRAME SINGLE HUNG 36" 60 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36 72 18.00 YES MIN. STAIR HANDRAIL HEIGHT = 34" W91 4860 SH BLOCK SINGLE HUNG 48" 509" 481" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 48j" 16.00 NO MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC W97 4050 SH FRAME SINGLE HUNG 48 60 48j" 60j" 20.00 YES NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WA & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER KITCHEN CAB00 0 I PROJECTION "' -J I I� � WINDOW CASING N w O DINING R O Om In FOYER , r TILES „ _ 12-116 a r -T- N Y J -1 o Q amo TILE a � } U SPECIFICATIONS 32" TILE / X01 I DOOR FRAME WALL CONSTRUCTION (2x4) FINISH CEMENTITIOUSFINISHED O 9'-10 I I 1„ 13" N I STORAGE I -5" 16 TEX FINISHED TEXTURED COATING PER BUILDERS - 3,-1 » -1_ I '- .\ - - - I HWT J �`hl SLOPED 1 CEILING SPECIFICATION OVER 7/8" THICK PRIMED 3 �_)0>_4„ COAT CEMENTITIOUS APPLICATION OVER I I - - 1 1 PROVIDE w PROVIDE "X" 1 PAN NAILING SCHEDULE) PROVIDE DRAFT STOPPING 5/8"TYPE NDER ARRIER EVERY 1000 S.F. BRACING IN ACCORDANCE DRYWALL WT WALL D UNDER STAIRS ELECTRIC III LL _ - J 2'-4j" UNDERLAY UNDER RESILIENT AND WOOD PANEL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT �B EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH, 3 J Q _ GARAGED 0Lij N z O D Z Ln p 2OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH � 2 HOUR MASONRY PARTY WALL la r 100N I GROUND FLOOR PARTY WALL FROM TOP OF a a cn Z Q of O~ o c� U STRUCTURAL ENGINEERS SPECIFICATIONS w L� w CY O O 3: w = = H (n Z � LL w V) O Z AT/TJF O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS SCALE 1 A 2'-8" 8'-0" 1 R4 SHEATHING. SHAFT LINER ASSEMBLY PER UL O INTERIOR STUD PARTITIONS 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C S-0" 6'-8" 1 R4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE TEMP GLASS FRENCH 18 LT 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS O 2'-8" 6'-8" 1 OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION INTERIOR DOOR 8' CLG, TYP. 2'-8" 8'-0" 1 g 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 1.) STRINGERS SHALL BE 2x12 SPF#2 (P. T. INTERIOR DOOR 8' CLG. TYP. 1.) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 2'-6" 8'-0" 1 STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 8' CLG. TYP. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 2'-4" 8'-0" 1 �" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE INTERIOR DOOR 9 CLG. TYP. U5 2'-0" 6'-8" 1 MIN. TREAD = 10" = 44" ABOVE FLOOR INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 J" MIN. HEADROOM = C-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, INTERIOR DOOR 9' CLG. TYP. O 2'-2" 6'-8" 1 MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) INTERIOR DOOR 9' CLG. TYP. O 1'-6" 6'-8" 1 g AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 8' CLG. TYP. RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 8'-0" 1 �" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR INTERIOR DOOR 9' CLG. TYP. AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" 4r,4 I am 00 Il LINE OF SYNTHETIC STONE WAINSCOT 7 I 0 N d I N W98 HIGH FG. WINDOW W98 IIGH FG. WINDOW 5'-8" PATIO 10'-0"x 10'-0 CONCRETE 6080 PA 10 DOOR 0" 20'-11" A 3 AC W53 W53 GATHERING ROOM 42" HIGH KNEEWALL W/ PTD. PINE CAPPED 1 Alo )6 N 3 , 3jj„ 5'_g"3'_4" 7'_1" 2 -6 STOP 'SEE DRAWINGSLPA BY CABINET F. A. n PASS THRU F. A. OVER MFR FOR --"-I M 5/8" KITCHEN CAB00 0 I PROJECTION "' -J I I� � WINDOW CASING N 04 DW O DINING R O Om In FOYER , r TILES „ _ 12-116 a r -T- N Y J -1 o Q amo TILE a � } -I00 I I PWD SPECIFICATIONS 32" TILE / I 0 N d I N W98 HIGH FG. WINDOW W98 IIGH FG. WINDOW 5'-8" PATIO 10'-0"x 10'-0 CONCRETE 6080 PA 10 DOOR 0" 20'-11" A 3 AC W53 W53 GATHERING ROOM 42" HIGH KNEEWALL W/ PTD. PINE CAPPED 1 Alo )6 N 3 , 3jj„ 5'_g"3'_4" 7'_1" 2 -6 STOP 'SEE DRAWINGSLPA BY CABINET F. A. n PASS THRU F. A. OVER MFR FOR --"-I I 5/8" KITCHEN CAB00 w100 PROJECTION "' -J I I� � WINDOW CASING N 04 DW O DINING R O Om In FOYER , r TILES „ _ 12-116 a r -T- N Y J -1 o Q amo TILE I � } KITCHEN Is I �w� T�h 66"x30" L- J Q C) 0 ISLAND t° zo Q - W23 N J A Oov N r --I--, ``a 1' W92 7 UNITI ELEC METIR LOC. w 0 w 0 t� LINE I OF SYNTHETIC STIDNE WAINSCOT i _ 5 -6' 5 716 1 Z o- m � mew STOP 'SEE DRAWINGSLPA BY CABINET Of O Ln = Q f UP 17R 7 OVER MFR FOR --"-I I 5/8" KITCHEN CAB00 Z"l) 6 PROJECTION ELEVATIONS I I Of WINDOW CASING N I 1 Ln u� DINING R O Om In 1I I JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE TILE I 7 MI'RF20R REQUIREMENTS ARE TO BE TAKEN AS MINIMUM -I00 I I PWD SPECIFICATIONS 32" TILE X01 I DOOR FRAME WALL CONSTRUCTION (2x4) FINISH CEMENTITIOUSFINISHED O 9'-10 I I 1„ 13" N I STORAGE I -5" 16 TEX FINISHED TEXTURED COATING PER BUILDERS - 3,-1 » -1_ I '- .\ - - - I HWT J �`hl SLOPED 1 CEILING SPECIFICATION OVER 7/8" THICK PRIMED 3 �_)0>_4„ COAT CEMENTITIOUS APPLICATION OVER I I - - 1 1 PROVIDE MANUFACTURER. SEE STRUCTURAL ENGINEERS ( PROVIDE "X" 1 PAN NAILING SCHEDULE) PROVIDE DRAFT STOPPING 5/8"TYPE NDER ARRIER EVERY 1000 S.F. BRACING IN ACCORDANCE DRYWALL WT WALL WITH TPI/WTCA BCSI. (1/4') PANEL TYPE UNDER STAIRS ELECTRIC III LL _ - J 2'-4j" UNDERLAY UNDER RESILIENT AND WOOD PANEL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT �B EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH, 3 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE _ GARAGED RATING OF 1 HOUR WHERE LIMITING DISTANCE LINE OF FLOOR ABOVE li J Ln IS LESS THAN 3'-0" 2OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH � 2 HOUR MASONRY PARTY WALL la r 100N I GROUND FLOOR PARTY WALL FROM TOP OF I I I I I SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED 2'-6" 12,11111" WR 1, 111 IS 1/4" 16'-4" 20'-0" 16'0" 7'0" O.H. DOOR r� -2" 01011,11 ��) 1/4 2' 5" HALLWAY ART NICHE OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, PTD. WINDOW CASING MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND PTD. BASE BOARD CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'C' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO SECOND FLOOR AREA LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2168 SF i MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) FINISH CEMENTITIOUSFINISHED O 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED TEX FINISHED TEXTURED COATING PER BUILDERS zQ SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. SEE STRUCTURAL ENGINEERS ( GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH, 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Q W RATING OF 1 HOUR WHERE LIMITING DISTANCE F- U J Ln IS LESS THAN 3'-0" 2OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH � 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER Q ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ® 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD AT/TJF CHECKEDTJF REFLECTIVE INSULATION (R-4.1), 1/2" 1g 2HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL,R-VALUE JOB No. SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) SCALE RATED CONTINUOUS FROM TOP OF MASONRY DATE FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL O INTERIOR STUD PARTITIONS 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. U373 AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH g 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P. T. AT BASE) EQUALLY SPACED & ANCHORED 1.) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-R310) STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = C-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 7 HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WA & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. 11 PRECAST CONCRETE STEP OR WOOD STEP (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R507) ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. 2'- 6" COUNTERTOP KITCHEN CABINET o i N K I TC H E N SCALE 2:1 (~A PREP. ISLAND DIMENSION & AREA NOTES - FOR C. M. U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNI T. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN TITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 718" CEMEN TI TIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SOUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'C' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1027 SF TOTAL A/C AREA 1725 SF COVERED PORCH AREA 13 SF GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2168 SF �e7'la /acs �' W 0 W V) W 0 w `N1` add, -t O `ems ,••••....••J N4x � 0 s z • • N ,,. •�• . u �••FJ 0 ` 0Z • J i "` Ch %����'! o O N O QzO�CQ � to m ® OFA CC E Cn F-1 . J 0�oza o �zE� p��wH z W ~ E-4 Cq E- 0 0 w�0-4 � W e0 W Z N 1.1C U I W o � Z O ao =O zQ W0J W 0wl >-- Q W F- U J Ln � a 0 = Q 0 - 00- 12 CL � J F -- DESIGN DRAWN QUAD RA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 08/28/12 1.1C 6:12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) ' �Z_ 6:12 1/2" PROJ. PTD. POLYURETHANE BRACKET 27"j' 27 x32 NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) M I N N r� 3/4" RECESS SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS [�6"WIDE x18 1/2" HIGH x 18 1/2" U \'CJI PROJ. PTD. POLYURETHANE o 7,> BRACKET NO. BL2955 BY I SPECTIS OR EQUAL (TYP.) 6:12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) ' �Z_ 6:12 1/2" PROJ. PTD. POLYURETHANE BRACKET 27"j' 27 x32 NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) M I N N r� 3/4" RECESS SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS •: i 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) _ PRECAST STUCK -ON STONE VENEER SIDE ELEVATION "C" 1/4 99 = V-099 VARIES 3", 7" 3".4" SCALE 2:1 U 1 f�" � 7" WIDTH o 7,> EQ. EQ. DETAIL WITH FLAT HEADER I 0c) ou 4" N w a 3: w W :2-1 � W V = W I VARIES - Y 3". 7" 74 SCALE 2:1 � 1 Ln 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER •: i 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) _ PRECAST STUCK -ON STONE VENEER SIDE ELEVATION "C" 1/4 99 = V-099 VARIES 3", 7" 3".4" SCALE 2:1 U 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER Z co 2'-4" E'LEC METER SECTION AT METER NICHE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO E PLASTER FRIEZE TRIM — W/ SMOOTH FINISH (TYP) 14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO, BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE — DETAIL) PRECAST STUCK -ON STONE VENEER 6:12 RIDGE LINE WHEN PAIRED W/ TH02 6:12 �i = ME 0- mEm IN B Fn U I W Q Z 0c) ou za Ld 3: w W :2-1 � W 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE TOP OF WINDOW 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP__ OF WINDOW SMOOTH FINISHED WINDOW AND - DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) FRONT ELEVATION 1/4 99 /4" = 19-099 6:12 6:12 FIN. GROUND FLOOR FIN. GRADE co TOP OF PLATE TOP OF _WINDOW 0 0 7/8" STUCCO " NOM. STUCCO STER FINISH PLASTER FINISH (2nd FI. TYP.) x l o 00 6" WIDE SCORED r :CTRIC METER L WINDOW SURROUND HE L W/ SMOOTH STUCCO PLASTER FIN.(TMCOND FLOOR 11CK CMV PROVIDE CONTROL JOINT TOP OF WINDOW �. CONDUIT TO 37"x72" 37"x72" 72"x96 72"x96" THROUGH CMU PATIE PATIO OW CORE6" WIDE SCORED DOOR DOOR DOOR SURROUND W/ SMOOTH o STUCCO PLASTER o (TYP) 00 FIN. GROUND FLOOR FIN. GRADE Go REAR ELEVATION "C" 1/4" = 1'-V w .Q O H- CL ry U U) W C) w (3)a p 04 ��° •' ' Q Z 'LLV O r" i..i: U W O Z . v O• = a ���'`'�I111l111eee� 0 � Qz� � I vi Q� 00 1E�.7 . =zap` 0 � zH0 " w � 0: ccr�� a J 4- E-4 F-��WN� w Z I _ '®I N W D 1 02C SHT 0F B Fn U I W Q Z 0c) ou za Ld 3: w W :2-1 � W 0 = W I Y o Q W � 1 Ln Q O CL :5_ J I— DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED .. DATE 07/16/12 1 02C SHT 0F rt i co 0 I 00 Flr 42" HIGH KNEEWALL W/ PAINTED WOOD CAP SLOPE CEILING TO PROVIDE HEADROOM AT STAIRS. HOLD TRUSS BACK 14" FROM STAIR OPENING 16 I KEAUS CN IU EAUH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS 0 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS ® 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL F SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS !B�,ST�,IR SECTION19 19-V1/4 TOP OF PLATE F LP VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR r. � VENT THROUGH ROOF, ANGLE VENT OVER SO AS r`- 2,-i' NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" ;> 2' 3 VTR OF PARTYWALL � � ' r 2'..i CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. LTJ "P LUM I R ISEER DIA RAM XT rn c QO'j�9 = 19-019 UILDING SECTION 31 LTJ f- 0 z O_ n U U") Ld C) Li `��illlllllll�� '� �t O u. ° W ° • r� 0. . U � off': N kms:* J a Ole 1 :V �o W � Wz Q�zw� II�� Lo � E- Z A CO z O� 0-4 cn NHz^ i= U U) �= LJ zE pwH z Vd L) 00 o� w a z I— w C\2 O c..) LLJ w Z Z (l D U (A w Li o 00 ou zQ cn w w O = w I u Nel F-- maw p U F— Q DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 1 03C SHT OF 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINUM' DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THIN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDI G AND BONDING UDERGROUND ELEC. RISER FIRST ULOODI'l. ELECTRICAL 1/4" = 1'-C SECOND C� 3" MAX. BETWEEN TRIM AND SWITCH C /L+— ag TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET 13 PROVIDE ATTIC IGHT W/ SWITCH ELECTRICAL KEY NOTES OAIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ODISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT V-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTRICAL GENERAL ELECTRICAL NinTFIz-,- 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: OIJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL. BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DEIECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING; UP; WIRED TO COMPLY WITH NEPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. Al I_ 125V, 15 & 20 AMP RECEPTACLES SHAI_I. BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC -- FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COMBO EXAUST FAN w SMOKE DETECIOR- WALL MOUNTED LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE 4 -WAY SWITCH RECESSED CAN LIGHT FIXTURE DIMMER SWITCH ° RECESSED VAPORQ PROOF FIXTURE 0 110 V OUTLET Q FLOODLIGHT \ SWITCHED OUTLET =0-- GFI OUTLET FLOURESCENT LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRFCT WIRF FIXTURE BRACE U & PRE WIRE FOR TV JACK FUTURE FAN Ci J T- PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SPS CODE SIZED J BOX WITH BLANK COVER w 0 z 0 F- CL U U) W U w J LLJLLJI W —+ = W 0- (n U � I LLJ 7- 00 zQ V) 3: W w :20 W 0wl � U maw Ln 0 F- = 77 0:� `S0o- 0- J DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE A!ASNOMD DATE 07/16/12 11.4E SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 373 SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND I RANGE HOOD VENT (FBC-M1503) w U 15 i� JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE MEER EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM Li z O CW i- o uj `` cn I N_ (!') -24WIDE 0O p W0 NAILING SCHEDULE) PROVIDE DRAFT STOPPING 0ui W SILL EVERY 1000 S.F. BRACING IN ACCORDANCE p J m J HOUSE WRAP, 7/16" OSB EXTERIOR 0 Z § = z Z Z Q W } Q Z V) W W Q W O Q Z IS LESS THAN 3'-0" F -1 o< LL Z Q � O C9 Y U D w J O p ] CD ocnZ n V)ofw CZi (n O z Q I- O z > z > OO o' w 1 1 w :2 FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 16 W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 27j" 50j" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 5214" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 1 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 508" 37j" 50j" 13.01 NO IN EVERY SLEEPING ROOM W52 25 SH BLOCK `aINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG TYP, W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 4.) STAIR DIMENSIONS SHALL BE AS W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES MIN. WINDER TREAD MEASURED= 10" W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES SURFACE OF THE EXTERIOR WALL FINISH OR WATER W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 509" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63 48j" 63" 21.00 YES MIN. EXTERIOR GUARD HEIGHT = 36" W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO 5.) W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WAIL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE "X" 5/8' TYPE DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER TILE STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 373 SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND I RANGE HOOD VENT (FBC-M1503) w U 15 i� JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE MEER EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM NI CW APPLINCE SHALL COMPLY WITH UL923 - O 16 O � I w -24WIDE MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER SHUTTERS NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT W SILL EVERY 1000 S.F. BRACING IN ACCORDANCE p ELOW WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR I SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 0 m BUILDING FACE V) zo w N O RATING OF 1 HOUR WHERE LIMITING DISTANCE Q IS LESS THAN 3'-0" w F -1 Q U Z Q � O T_= ~ C9 Y U D w _` w H D O O p o w = V)ofw RATING, PARTY WALL TO HAVE 1 1/2" P.T. (n O z STRAPPING 0 24" O.C. O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS SECOND FLOOR PARTY WALL TO BE 2 HR 1A 2'-8" 8'-0" 1 R4 FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL 16 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C 3'-0" 6'-8" 1 R4 ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. ADD TRANSOM / ELEVATION MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. 1D 3'-0" 8'-0" 1 R4 PRE-ENGINEERED ROOF TRUSSES BY TRUSS TEMP GLASS FRENCH 18 LT MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS ROOF VENTILATION 0 2'-8" 6'-8" 1 Q HALF OF REQUIRED VENTILATION AT EAVE AND HALF INTERIOR DOOR 8' CLG. TYP. WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE 2'-8" 8'-0" 1 1/2" INTERIOR DRYWALL FINISH ON CEILINGO INTERIOR DOOR 9' CLG. TYP. ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O 2'-6" 6'-8" 1 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 INTERIOR DOOR 8' CLG. TYP. GENERAL NOTES: 3� 2'-6" 8'-0" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED INTERIOR DOOR 9' CLG. TYP. (FBC-R310) ® 2'-4" 6'-8" 1 IN EVERY SLEEPING ROOM o INTERIOR DOOR 8' CLG. TYP. MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # F- 00 8'-0" 1 F- MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG TYP, WINDOW = 5.7 Sq. Ft. 50 2'-0" 6'-8" 1 _ LLI, N OPENING = 24" INTERIOR DOOR 8' CLG. TYP. MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS 2'-0" 8'-0" 1 MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" INTERIOR DOOR 9' CLG. TYP. = 44" ABOVE FLOOR © 2'-2" 6'-8" 1 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" INTERIOR DOOR 8' CLG. TYP. FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, © 2'-2" 8'-0" 1 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" INTERIOR DOOR 9' CLG. TYP. FINISHED FLOOR FOR WINDOWS O7 1'-6" 6'-8" 1 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" INTERIOR DOOR 8' CLG. TYP. (FBC-R612.2) 12" FROM INSIDE EDGE 1'-6" 8'-0" 1 ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT INTERIOR DOOR 9' CLG. TYP. SURFACE OF THE EXTERIOR WALL FINISH OR WATER DRAWN AT/TJF CHECKED TJF RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH DWG.No. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR JOB No. 905/117 20'-0" 6'-9" 8'-4" 4'-11" 0 PATIO C' 10'-0"x 10'-0" CONCRETE % A U OA ,jr � T W53 W 6080 PATIO DOOR TC f ,> SEE DRAWINGS 3�" 5'-94" Oo3 BY CABINET MFR FOR - + KITCHEN CAB 54' x30 PREP. DINING ELEVATIONS X00 _ ISLAND ,I CARPET jN N L I s� KITCHEN o ' TILE - T C I I � h I _ 1 DW SD6 PNTR I L L_ _j 1 sa6 RAISED SNACK BAR ---- -_ ----- -._ SIN N Y J 3 ------ - ---�1, 9 Jo ,> 0 _ I W �w� NY Z Qm� GATHERING ROOM Q SIN w CARPET U J OO p v _O Q C-) � o Q J o o D 12" DROPPED m Z � O U J COFFERED CEILING TO L p o D ) COVER DROPPED STEP 40" HIGH Of o V)LL � r KNEEWALL = a p � m PROVIDE W/ PTD. PINE O o- w AUNDER 5 8"TYPE „X„CAPODcn��--Ln DRYWALL0 z: a - - - STAIRS �B ST4RAbE 1 6�-0 ,. 3._g-0 " 3 _g ~ 16 f LO 00 38'-3jj Wl 6 UP FOYER HEAWR60MI 1 17R TILE SIN --- ---� PROVIDE 45 `n 51" MINUTE FIRE RATED r BU,LKDHEOAD 2 -1., DOOR w/ RATED P W 1 C B I JAMB, SILL AND "j 1B �' CLOSER TILE ;n IR OR STOP & b 1 E -- DROP I r-100 I O N 3 It 5-1"-- 4 J J <wQ U z � J � of IN 0 = N J -t C) 0 LL_ Q J o- of V)O Q • 20'-0" 8'-4" CENTERED OVER PATIO DOOR BELOW W57 W57 12'-94" 4ASTER SUI 11E CARPET I l 9' HIGH COFFER/ CEILING �I I I I I I I I I I I I I �I I I I �� I 4' 54" 2y'9„ 3'-1" 0 4'-11" 3 TEMP GLASS W25 6'-0 ' ''~ 54" TEMP LO GLAS o ENCL. 21 x I / 0 VASTER!-- -- BATH 71 TILE \ MIRROR \`� 7� Gj G N LIN O C'4 1 EAH 14 -2668 CHAS a6 BF W. rnN O 2668 � N D R Y CARPET BF TILE C T PROVIDE OPT. BASE P UNDER � / x CABINET WASHER to 13 I X I m x 1 -0 I I LW_ JI x 0° DN R _LT _ i Z w '= l --- N 40" IGH KNEE OPT. ERS �� L - _j 1 J o WALL. W/ PTD. PINE CAP r I 0 1 I Co 1D4R I L O TW H) N OO _ PROVIDE 1 LAYER 5/8" PROVIDE ( )0,- 1 TYPE "X" EXTERIOR PAN (-)0' 4" SHEATHING ON PORCH UNDER CEILING THIS UNIT 3 5H 6T11" 2'-5" 6'-6>, 2>_6,> 20„ ii bb ELECTRIC PANEL LOC. SEE SHT E1.1 �A \ GARAGES r - ----- I I I I I I I I I 16'0"x7'0" O.H. GARAGE DOOR 16'-0" LINE OF SYNTHETIC STONE WAINSCOT \ + / 0" FIRST FLOOR PLAN. 1/4 99 = 19-C 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 91, ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 920 SF tx911 ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, COVERED PORCH AREA TILE STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 373 SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND I RANGE HOOD VENT (FBC-M1503) )ELEC 15 i� JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE MEER EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM NI CW APPLINCE SHALL COMPLY WITH UL923 - O 16 O � I _ -24WIDE MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER SHUTTERS NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT W SILL EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED ELOW WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR I SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 0 0" FIRST FLOOR PLAN. 1/4 99 = 19-C NJ N BEDROOM 3 I CARPET 2-2668 BI -FOLD I I cD 54„ 3,_4 2, 1 - I EGRESS 8' CEILING [L L= 9' CEILING E7 w w Q m m 2'-22" 2'-11134" BEDROOM 2. � - 3 CARPET Q m 9' CEILING o 1 , 54, 12'-14" 4" EGRESS EGRESS 36"X62" 36' X62" 1 ARCH TOP ARCH TOP 3'-5>, 5'-8" 3'_911 12'-104" 5,_1„ SECOND FLOOR 1/4 = 11-099 2'-102" 2'_0" 4 I I I I � I Co I 4" 2'-04" -O I N . MIS 0 BHALLWAY STOP & DROP M c�0 O I N rn TYPICAL FOR ALL SHELVES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 91, ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 920 SF 3 BATH ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, COVERED PORCH AREA TILE STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 373 SF NJ N BEDROOM 3 I CARPET 2-2668 BI -FOLD I I cD 54„ 3,_4 2, 1 - I EGRESS 8' CEILING [L L= 9' CEILING E7 w w Q m m 2'-22" 2'-11134" BEDROOM 2. � - 3 CARPET Q m 9' CEILING o 1 , 54, 12'-14" 4" EGRESS EGRESS 36"X62" 36' X62" 1 ARCH TOP ARCH TOP 3'-5>, 5'-8" 3'_911 12'-104" 5,_1„ SECOND FLOOR 1/4 = 11-099 2'-102" 2'_0" 4 I I I I � I Co I 4" 2'-04" -O I N . MIS 0 BHALLWAY STOP & DROP M c�0 O I N rn TYPICAL FOR ALL SHELVES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 920 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, COVERED PORCH AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 373 SF TOTAL AREA UNDER ROOF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATTEXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL, 1x2 PRESSURE TREATED RATING, PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 20 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. I PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O PROVIDE MIN. R-11 BATT INSULATION IN �t O PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND 0 ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE 00 04 ; C'7 w Ir � VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT Q HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILINGO ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R311.7.3 Q � MN Z 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM o Ld MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # F- 00 WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED F- MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED Ld LTJ Z MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. _ LLI, N OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4 - /4"MAX. = Q MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER DRAWN AT/TJF CHECKED TJF RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH DWG.No. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR JOB No. 905/117 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. O7 MIN, STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL OWALLS WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WAIL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE "X" 5/8' TYPE DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM O11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5 - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-200.3) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF L,J Q 0 O CL Cn I w �t O ®e++e�Se•e• ee• ��j� �W /o 0 •e• ,p CVZ ILLI ® 00 04 ; C'7 w Ir � U J i 0Qi ®� Q O O� wz��� QInzF�' dHz�a ao Q � MN Z cD H .-. Aria/] dam' Zi�mWW O fs,�Z O o Ld p" F- 00 E 'o9�a W�� F- O � Ld LTJ Z _ LLI, N m V) Lu I = Q ~ �Z w > :2O J OWLi >- Q U J M ) J-- = = H 1 Q O cl- n J F_ DESIGN QUA DRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 08/28/12 221 B SHT OF 2'-0" - N _j o � I SIN I Li I' 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 6:12 7/8" STUCCO PLASTER FINISH — (2nd FI. TYP.) 6„ WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT ® PARTY �— WALL PROVIDE CONTROL JOINT 37"x72 37"x72” 7cVx W PkA�Q 0008 1 /2" STUCCn GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) IRE ELEVATION 1/4" = 1'-0" E LE C METER SECTION AT METER NICHE �<\ 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 0) I 0 0 00 0 rt n TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR m FIN. GRADE 0 i� 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE TOP OF PLATE TOP OF WINDOW SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK METAL RAILING TOP OF RAIL MAY BE NO HIGHER THAN WINDOW SILL FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE 36" HIGH BLACK METAL RAILING PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK -ON STONE VENEER GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ, FT. FRONT ELE'VATION ID 1/499 12 ;. 6:12 5:12 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) 6.12 6:12 M VARIES O (� QCf�zEcn� 3". 7" k �T-T- m' SCALE 2:1 Z cc 10" WIDTH 7" WIDTH � Z E- SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-0" - N _j o � I SIN I Li I' 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 6:12 7/8" STUCCO PLASTER FINISH — (2nd FI. TYP.) 6„ WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT ® PARTY �— WALL PROVIDE CONTROL JOINT 37"x72 37"x72” 7cVx W PkA�Q 0008 1 /2" STUCCn GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) IRE ELEVATION 1/4" = 1'-0" E LE C METER SECTION AT METER NICHE �<\ 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 0) I 0 0 00 0 rt n TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR m FIN. GRADE 0 i� 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE TOP OF PLATE TOP OF WINDOW SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK METAL RAILING TOP OF RAIL MAY BE NO HIGHER THAN WINDOW SILL FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE 36" HIGH BLACK METAL RAILING PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK -ON STONE VENEER GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ, FT. FRONT ELE'VATION ID 1/499 12 ;. 6:12 5:12 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) 6.12 6:12 ENTRY GARAGE ELEV 1/4 1 0 99 6'•1 2 r / I I I 20"x 28" FIXED WINDOW 1"x6" RAISED STUCCO LASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 36"x8'-0" FIRE RATED SOLID FRONT DOOR CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT JOINT W Q 0 Z O_ I— CL U W 0 w �t M O O (� QCf�zEcn� z m' Z cc E -I H a�a� zx Z W � Z E- F__ cr) O�o0o W W Z 0 7- V, V, 2p W n 1 n F1 ~ .. � � W O J O W = O 0 < 0 I— U J M 77= OF - _ECTRIC METE. a 0 CL NICHE - ENTRY GARAGE ELEV 1/4 1 0 99 6'•1 2 r / I I I 20"x 28" FIXED WINDOW 1"x6" RAISED STUCCO LASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 36"x8'-0" FIRE RATED SOLID FRONT DOOR CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT JOINT W Q 0 Z O_ I— CL U W 0 w �t 2.26 M O O (� QCf�zEcn� z W Z cc E -I H a�a� zx Z W � Z E- F__ w O�o0o W W Z W 7- V, V, 2p W 2.26 O wz��� m QCf�zEcn� W Z cc E -I H a�a� zx Z .-. � Z E- Z -< w O�o0o zo z0 C\2 2p O U � ~ 2.26 m W 2p ~ Z � � W O J O W = W 0 < I— U J M 77= OF - a 0 CL DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 2.26 I 0 0 I Do 0 0 Z -15 TOP OF PLATE TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR SLAB FIN. GRADE U/S OF FOOTING ELEVATION 'B' BL?ILDING 91 -,1 1 fA99 *ECTION AT PORCH �`•, BUILDING SECTION 12 TREADS © 10" EACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS --) ('13 STAIR !f ! ff 1/4 = 1 -0 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR i i i SECTION VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR VENT THROUGH ROOF, 3LE VENT OVER SO AS 9T TO PENETRATE FRT 'LYWOOD WITHIN 4'-0" OF PARTYWALL 0 I co Lei LA` TUB /SH Wf 12" CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING i 00 ro O NOTE: AIR ADMITTANCE VALVES (A.A,V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. m O PLUMI-l'I'lNuo" RISER DIAGRAM N.T.S. W Q O z O n ry U u. W 0 Ld _ Z Z DWG.No. JOB No. 905/117 SCALE AS NOTED T DATE m O W �InNW� E-4Cn0-4Hz-� O z U z04 u� o n Li zE V D C) W E-4 Z W .< > 0124 0 LLJ Z W � J Ld _ Z Z CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED T DATE m W O z o0 = O Z ~ 3: > W 0 LLJ � J O w Y I � >- < U J M Q = 0 � = Q O DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED T DATE 07/20/12 _ SHT OF 2.36 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 2/0 ALUMINUM -'DI SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM P �- METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING RISER MICROWAVE, ABOVE 0 PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER O J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN UNIT 11 1 31 KITCHEN 16 �1 R_ / 0 + ITCIEN L S1 ' ti I 7A�_ I PNTR -LLft [- - -------.----- F------- – – – – – – – �-- __ ----- -7 1 GATHERINI01 ROOM I I I �/ \J 1 I ❑vT I \ I 11 I I I I J- --- --------- ----------1 \ M STO tAbE I I I I I HER UP \ 7R - 1—Aki/i0 / T FOYER GARAGE OUTLET FOR GARAGE DOOR 15 OPENER i I I I I I I I — FIELD LOCATE ELECTRIC PANEL PORCH ELECTRIC METER IN NIC E T- I /-- 0 "ilitm\l, NORCO 1/4" = 1'-0" I \ / / I V ASTER SUITiE i/ MASTER - --5r 2., BATH r 0 PNT3R � 10 / co �UNDRY � I X LT DK 8D - I - - - i - TI L J I �I II I 17 I I II I jl I II I 13 II PROVIDE A �jljIC IGHT W/ SWI FH W.I.C. 14 </ �J BEDROOM 3 I ��-- A \ BEDROOM 2 T �14 L w 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ODISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER IBM! m limil all NINE 1/4" = 1'-0" GENERAL ELECTRICAL N I /1TrC- 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGFNo.dwy EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF, OR WA[. _ AS NOTED ON PLANS WAL I MOUNTED 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WI fHIN 10' OF A/C CONDENSER). O w NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUI'LETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX I'OR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co W � SMOKE DETECTOR COMBO 12 EXAUST FAN w 0 SMOKE DETECTOR - WAL I MOUNTED ~ z LIGHT FIXTURE w�� SWITCII O W 1 ~ J O w CEILING MOUNTED F LliW 3—WAY SWITCH 3 LIGHT FIXTURE Q 4—WAY SWITCH" F– RECESSED CAN _ _ LIGH1 FIXTURE DIMMER SWITCH ° RECESSED VAPOR 0- J F -- DESIGN PROOF FIXTURE OL 110 V OUTLET CHECKED TJF DWG. No. Q SCALE AS NOTED DATE 07/16/12 - - FLOODLIGHT 1� Q SWITCHED OUTLET CFI OUTLET FI.OURESCENT �{ vF� LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT- WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK ro FUTURE FAN Ci J TEL PHONE JACK FLEC. SERVICE PANEL SPEAKER PREWIRF SPS CODE SIZED J BOX WITH BLANK COVER m J N W � 12 w 0 = O ~ z W w�� z O W 1 ~ J O w F LliW O_ (n Q F– _ _ c Q O 0- 0- J F -- DESIGN DRAWN OL AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 - - llf W C) m J N W � 12 O Z = O ~ z W w�� z O W 1 ~ J O w F LliW (n Q m N W � 12 O Z = O ~ z w�� O 1 ~ J O w = W Q F– _ _ c Q O 0- 0- J F -- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 - - 2.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. N 5" -5" BS 7$ 15 RANGE HOOD VENTETO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM w SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING ao PROVIDE FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH ELECTRIC FINISHEDISHED TEXTURED COATING PER BUILDERS Z O U_ PANEL COAT CEMENTITIOUS APPLICATION OVER 0 w = w V) EVERY 1000 S.F. BRACING IN ACCORDANCE J N N SHT E1.1 O 0 U w U O CT Lij Of w w m W O 0 z 2 HOUR MASONRY PARTY WALL = z w Z z w 0 w PER UL ASSEMBLY U905, FBC TABLE 720.1(2) J Q 0 N EQUIVALENT THICKNESS. CONTRACTOR TO w � w g o w Q -j w BLOCK. FI -FOIL AA -2 VAPOR SHIELD O REFLECTIVE INSULATION (R-4.1), 1/2" 0 U wo O Q Q LL a � 1= o FIRE WALL BELOW, TO UNDERSIDE OF ROOF F Z Q 0 O 0 J wF- Q � O _ C7 = C7 3: O V) F- 0 J U)Z w 0 O �0 > > = 0 x w V) O Z UNCONDITIONED SPACES APPROVED HOUSE O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 08/28/12 1 1 A W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 50j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 262" 50j" 27j" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO = 44" ABOVE FLOOR W23 1H6 SH BLOCK SINGLE HUNG 262" 72" 274" 72" 13.25 NO MIN. CLEAR STAIR WIDTH = 31 1/2" W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 444" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 604" 11.67 NO A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES O W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 E� 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO ARE MEASURED FROM FACE OF W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES OR SIDING) W58 E� 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 508" 16.88 NO IN AMERICAN NATIONAL STANDARDS W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48 48" 16.00 NO 1 W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 48j" 64j" 21.0 YES o TRIM BIDS OVER ALL PTD DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 2, N 5" -5" BS 7$ 15 RANGE HOOD VENTETO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM w SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING ao PROVIDE FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH ELECTRIC FINISHEDISHED TEXTURED COATING PER BUILDERS PAN U_ PANEL COAT CEMENTITIOUS APPLICATION OVER UNDER GALV. METAL LATH w/ WATER RESISTANT LOC. SEE BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HWT WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHT E1.1 UNDERLAY UNDER RESILIENT AND WOODFLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17EXPOSED EXTERIOR WALLS TO HAVE A FIRE RESISTANCE w RATING OF 1 HOUR WHERE LIMITING DISTANCE W IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF O SPECIFICATIONS OVER 1/2' THICK PRIMED 3 0 COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905, FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT 0 RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO -j w BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" z O Lij Z_ 0 O _ (R-8.61) 1= QO J FIRE WALL BELOW, TO UNDERSIDE OF ROOF F z a < U m :2 Q � O _ o = 0 Y U J 0 w J U)Z w 0 O O 0 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM w = = PROVIDE MIN. R-11 BATT INSULATION IN x w V) O Z UNCONDITIONED SPACES APPROVED HOUSE O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 08/28/12 1 1 A 2'-8" 8'-0" 1 R4 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS IN EVERY SLEEPING ROOM 1 C 3'-0" 6'-8" 1 R4 WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. ADD TRANSOM / ELEVATION 4.) STAIR DIMENSIONS SHALL BE AS 1D 3'-0" 8'-0" 1 R4 MAX. NOSING = 1 1/4" = 44" ABOVE FLOOR TEMP GLASS FRENCH 18 LT 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) 1 E S-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS MIN. CLEAR STAIR WIDTH = 31 1/2" O 2'-8" 6'-8" 1 (FBC-R612.2) INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE INTERIOR DOOR 8' CLG. TYP. SURFACE OF THE EXTERIOR WALL FINISH OR WATER ® 2'-8" 8'-0" 1 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBC 2010 R311.7.7 INTERIOR DOOR 9' CLG. TYP. MIN. STAIR HANDRAIL HEIGHT = 34" O 2'-6" 6'-8" 1 COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" INTERIOR DOOR 8' CLG. TYP. 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. 2'-6" 8'-0" 1 TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE INTERIOR DOOR 9' CLG. TYP. TO WALL OR NEWEL POST PER FBC ® 2'-4" 6'-8" 1 SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL INTERIOR DOOR 8' CLG. TYP. FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) ® 2'-4" 8'-0" 1 INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 5/8" TYPE "X" DRYWALL ON CEILING OF INTERIOR DOOR 8' CLG. TYP. DRYWALL ON WALL BETWEEN LIVING SPACE 2'-0" 8'-0" 1 FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL INTERIOR DOOR 9' CLG. TYP. JOINTS IN ORDER TO BE GAS AND FUME © 2'-2" 6'-8" 1 ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES INTERIOR DOOR 8' CLG. TYP. INSIDE STRAPPING W/ DRYWALL AND © 2'-2" 8'-0" 1 AND WEATHERSTRIPPING. INTERIOR DOOR 9' CLG. TYP. PRECAST CONCRETE STEP OR WOOD STEP O7 1'-6" 6'-8" 1 FACE OF EX TER/OR SHEA THING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH INTERIOR DOOR 8' CLG. TYP. OR SIDING) DRYER EXHAUST VENTED TO EXTERIOR MIN. 1'-6" 8'-0" 1 ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = INTERIOR DOOR 9' CLG. TYP. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CAL COLA TIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER 9 CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. 20'-40" 5'-1" 10' 3" 4'-8" PATIO 3 3 10'-0"x 10'-0" CONCRETE 2 (-)0'--4" CO A 6080 PATIO DOOR I I r� it-- I 0 II DW �____ KITCHEN DINING ROOM TILE,' CARPET " -- S LO 10'-8'ft 1 C T 8,_64„ I I sod -R 1i 1 ,D6, T[ - N WALK-IN PANTRY PROVIDE FI GATHERIN ROOM 5 14 5/$"TYPE "x" N CARPET I 5 NDER DRYWALL TAA4 O __ J u Q HEADVOM OM I Q m a „ O J_j U ---- M 11> N� J 1 0 J3-9�-_.. J Q �xO in LLJ �m>_ Q v I w � Cr C) rnloo of af O J O Q U O 0�� I CL 0) LLL } � O J Q J z 6'-6" 2,_42,. 52.. 7 0 0 LL } Co Q 3 /0 �� -- - 00 v) - w 0 0 WD . �A TILE ` ILI "01 2 ILEI I FOYER MIRROR A TILE 1t 9j, =--) d a 1 I --- / T H 0 PWD N� OO O I N N LINE OF SYNTHETIC STONE WAINSCOT OG RAGE O N LNE OR ND. RLR. ABOVE 8'0"x7'0" O.H. 4ARAGE DOOR 5'-4j„ �4„ ORCH 1 0 I N ELECTRIC _1 METER Y w_f_-LjC--- A LINE OF SY THETIC z zo S ONE W INSCOT 2'-0" �• 8'-0" 2'-0" 1/4" = 1'-O" I O N SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 0 i 51 rn I N 5j" I N -KN 1 10 -- - 20'-0"- -- 5'-1" 10'-3" 4''-8_ CENTER OVER DOOR ELOW W97 EGRESS BEDROOM CARPET CENT R OVER WINDO BELOW W97 EGRESS BEDROOM 3 CARPET 9'-91" 4 2-2068 BI -FOLD 0 3 40" HIGH LEDGE - - - - - 00 W/ PTD. PINE CAP N � 1 •. 71 3'-9" 1'-7 4,-22 5'-04„ 3 T C 42" BATH LE J 0 11 W.1.C. = II 13 SII 7 3/ 2 2068 r - BI -FOLD -- - 1,48" 1 3'-4" 2068 14 Bl -FI LIN AHU N 2668 B FO -K14 LAUNDRY BOX 'n C T & DRYER BOX M O2 PAN UNDER WASHER D II W I LAUNDRY I 1 TILE rf --� - -J mII 0 3'-9" O 5'-5"1 II L . _`IINC T MASTER I 1 00 BTAILE -- 6 - - - 8'-0" FLAT ( ) CEILING �AkRROR 23 -- I._ I W25 I 6"7" 3'-9" -- 4•_0•, 6" TEMPERED ASS MASTEf SUITE I 10 �KN I a � I I J � 0 I> I I I EGRESS I � W97 R 0 01 BELOW „ I\ e J Q z Q 3: J �Q ~ .� din 1 Ow J O< J 00 w w = cin (n N Q TEMPERED GLASS SHOWER ENCL. z O 00 5'-112" 5'-112" 12'-10" 2'-102" -------- - - - - - - 5-82" SECOND FLOOR PLAN 3'-8„ O i N (KITCHEN 0)FLI SH 44" BREAKFAST BAR SECTION M M N z �r-4 N I 10 CONSTRUCTION NOTES (Unless Otherwise Notedl VENT UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP I 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & O ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 2'-4" 3-1 2, N 5" -5" BS 7$ 15 RANGE HOOD VENTETO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING ao PROVIDE FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH ELECTRIC FINISHEDISHED TEXTURED COATING PER BUILDERS PAN SPECIFICATION OVER 7/8" THICK PRIMED 3 PANEL COAT CEMENTITIOUS APPLICATION OVER UNDER GALV. METAL LATH w/ WATER RESISTANT LOC. SEE BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HWT WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHT E1.1 O I N N LINE OF SYNTHETIC STONE WAINSCOT OG RAGE O N LNE OR ND. RLR. ABOVE 8'0"x7'0" O.H. 4ARAGE DOOR 5'-4j„ �4„ ORCH 1 0 I N ELECTRIC _1 METER Y w_f_-LjC--- A LINE OF SY THETIC z zo S ONE W INSCOT 2'-0" �• 8'-0" 2'-0" 1/4" = 1'-O" I O N SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 0 i 51 rn I N 5j" I N -KN 1 10 -- - 20'-0"- -- 5'-1" 10'-3" 4''-8_ CENTER OVER DOOR ELOW W97 EGRESS BEDROOM CARPET CENT R OVER WINDO BELOW W97 EGRESS BEDROOM 3 CARPET 9'-91" 4 2-2068 BI -FOLD 0 3 40" HIGH LEDGE - - - - - 00 W/ PTD. PINE CAP N � 1 •. 71 3'-9" 1'-7 4,-22 5'-04„ 3 T C 42" BATH LE J 0 11 W.1.C. = II 13 SII 7 3/ 2 2068 r - BI -FOLD -- - 1,48" 1 3'-4" 2068 14 Bl -FI LIN AHU N 2668 B FO -K14 LAUNDRY BOX 'n C T & DRYER BOX M O2 PAN UNDER WASHER D II W I LAUNDRY I 1 TILE rf --� - -J mII 0 3'-9" O 5'-5"1 II L . _`IINC T MASTER I 1 00 BTAILE -- 6 - - - 8'-0" FLAT ( ) CEILING �AkRROR 23 -- I._ I W25 I 6"7" 3'-9" -- 4•_0•, 6" TEMPERED ASS MASTEf SUITE I 10 �KN I a � I I J � 0 I> I I I EGRESS I � W97 R 0 01 BELOW „ I\ e J Q z Q 3: J �Q ~ .� din 1 Ow J O< J 00 w w = cin (n N Q TEMPERED GLASS SHOWER ENCL. z O 00 5'-112" 5'-112" 12'-10" 2'-102" -------- - - - - - - 5-82" SECOND FLOOR PLAN 3'-8„ O i N (KITCHEN 0)FLI SH 44" BREAKFAST BAR SECTION M M N z �r-4 N I 10 CONSTRUCTION NOTES (Unless Otherwise Notedl ELEV. 'B' UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & O ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 45 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT(FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTETO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING ao APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB ON PRE-ENGINEERED FINISHEDISHED TEXTURED COATING PER BUILDERS -FLOOR SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS ®16" O.C. TO UNDERLAY UNDER RESILIENT AND WOODFLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17EXPOSED EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE W IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF O SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905, FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. U373 AND INSTALLED PER MANUFACTURERS SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. m :2 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS AT/TJF MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM TO EXTERIOR 4 EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF _ WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 08/28/12 1 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED 1.) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" MIN. TREAD = 10" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1 1/4" = 44" ABOVE FLOOR MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE (FBC-R612.2) INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. O SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EX TER/OR SHEA THING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) 12 OR SIDING) DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTER/OR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CAL COLA TIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER 9 CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID IN AMERICAN NATIONAL STANDARDS INSULATION BACKING. INSTITUTE INC. (ANSI 2`765-2003) 2'_8„ 102„1,"I -112 9„II _yam Ik TYPICAL FOR ALL SHELVLS & LEDGES 5/8" PTD. PINE SHELF .I SUPPORTED ON 5/8"x2"'It PTD. PINE CLEATS & 1 5/8"x2" FRONT VALENCE 79-1 PROVIDE 1/4"x1" PTD. I DOOR STOP PERIMETER o TRIM BIDS OVER ALL PTD • I O PINE SHELVES 48" RECEPTACLE FOR - CELL PHONE RECHARGER r COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. _, FOYER STOP & DROP AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF Ld L.LJ 12 O m O ao = Z In > O LLJ 12 O w W Y 0 C 1 v__ U) Q=o 0 rz Q 0 m :2 J (- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. W '. a O ,�`��1111111ir�r�/ N � �• LLl' Q O �+ •w d'1.4 • Ilk 7 03 0 v °• At . � i 0 �F}rirrrllll���� g r, O ''"'O� W z 0 Cn Wz C/J -W I ®` �~OCA � ZO�Aul cCO c T NhZ.-. � A C) E- oa-=wH z L,J C' 0 0 J �� �a I- F'oaCQa 0 L aj r 77 LL 3m1B L.LJ 12 O m ao = Z In > O LLJ 12 O w W Y 0 C 1 v__ Q=o 0 rz Q 0 m :2 J (- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE _ AS NOTED DATE 08/28/12 1 3m1B Z 00 2'- 0................ I N I in N 3/4" RECESS SCALE 2:11 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" VARIES 7 Li T 10" WIDTH Nx 7" WIDTH — N SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 0................ I N I in N 3/4" RECESS SCALE 2:11 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" i _ I N I M LO -_ N L. __j 11 �I 4 III 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) L GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION "9 'S 1/4" = 1'-0" 6:12 VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM -� W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRII W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FF 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) PRECAST STUCK -ON STONE VENEER 6:12 5:12 z 0 U GUTTER DRAINED 0 TO PORCH ROOF w 7/8" STUCCO PLASTER FINISH (2nd A. TYP.) I GUTTER OVER w o FRONT PORCH ��1011�11,�►f/ -ONLYTORAINED PPE ���(,��;.,:.;•�•�/j/J��//qt .clixW •:00 W .4 U !V Q Os J -1/2 STUCCO PLASTER FINISH (Ground FI. TYP.) FRONT ELEVATION "B" 1/4" = 1'-0" , A ELEC METER SECTION AT METER NICHE E3 ENT"Y JOINING UNIT E"LEV E 4'. ENTRY 1/4.. _ 1._p.. GARAGE ELEAl 2'-0" r� Li T z W — N ° O I M w 0 m o0 w w e Z W I z:�J I'DW 1'-6" .. B'� 1.. Ir Ir 3/4" RECESS Lai 24"x60" PREFORMED STUCCO PANEL SHUTTERS i _ I N I M LO -_ N L. __j 11 �I 4 III 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) L GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION "9 'S 1/4" = 1'-0" 6:12 VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM -� W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRII W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FF 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) PRECAST STUCK -ON STONE VENEER 6:12 5:12 z 0 U GUTTER DRAINED 0 TO PORCH ROOF w 7/8" STUCCO PLASTER FINISH (2nd A. TYP.) I GUTTER OVER w o FRONT PORCH ��1011�11,�►f/ -ONLYTORAINED PPE ���(,��;.,:.;•�•�/j/J��//qt .clixW •:00 W .4 U !V Q Os J -1/2 STUCCO PLASTER FINISH (Ground FI. TYP.) FRONT ELEVATION "B" 1/4" = 1'-0" , A ELEC METER SECTION AT METER NICHE E3 ENT"Y JOINING UNIT E"LEV E 4'. ENTRY 1/4.. _ 1._p.. GARAGE ELEAl � O � L) O� A co C7 Ncn 0.4 NH z �Axoa � � G, cq z z Z�w�¢ o L)c\j T_ 0U) Li T z W �0 ° w 0 m o0 w w e Z W I z:�J I'DW � O � L) O� A co C7 Ncn 0.4 NH z �Axoa � � G, cq z z Z�w�¢ o L)c\j SHT 0F 3.2B Li W ° 0 m o0 z� Lai 0 w :2 � J 0 w = w a � J U XQoi CL J H - DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT 0F 3.2B VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR I I I I I / I I „ 1I' I I I I I I I 2', I 2" W. C. LAV I I I B. T. 7 2" r I � f 2" Lr 3„ I I I IiAV 3 .. ,.;, LAV , STI 3 SH WR r 2' - - _ 3 "" ----__-__ W.C. !2 I 2" - 2, D.W 5INK I I I 3„ I PECO LAV W'C' 2" C. 0. 3" 3" EXTERIOR (2 WAY) CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. N.T_q- PLAN MAY RF MTRROR IMAGE 12'-8” 11 STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 10" EACH TOTAL Fl -R. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B�,STAIR SECTION iia., _ 1._0„ C MUILDING S = V -V w D 0 ry w Ld = Z Z ul Li d O r\ `�����►iiiirrar�� U0 •• ••��`� �� J J Z M�: •W ® O � i�/ pJ � W q* + Q Lr J Ld = Z Z ul a U0 •• ••��`� �� J J O-' O `�` QQ ``tie � ``0 CfjzH� E Ld = Z Z ul a U0 Z CfjzH� E 0 O4 A om Z E-4 Cn El ao � Ld U)zH wH �o 0x z w VO P-4 � � J oaca o w 2 Ld = Z Z ul SHT OF 3.3B a W° om ao Z w p W � � J o w 2 Y I o p a DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 3.3B 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL - --- 150 MP 2/0 ALUMINUM-- DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN _ALUMINUM 0 4METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING y — I T6 _ —T c� J o—� r r / I 14 J \ \\. 10 I '1 h 1 1 -1 -- II � CARBON MONOXIDE/ co 9 a FIELD LOCATE 14 � EXAUST FAN / ELECTRIC z� J PANEL W Q W y — I T6 _ —T c� J o—� r r / I 14 J \ \\. 10 I '1 h 1 1 -1 -- II � FIRST FLOOR ELECTRICAL 1/4 " = 19-099 1 U J< 14 / \ \ / ------ --1 I I I I I I I I I I I I I 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION 20 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A. F. F. 40 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O6 DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SYECOND FFLOOR wil-MECTRICA"m It 1/4 " = 19-099 GENERAL ELECTRICAL NOTES: 1, THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4, PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co 9 a FIELD LOCATE O m EXAUST FAN / ELECTRIC z� J PANEL W Q W WALL MOUNTED z F- F— ELECTRIC I SWII CH METER IN // Wa_ J NICHE U 3 -WAY SWITCH $3 LIGHT FIXTURE F--=� 4 -WAY SWITCH* 15 RECESSED CANLIGHT � DESIGN DIMMER SWITCH $d RECESSED VAPOR CHECKED TJF DWG.No. JOB No. 905/117 PROOF FIXTURE 1 110 V OUTLET I FIRST FLOOR ELECTRICAL 1/4 " = 19-099 1 U J< 14 / \ \ / ------ --1 I I I I I I I I I I I I I 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION 20 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A. F. F. 40 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O6 DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SYECOND FFLOOR wil-MECTRICA"m It 1/4 " = 19-099 GENERAL ELECTRICAL NOTES: 1, THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4, PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co a SMOKE DETECTOR O m EXAUST FAN COMBO z� J SMOKE DETECTOR W Q W WALL MOUNTED z F- F— LIGHT FIXTURE = W SWII CH Wa_ J CEILING MOUNTED U 3 -WAY SWITCH $3 LIGHT FIXTURE F--=� 4 -WAY SWITCH* O Q U RECESSED CANLIGHT FIXTURE DESIGN DIMMER SWITCH $d RECESSED VAPOR CHECKED TJF DWG.No. JOB No. 905/117 PROOF FIXTURE DATE LL — 07/16/12 110 V OUTLET FLOODLIGHT \ SWITCHED OUTLET FLOURESCENT GFI OUTLET LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN /// \ T. PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE SPm_ (ODE SIZED J BOX JQ WITH BLANK COVER (/ 1 W a O m u z� J W Q W F-- z F- F— ' I I •L- = W W Wa_ J (/ 1 W O m z� W Q W O W = W J U F--=� O Q U DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS 'NOTED DATE LL — 07/16/12 SHT OF 3.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA J1 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND I RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING w U -- N - r7 I I 4 II I I n�.J w z O = Q II F - p O w Cn w �wU SPECIFICATION OVER 7/8" THICK PRIMED 3 w p U II � p CD_ W O C7 v ELI W J m 0 Z SHEATHING, 2x4 STUDS 0 16" O.C. TO = ZQ Z Z V) LiJ Fr m Q J I--- W Z W 12 W � w a- w � tr Z _ = C7 U Z ou 0 J w I- o= 0 p 3 = �~- 3 O O N 00Q LL � I- 0 _ U 1 cn Q O p Z p z J Q W w } a F- Z Z O R4 p Z W W O 3 1B 3'-0" O 1 R4 45 MIN. YES FOR 1 HR RATED WALLS STUD PARTITIONS 1 C W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 26�" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 634" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO O5 ATTIC OVER LIVING SPACE W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 6014" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES © W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47' 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES COMPLYING WITH FBC2007 R613.8.1" W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48j" 508" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES R311.7.7.2 CONTINUITY W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, GARAGE AERA J1 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND I RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING w U -- N - r7 I I 4 II I I n�.J MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS = Q II Q�Q 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED W.I.C.IIcD �wU SPECIFICATION OVER 7/8" THICK PRIMED 3 w p xo CARPET II � >_ z a: NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT m X m I Z = Cjf I- ^ IN QOf WITH TPI/WTCA BCSI. (1/4') PANEL TYPE M Of W m r N JO) SHEATHING, 2x4 STUDS 0 16" O.C. TO Cn Ln z O p W V) W Fr J 110 F W Z F- Q Q J U MCCm Z Q of p _ = C7 Y U J D W J w I- � 0 p 3 = SD6 I LI I I V) z !Y N z STRUCTURAL ENGINEERS SPECIFICATIONS O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS STRAPPING AT 24" O.C. T -NAILED INTO 1 A 2'-8" 8'-0" 1 R4 INTERIOR DRYWALL FINISH, TOTAL R -VALUE DWG.No. SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS STUD PARTITIONS 1 C 3'-0" 6'-8" 1 R4 FOR 2 STORIES TO 10'-0" MAX HEIGHT. ADD TRANSOM / ELEVATION PROVIDE 2x4 SPF#2 BOTTOM PLATE & 1D 3'-0" 8'-0" 1 R4 DRYWALL BOTH SIDES OF STUDS. TEMP GLASS FRENCH 18 LT NON-BEARING PARTITIONS TO BE 2x4 1E 3'-0" 8'-0" 1 R4 45 MIN.YES FOR 1 HR RATED WALLS 0 2'-8" 6'-8" 1 PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND INTERIOR DOOR 8' CLG, TYP. UNCONDITIONED SPACES APPROVED HOUSE 2'-8" 8'-0" 1 HALF OF REQUIRED VENTILATION AT EAVE AND HALF INTERIOR DOOR 9' CLG. TYP. O5 ATTIC OVER LIVING SPACE 2'-6" 6'-8" 1 1/2" INTERIOR DRYWALL FINISH ON CEILINGO INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW INTERIOR DOOR 9' CLG. TYP. R311.7. ® 2'-4" 6'-8" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) INTERIOR DOOR 8' CLG. TYP. TO 2x8 HEADER & P.T. 2x4 PLATE PER ® 2'-4" 8'-0" 1 IN EVERY SLEEPING ROOM INTERIOR DOOR 9' CLG. TYP. 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # DOWN AS REQUIRED GLUED AND NAILED O5 2'-0" 6'-8" 1" WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. 2'-0" 8'-0" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 9' CLG. TYP. FOLLOWS © 2'-2" 6'-8" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) INTERIOR DOOR 8' CLG. TYP. MIN. HEADROOM = 6'-8" © 12'-2" 8'-0" 1" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS INTERIOR DOOR 9' CLG. TYP. MIN. STAIR WIDTH = 3'-0" O7 V-6" 6'-8" 1 FOR WINDER STAIRS 3.) INTERIOR DOOR 8' CLG. TYP. MIN. WINDER TREAD MEASURED= 10" 1'-6" 8'-0" 1 " INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" INTERIOR DOOR 9' CLG. TYP. AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS Nq 'cc) It I LO - Fr) --I 'LAN 1"ST F"LOOR 1/4 91 = 19-V PROVIDE 1 LAYER 5/8" TYPE "X" EXTERIOR SHEATHING ON PORCH CEILING THIS UNIT D d 40" F IGH KNEE WALL W/ PTD. PINE CAP 00 I O 0 20'-0" 6'-9" 9'-5j" h S-92 CENTERED 3 OVER PATIO 1 SDE DOOR TEMP BELOW W57 GLASS \ NTASTER SUI TIE CARPETI 9' HIGH COFFER CEILING �I I I I I I I I 4 4 A 2y-9 3'-1" - IN LIN AHU 14 CHAS 2668 BF O 26B8 L NDRY TI LE C T PROVIDE F - OPT. BASE P UNDER 1131 CABINET WASHER lo W 11 LD__ 2DNLR' _LT I_ I I I OPT. PERS ; u&I F L- - LQ L-----' m■®■■ms m mam■mm, INS -9" �-IN 21 BATH TILE ` 3'-4j" _ I 1'-02" O3 O I 2-2668 BI -FOLD 1 I 3'-4j",//L.,,2. 1 n I 60X42X20 ao SOAKER TUb _ ON GLASS + ENCL. pry rIN MAS TE 21 N cD BATH � TILE ER Z2 MIRROR 14 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SECOND FLOOR AREA SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 1596 SF 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, GARAGE AERA J1 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND I RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 -- N - r7 I I 4 II I I n�.J MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS = Q II Q�Q 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED W.I.C.IIcD �wU SPECIFICATION OVER 7/8" THICK PRIMED 3 1 xo CARPET II � >_ z a: NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT m X m I Z = Cjf I- ^ IN QOf WITH TPI/WTCA BCSI. (1/4') PANEL TYPE M Of Li r N JO) SHEATHING, 2x4 STUDS 0 16" O.C. TO W FLOORING m O3D W ENGINEERS SPECIFICATIONS) R13 BATTEXPOSED _j 110 w� J T-� II MCCm II IS LESS THAN 3'-0" II 18 O o A FINISHED TEXTURE COATING PER BUILDERS II SPECIFICATIONS OVER 1/2' THICK PRIMED 3 oz Q COAT CEMENTITIOUS APPLICATION, 8" NOM. SD6 I LI I I PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER 6'-0j" st Lb W.I.C. I " I I ' •-IN O I O r BEDROOM 3 �j CARPET _� 0 I d BEDROOM 2,, CARPET j O 11'-1j" 8" 12'-1 J" EGRESS EGRESS 36"X65" 36"X65" 1 ARCH TOP ARCH TOP 6'-8j" 13'-2" 4" EGRESS W57 2'-2�" 2'-1 SECOND FLOORo 1/4 99 /4" = 19-099 2'-10j" 2'_0„ 4j" �_t� P"' L AN O-nB-�HALLWAY STOP & DROP TYPICAL FOR ALL SHELVES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SECOND FLOOR AREA SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 1596 SF 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, GARAGE AERA 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 2019 SF RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS = Q APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH PER BUILDERS 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER 3: > NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT W EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO W FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL S W ENGINEERS SPECIFICATIONS) R13 BATTEXPOSED 17 BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE < RATING OF 1 HOUR WHERE LIMITING DISTANCE I- U IS LESS THAN 3'-0" CONCRETE MOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. 0I- PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED DESIGN RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE DWG.No. SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) JOB No. RATED CONTINUOUS FROM TOP OF MASONRY SCALE FIRE WALL BELOW, TO UNDERSIDE OF ROOF DATE SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS OINTERIOR BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE EXPOSED FLOOR TO EXTERIOR O4PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILINGO ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R311.7. 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERG�NC'f_ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN, CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAI - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 7O MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MAX. STAIR HANDRAIL HEIGHT = 38" COMPLYING WITH FBC2007 R613.8.1" MIN. INTERIOR GUARD HEIGHT = 36 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL OWALLS WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL & CEILING BETWEEN GARAGE AND LIVING OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL &,STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-RB07) ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. DIMENSION & AREA NOTES - FOR C. M. U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCL ODES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN TI TIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCUL A TIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI Z765-2003) AREA CALCULATIONS (ANSI) ELEV, 'A' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF W H- Q D 0 in W Q i` O d' �L),�0,� O C\2 V 0 C/1 Z F M 0'd Z UFO O- ~ Cn r d' �' r -+ U] AEC,a Q- o,4�wH z U wap O w~ � 0 Cn a J F-- Z W 1 �0 0 F- 0 W Z LL L N L D SHT 0F 4.1A a W � O Z o0 = Q ~ Zul 3: > W 0 � J 0 W S W I u < I- U J 0I- af a CL �o� DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 08/28/12 - SHT 0F 4.1A 2'-0" -IN N Ln - 7Kv N Ir Ir 3/4" RECESS �� SCALE 2:1 16"x63 PREFORMED STUCCO PANEL SHUTTERS VARIES__ 10" * r e UU. Jw Q .� • (A i, psd w 3". 7" STT y3'4" ISCALE 2:1 SMOOTH FINISHED WINDOW W M I 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-0" -IN N Ln - 7Kv N Ir Ir 3/4" RECESS �� SCALE 2:1 16"x63 PREFORMED STUCCO PANEL SHUTTERS r*uv1 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6 WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL V 72"x96" PATIO DOOR GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR. ELEVATION 1/4„ = V-0" 2'-4" ELEC METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) T co 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE 10" * r e UU. Jw Q .� • (A i, psd w TOP OF WINDOW 7" - EQ. 7E Q. SMOOTH FINISHED WINDOW W M I SURROUND DETAIL WITH ARCHED 0 HEADER (SEE DETAIL) i4p„ " 2"x4' RAISED STUCCO PLASTER � o I TRIM W/ SMOOTH FINISH OVER z w 1"x6" RAISED STUCCO PLASTER a TRIM W/ SMOOTH FINISH a 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH Z FIN. SECOND FLOOR > -H W O VARIES � J 3". 7" k �3 4`'� SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 0 r*uv1 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6 WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL V 72"x96" PATIO DOOR GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR. ELEVATION 1/4„ = V-0" 2'-4" ELEC METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) T co 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW 12"x12"x1" SQUARE RAISED STUCCO PLASTER DETAIL W/ SMOOTH FINISH (TYP.) I O 0 1/2" STUCCO I PLASTER FINISH co (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH IN. GROUND FLOOR M FIN. GRADE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN, GROUND FLOOR 1"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1/2"x6" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH PORCH ROOF GUTTER DRAINED TO STORM_ WATER PIPE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x10" SMOTH FINISHED - WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 6:12 6:12 \6'72 C:7 NINE '"Elml GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT .1" 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM — — W/, SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) I 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK —_ METAL RAILING 18" ROOF OVERHANG PROVIDE CONTROL JOINT — — 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 36"x8'—O" FIRE RATED SOLID FRONT DOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE PRECAS� JKA-&� STONE VENEER z U (n W 0 TOP OF PLATE CN r e UU. Jw Q .� • (A i, psd w TOP OF WINDOW s J N SMOOTH FINISHED WINDOW W •'••w�iwww•w ♦ `�� J SURROUND DETAIL WITH ARCHED 0 HEADER (SEE DETAIL) " C) Z E 2"x4' RAISED STUCCO PLASTER � o I TRIM W/ SMOOTH FINISH OVER z U�. o 1"x6" RAISED STUCCO PLASTER a TRIM W/ SMOOTH FINISH O 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH Z FIN. SECOND FLOOR TOP OF WINDOW 12"x12"x1" SQUARE RAISED STUCCO PLASTER DETAIL W/ SMOOTH FINISH (TYP.) I O 0 1/2" STUCCO I PLASTER FINISH co (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH IN. GROUND FLOOR M FIN. GRADE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN, GROUND FLOOR 1"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1/2"x6" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH PORCH ROOF GUTTER DRAINED TO STORM_ WATER PIPE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x10" SMOTH FINISHED - WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 6:12 6:12 \6'72 C:7 NINE '"Elml GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT .1" 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM — — W/, SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) I 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK —_ METAL RAILING 18" ROOF OVERHANG PROVIDE CONTROL JOINT — — 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 36"x8'—O" FIRE RATED SOLID FRONT DOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE PRECAS� JKA-&� STONE VENEER z U (n W 0 99 99 FRONT ELEVATION A 1/4 99 = 19-099 M 0 (� T 0 �. W 1� F r r' ~ W Lij 6:12 i W 6:12 N W I I I I —fib' VERHANG PROVIDE CONTROL JOINT I 5:12 E'7�ENTRY1/4 19-099 1� Ole CN r e UU. Jw Q .� • (A i, psd w Z s J N Uz H W •'••w�iwww•w ♦ `�� J � 0 99 99 FRONT ELEVATION A 1/4 99 = 19-099 M 0 (� T 0 �. W 1� F r r' ~ W Lij 6:12 i W 6:12 N W I I I I —fib' VERHANG PROVIDE CONTROL JOINT I 5:12 E'7�ENTRY1/4 19-099 GLASS AREA ON SIDE ELEVATION 'A'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) ELEV L.IARAGh CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT ROVIDE CONTROL JOINT 0 B m Q z C) co J N Uz H W C) Q CC 0 Fv �&o C) Z E C) o LL- H z U�. o 0 a E--!!4 O ~ Z > -H W O � J p 0 I 0 M U J M LECTRIC METE = F--= NICHE F— GLASS AREA ON SIDE ELEVATION 'A'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) ELEV L.IARAGh CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT ROVIDE CONTROL JOINT SHT OF 4.2A 0 B Q Q z C) co � Uz H W C) Q CC vi Z O� 0 Fv �&o C) Z E C) o H z U�. o 0 a E--!!4 O ~ SHT OF 4.2A B Q W O z ao = O ~ Z > W O � J p W 0 �a U J M = F--= F— � QoCL n 12 J F— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE - 07/20/12 SHT OF 4.2A i OD TOP OF PLATE TOP OF PLATE TOP OF WINDOW 0 I i� FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR SLAB FIN. GRADE U/S OF FOOTING c I � 44'-34" !c ,BUILDING \_ i,_0.. �hCTIOII AT PORCjm![ A\,BUILDING �. i 1/4., = 1._099 SECTION 12 TREADS 0 10" EACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL TOP OF PLATE _ i 00 FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS STAT SECTION. 1/4 99 = V-099 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL „ VENT THROUGH ROOF, 2 VTR ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL )P OF PLATE )P OF WINDOW LA' N. SECOND FLOOR )P OF WINDOW N. GROUND FLOOR SLAB N. GRADE /S OF FOOTING 0 j TUB/SHWI a r 2" CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING 00 9 NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. O Aco w� PLUMT1LN �W RISERDIA11L®+A E- LL N.T.S. z O CL U W C) Li -'t o Nt ♦ .••ee.e• �AI �� C w ♦®••ee see�Y,,e� f � Z X. �• �. LL • N. Q z LU d. a • a 'e ++ ��•• ¢ Q cr /"/ fl LL. !ltl11111,W LLJ W Z Z Ln P r- O V 0 CQ C) E-1 z ��o�w O Aco w� c) E- LL z pa�wH z u�0Olt� x Oz O v O °0 LLJ W Z Z Ln DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 4.3A a w� Oz = O °0 Z ~ 3: > W � 0 LLJ J O W 2 W Y I ° >- Q U —J H Q O o - (L J F— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 4.3A 2" PVC OFFSET WITH (3) #2/0 \ THHN ALUMINUM 150 AMP PANEL s, C / 150 2/0 ALUMINUM DI SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM ) P - METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUID ELECIII, RISER PROVIDE SWITCHED DUTLET UNDER COUNTER FOR FUTURE DISPOSER O AC r .I \ i L _"T_ W ' \ KITCHEN I I I 4 SI 1 12 MICROWAVE.- ABOVE ICROWAVE ABOVE J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT FIRST 1/4 99 /4" = 11-099 DINING 14 31 I _ 16od/12 / --------------------- --- . — — — — — — — - ---------- GATHERING ROOM I I I I 14 41 </ J ❑vT I \ I 11 I I 1 I / � \ I ---L = -- --——— — — — — — � _ JJ3T — — — — u \ STORAGE R \ I I I HE R _I � I i' W — FOYERLl FIELD LOCATE / ELECTRIC PANEL GARAGE./ OUTLET FOR GARAGE DOOR 15 OPENER I I I I I I I I I I I I / I I� I PO CH xb ELECTRIC METER IN NIC E FLOOR ELECTRICAL 3" MAX. BETWEEN TRIM AND SWITCH C/L-�— ee TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. 40 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ODISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SECOND FLOOR ELECTRICAT, 1/4 " = 19-099 GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7, ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10, VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WAL I_ AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER), NO'T'ES TO ELECTRICIAN: ].SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. G. USE UL LISTED SUPPORF BOX FOR ALL FAN PRFWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co LLJ I SMOKE DETECTOR COMBO 1 EXAUST FAN O z SMOKE DETECTOR LI� WALL MOUNTED ~ Z LIGHT FIXTURE In> SWITCH ~ W �II � CEILING MOUNTED � w LLJ 3—WAY SWITCH $3 LIGHT FIXTURE 4 ---WAY SWITCH $4 RECESSED CAN LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR F— DESIGN DRAWN PROOF FIXTURE CHECKED TJF 110 V OUTLET JOB No. 905/117 SCALE AS NOTED Q FLOODLIGHT 1� SWIT-CHLD OUTLET FLOURESCENT GFI OUTLET� LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN Ci J T. PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE SPS CODE SIZED J BOX Q WITH BLANK COVER O CL clfU W 0 Q (n LLJ I 1 u O z LI� ~ Z w _J In> Z ~ W �II � J � w LLJ W a_ 77 V) Q (n LLJ I 1 O z = O ~ Z In> Ld O LLJJ 12 ~w O LLJ Y I U - c):f < CL F— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 4.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE, 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. L-- NJ WALK-IN w PANTRY .. o 14 Lli z O U 15 C� DRYWALL _0 U w = L� (n N V) v u 0 O M M Q w w w m J 0 z_ � S z z Z Z Q w >_Q F- W U z [Q w w w a0 w J m Z 7 N � CD 0 of Q C_ O J Q F- w z Q Q U LLJ � LL w � = o V)Q O Z 3 Z 3 J Z w �O 2 2 0 0 Oz 0 w w O z O 2'-8" 6'-8" 1 R4 B LABEL Of ; 1 A W17 2050 SH FRAME SINGLE HUNG 24" 60" 241" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 271" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES O W53 26 SH BLOCK SINGLE HUNG 37" 72" 37 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 50j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50g" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 4 8x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 48" 64" 21.0 YES DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER L-- NJ WALK-IN w PANTRY PROVIDE o 14 5/8 TYPE GATHERIN U 15 C� DRYWALL CARPET - LOW �JNDER STAI�I4 rn HEAD- OM O M M 1' 011--- - w J O U tn ---- �mr 0 F- W Aim u�1o0 o � ff Q U O 0 a O J m 00 2,-4 r, 52.. 7 N z O 0 Ld Z O Q J I- J F- w z Q ~ Q U z Df = S Y J D O O 0 w _ = ? LL_ w cn O z O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 18 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R TEMP GLASS FRENCH 18 LT 1E S- 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS O 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 7-- I ON N V J a 0 U � m } Li >_w� Q U o w0 0U J 0 0 0� m z � 0 v`"i c� = Q O I N N LINE OF SYNTHETIC STONE WAINSCOT 20' 0" 5'-1" 10' 3" 4'-8" PATIO A,, .3 10'-0"x 10'-0" CONCRETE 2 (-)o -4 - COA c 6080 PA 10 DOOR �°� W91 L-_ ._1 L� I I 0) it -- I DWlo 1 KITCHENr_I DINING ROOM TILE r CARPET I I I - IS I N L _'T_ J 4 K1 1 U-) 10'-8j" 1C T 8'-61„ 1 - - .1 t- _ i I __ I N L-- NJ WALK-IN PANTRY PROVIDE o 14 5/8 TYPE GATHERIN ROOM 15 C� DRYWALL CARPET - LOW �JNDER STAI�I4 rn HEAD- OM O M M 1' 011--- - N U J¢ J O U tn ---- �mr F- W Aim u�1o0 o � ff Q U O I a O 6'-6,r 00 2,-4 r, 52.. 7 of U J 0 0 w�} L.L. Q J 3 0xm z - - - Li oD0 croQ WTID E� ILEI I LO 1 N FOYER IN MIRROR A TILE a o 1 T H o0 0 PWD VENT I N 1r 92 X00 cD I 3 Sao 7 rr" 2'-4" 3'_1 2, 5„ -5,r 3'-8$ 5'-4r, 4 7j„ PROVIDE ELECTRICO R C PAN PANEL o UNDER LOC. SEE 1 11 HWT SHT E1.1 I A 5 OG RAGE I O N LNE OR iND. RLR. ABOVE 8'0"x7'0" O.H. gARAGE DOOR N .2 ELECTRIC METER -- A� LINEI OF SY THETIC zn7 STONE WAINSCOT 2'-0" 8'-0" 2'-0" 1/4" = 1'-0" I O N SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 0) N cl N I 00 5j" 5j" 5'-1" CENTER OVER W97 DOOR ELOW EGRESS BEDROOM CARPET 9'-04„ 5'-0j" 2-2068 BI -FOLD am 3'-9' 20'-0" 10'-3" 4'-8" CENT R OVER WINDO BELOW W97 EGRESS BEDROOM 3 CARPET 9'-94,r 3'-11" 40" HIGH LEDGE- - 00 W/ PTD. PINE CAP N �1 3'-9" 1'-7„ 4'-2 5'-6j" 2-2068 - -FOLD- - 1'48" 1 3'-4" 5' I �7 c 3 T C 42' C 2068 BATH BI -FY -I)14 NILE 1 LIN AHU / '04 --- ,i B66 0 LAUNDRY BOX C T DRYERBOX U2 PAN UNDER WASHER - - � F-- 48 ZI__ __- I DAU_N_DR_Y I W. 1. C. TILE = II 13 L --J �- - -J Li m i1 5' �,� ® 3,-9„ O 5'-5" 4'. e L-� SIN ro - - 8'-0 "FAT CEILING Z - - -- STER BAT TIL6 (M�ROR I 6' 2'-7" 3'-9,r 4'-0„ I M ASTEF SUITE I I� 414 1 _o I 1 J � o I> I I I I 1 EGRESS W97 3' 41rr....-� W25 TEMPERED GLASS ROOF BELOW 5'-11 5'-114" 12'-10" 2'-104" - - - - - --------------- 5j" I N O J uj J Q z Q 3: J u >_Q s a� I 0Y 0 _ O w J D O< } J OIrm 00 Lu (IN Q TEMPERED GLASS SHOWER ENCL. z 0 I 44� Via-, SECOND FLOOR PLAN 1/4 3'-8,r 2'-1" IN 0 I N �)FLUSH KITCHEN 44" BREAKFAST BAR SECTION 2 I N LI O Li F -- CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT BC -M1503) BC ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN ASS MINIMUM SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD z SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING O 10'-0" MAX. HEIGHT (SEE STRUCTURAL _ ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE a RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" 2OCONCRETE BLOCK CONSTRUCTION - (, CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF W SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) D CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O,C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OU373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. SPEC. FOR 2 STORIES TO 10'-0' MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER - -- ---- DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM O4 EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE 1i1 WRAP, FINISHED SOFFIT ��i����!/ O HALF OF REQUIRED VENTILATION AT EAVE AND HALF `��� ///// a WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS e`� `e� ' // �� CV OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION �� ,•••••••s• 'Y /fIt PROVIDE R30 BATT/ BLOWN INSULATION AND `��' �•�% rs O 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH (� TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 �: (A W / 4L �< Z OR702.4.2 _ • (� INTERIOR STAIRS -SITE BUILT FBC 2010 V d'* R13 .3 WINDOW GENERAL NOTES: • _ o J 1.)STRINGERS SHALL BE 2x12 SPF#2 (P.T. �.'� �(v�- - Q MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES • e' AT BASE) EQUALLY SPACED & ANCHORED 1.) � • • C (FBC-R310) • TO 2x8 HEADER & P.T. 2x4 PLATE PER •e�0e 60009 G 0� Q MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED / ` e STRUCTURAL ENGINEERS SPECS.IN MINEMUMAREA F YIOR GROUND FLOOR EMERGENCY ESCAPE / O 2.) TREADS SHALL BE 2x12 SPF#2 RIPPEDWINDOW = 5.0 Sq. Ft. LL_DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4"2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE O FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE .-4 MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" Q W Z N FOR WINDER STAIRS 3•) FLASHING SEALANTS AND WEATHERSTRIPPING 0 24 (n r - MIN. WINDER TREAD MEASURED= 10" COZ (FBC-R612.2) E- 12" FROM INSIDE EDGE INSTAL L APPROVED CORROSION RESISTANT FLASHING AT � MIN. WINDER READ MEASURED = 6"ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE E Z W AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER U► � O� R4 RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH ® U H A Uj CO MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR O d cD 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR ~Z N W OHAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. E• 4 E"' Z � MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND a O Z O MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT A ►x O G4 MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 Z E- MIN. EXTERIOR GUARD HEIGHT = 36" Z <C rte- in W FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE Q � W E- W MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) u HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RA LS HANDRAILS TO TERMINATE J LS FBC R311.7.7.3 FOR GRIP SPECIFICATIA WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH a TO WALL OR NEWEL POST PER FBC F__(� O W R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS ® 'Z W CCQ 0 SECTION 402 COMPLIANCE C) U WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL T L m WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3)0 SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC W SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED Lij INSULATION. INCLUDES VAULTED CEILING,IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON U) OWALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. 9 SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES R TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R 302.11 (4) ARE MEASURED FROM FACE OF Fn CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENT/T/OUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM LTJ 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE 1 RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. CLOTHES DRYER VENT (FBC-M1502) (EXCLUDES 7/8" CEMEN TI TIOUS FINISH Q p p 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING) 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM Z DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. W 2.5', & 90' BEND = 5' SQUARE FOOTAGE CALCULATIONS ARE O Lij 13 ATTIC ACCESS (FBC-8807) MEASURED TO EXTERIOR SURFACE OF :2.-_ Iw x3 ATTIC ACCESS HATCH 22"0" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION AS OUTLINED = W X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. 1 INSTITUTE INC. (ANSI 2765-2003) �- Q 9" 2'-1 10 '1'-112 1. U � ___I .. TYPICAL FOR ALL SHELVES & LEDGES O 5/8" PTD. PINE SHELF IU ~ SUPPORTED ON 5/8"x2" Q Of0 a. PTD. PINE CLEATS & I J 1- 5/8"x2" FRONT VALENCE d DESIGN DRAWN PROVIDE 1/4"x1" PTD. QUADR AT/TJF � DOOR STOP PERIMETER o CHECKED TJF TRIM BDS. OVER ALL PTD. I T DWG.No. PINE SHELVES AREA CALCULATIONS (ANSI) ELEV. 'A' 48" RECEPTACLE FOR FIRST FLOOR AREA 663 SF JOB No. 905/117 CELL PHONE RECHARGER COATHOOKS ON SECOND FLOOR AREA 798 SF SCALE AS NOTED 3/4"x7-1/2" PTD. DATE PINE LEDGER BD. TOTAL A/C AREA 1461 SF 08/28/12 A F 0 YE R COVERED PORCH AREA 45 SF GARAGE AERA 254 SF STOP & DROP TOTAL AREA UNDER ROOF 1760 SF 5mlA :2 Z ro 2 - 0�k M N LO - N 3/4" RECESS,�,� SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'- 4" VARIES 3 _Kv i 10" WIDTH N 7" WIDTH (V SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2 - 0�k M N LO - N 3/4" RECESS,�,� SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'- 4" I N i� I M U) N ih 3/4" RECESS SCALE 2-71 16"x63" PREFORMED STUCCO PANEL SHUTTERS 7/8" STUCCO PLASTER FINISH (2nd A. TYP.) PROVIDE CONTROL JOINT © PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND IN/ SMOOTH STUCCO PLASTER (TYP) f[rFr-- GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION "A 1/4" = 1'-0" VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6" RAISED STUCCO PLASTER TRIM W,1 SMOOTH FINISH 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 6:12 5:12 IIS GLASS AREA ON FRONT ELEVATION 'A'= 57.69 SQ. RT. GUTTER DRAINED TO PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TOP OR WINDOW FRONT ELEVATION " A" 1/4" = 1'-0" ELEC METER SECTION AT METER NICHE E ,ENTRY JOINING UNIT ELEV 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) FIN. GROUND FLOOR FIN. GRADE E4 ENTRY UARAGE ELEV ?1 0 0 1 Z W U W w "t Z 1~ O Qi ®~o U E-4 q ao 0 O .!4 co ZE�znNHz�. �Q124 x0 O � Z F-4 Ox�z z o 0 F= E-4 E O L) C W W W Z _ II � � W _Kv i W (V O I � L Q a0 =O _ N �,)t 0 3: > 3/4" RECESS W 24"x60" PREFORMED STUCCO PANEL SHUTTERS I N i� I M U) N ih 3/4" RECESS SCALE 2-71 16"x63" PREFORMED STUCCO PANEL SHUTTERS 7/8" STUCCO PLASTER FINISH (2nd A. TYP.) PROVIDE CONTROL JOINT © PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND IN/ SMOOTH STUCCO PLASTER (TYP) f[rFr-- GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION "A 1/4" = 1'-0" VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6" RAISED STUCCO PLASTER TRIM W,1 SMOOTH FINISH 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 6:12 5:12 IIS GLASS AREA ON FRONT ELEVATION 'A'= 57.69 SQ. RT. GUTTER DRAINED TO PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TOP OR WINDOW FRONT ELEVATION " A" 1/4" = 1'-0" ELEC METER SECTION AT METER NICHE E ,ENTRY JOINING UNIT ELEV 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) FIN. GROUND FLOOR FIN. GRADE E4 ENTRY UARAGE ELEV ?1 0 0 1 Z W U W w "t Z 1~ O Qi ®~o U E-4 q ao 0 O .!4 co ZE�znNHz�. �Q124 x0 O � Z F-4 Ox�z z o 0 F= E-4 E O L) C W W W Z _ II � � W SHT OF 5.2A W Q a0 =O Z � 0 3: > W O LLJ 12 ~ 1 O w =w I o Q F_ � Qoa CL 12 J I— DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 ~ SHT OF 5.2A w Q VENT THROUGH ROOF, C) ANGLE VENT OVER SO AS - - NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" 12'-8" OF PARTYWALL 3" VTR 1 TOP OF PLATE TOP OF WINDOW F-niL"'IVFN �c vvr 1) CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING CO NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING RISER DIAGRAM N.T.S. PLAN MAY BE MIRROR IMAGE (2) AT STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS 0 7 9,/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS 0 10' EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B STAIR SECTION 9� 9 �9 (A) BUILDING SECTION 1/4 „ = 19-019 '-0" Z O n Iz U Li 0 • T Ld = Z Z N a w ° OQ Z n Z I w p w O w = w o Q U � J H (2� Q O ♦— DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 5,3A SHT OF 4 i --i C Z Q~ C)we �wz� 00-4 �o�Q� to � o H z cn pa�wH z w�r�,�o 0 o x cn J � Zow�d Ld = Z Z N a w ° OQ Z n Z I w p w O w = w o Q U � J H (2� Q O ♦— DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 5,3A SHT OF 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL — 0 150 MP 2/0 ALUMINUM DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER - GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC_ RISER OA 1I— �I I � I / FIELD / LOCATE ELECTRIC PANEL l i ELEC RIC METER IN // NICHE FIRST FLOOR ELECTRICAL 42" ❑ jR< DW 10 � i17F co / I I I I I I I I I I I I I I L — — — — — — — — — — — — — — J 1/4" = V -V 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 0 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A. F. F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F 60 DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-O" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS, 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4, PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEN°.d"'9 EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH FHL ROOF OR THROUGH AN EXTERIOR WALL. (DO NO[ VENT WIIIIIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKF DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CI.OSF TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2.CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED IAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2001 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co 12 SMOKE DETECTOR COMBO I— EXAUST FAN SMOKE DETECTOR z WALL MOUNTED = W a_ LIGHT FIXTURE 12 SWITCH O LTJ = W CEILING MOUN-IED 3—WAY SWITCH $3 LIGHT FIXTURE U 4—WAY SWITCH $4 RECESSED CAN F = -17 LIGHT FIXTURE � < CL DIMMER SWITCH $° RECESSED VAPOR DESIGN DRAWN QUADR PROOF FIX I URE CHECKED TJF 1 10 V OUTLET JOB No. 905/117 SCALE AS NOTED Q FLOODLIGHT ` SWITCHED OUTLET FLOURESCENT GFI OUTLET LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN Ci J TEL PHONE JACK . ELEC. SERVICE � PANEL SPEAKER PREWIRE sP�D_ CODE SIZED J BOX Q WITH BLANK COVER LLJ a 0 z n W 0 LTJ J LTJ 12 I— LLJ F__ LTJ z = W a_ V) LTJ 12 0 Q z W O LLJ 12 O LTJ = W � J U Li O F = -17 � < CL CL :2 DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 5.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2204 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U RANGE HOOD VENT (FBC-M1503) UW 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. 0 > MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS uj _ FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH PER BUILDERS N W SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING N FLOOR TRUSSES BY REGISTERED TRUSS OO 0 COAT CEMENTITIOUS APPLICATION OVER v GALV. METAL LATH w/ WATER RESISTANT U WD BARRIER PER ASTM C 1063 & APPROVED D11� O Z HOUSE WRAP, 7/16" OSB EXTERIOR S z Z z Q W 10'-0" MAX. HEIGHT (SEE STRUCTURAL m J -i U H W W U Z d_ LLJ ZZ }LLJ _ C� `1 U O O 0 Q Q �U Q � O O w Q V p J wW F- ~ 2'-8" U NZo d z 3:3 z OF WALL. 1x2 PRESSURE TREATED w O > 8'-0" 1 0 BLOCK. FI -FOIL AA -2 VAPOR SHIELD W REFLECTIVE INSULATION (R-4.1), 1/2" 18 3'-0" > 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 26�" 50j" 274" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO 4ar1 Mme" W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 274" 72" 13.251 NO WRAP, FINISHED SOFFIT W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 604" 11.67 NO TO 2x8 HEADER & P.T. 2x4 PLATE PER W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES © W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 60j" 15.00 YES MIN. WINDER READ MEASURED = 6" W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES MAXIMUM 4" BETWEEN PICKETS. W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES IN WIDTH W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2204 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM > MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH PER BUILDERS 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING w 0 FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT U EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED w WITH TPI/WTCA BCSI. (1 /4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR Z O V) FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL Q ENGINEERS SPECIFICATIONS) R13 BATT w ~ EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. U EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Z Q O~ _ _ C� `1 U J W J W F FINISHED TEXTURE COATING PER BUILDERS O o w z V COAT CEMENTITIOUS APPLICATION, 8" NOM. w (n O z CONCRETE BLOCK WALL REINFORCED PER O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS OF WALL. 1x2 PRESSURE TREATED 1 A 2'-8" 8'-0" 1 R4 BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 18 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C 3'-0" 6'-8" 1 R4 INTERIOR STUD PARTITIONS ADD TRANSOM / ELEVATION OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. 1 D 3'-0" 8'-0" 1 J" R4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 TEMP GLASS FRENCH 18 LT 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS SPF#2 OR 2x6 SPF#2 ®24" O.C. 0 2'-8" 6'-8" 1 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR 4ar1 Mme" INTERIOR DOOR 8' CLG. TYP. OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN O Z 2'-8" 8'-0" 1 ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE INTERIOR DOOR 9' CLG. TYP. WRAP, FINISHED SOFFIT [� 2'-6" 6'-8" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE \�J INTERIOR DOOR 8' CLG TYP. PROVIDE R30 BATT/ BLOWN INSULATION AND 3� 2'-6" 8'-0" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH W INTERIOR DOOR 9' CLG. TYP. O21 6 O 2'-4" 6'-8" 1 GENERAL NOTES: R 13 1.7.3 INTERIOR DOOR 8' CLG. TYP. 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. ® 2'-4" 8'-0" 1" (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER INTERIOR DOOR 9' CLG. TYP. STRUCTURAL ENGINEERS SPECS. O 2'-0" 6'-8" 1 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED 2'-0" 8'-0" 1 WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 9' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. © 2'-2" 6'-8" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS � INTERIOR DOOR 8' CLG. TYP. FOLLOWS © 2'-2" 8'-0" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 9' CLG. TYP. MAX. RISER = 7 3/4" O7 1'-6" 6'-8" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" INTERIOR DOOR 8' CLG. TYP. FLIGHT OF STAIRS 0 1'-6" 8'-0" 1 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS r-2100 I 0 SIN LO I ^O 0I N Lr)m n ram". 21'-0" 8'- 8' PATIO 10'-0"x 10'-0" CONCRETE J (A 5.3 6080 PATIOI DOOR W53 Iii 1 KITCHEN 1 1 1 TILE I I I 54"xPREP. DINING ISLAND `I TILE I 1 I N �L07 1 I rn 3 6 215'-9A„ - 9,-9j„ „ 4,_6„ o M I -1 1 W Q 9T V19 C1 ----L - - 00 C RAISED SNACK BARL= I 36' O N Y J U Q O J J U Wim} L~ QU0 w0� �U J 0 OoD LL Q J 0 o m z => xoCn 0za B _ 3 36„ 11 $ I 1 1 I GATHERING ROOM li TILE 1 I 1 I I 1 PROVIDE 1 q/8"TYPE "X" 1 DRYWALL OMIJ130 43933H00 03gg090 "21 _U DER STAIRS g3T2 4399010 513VOO OT --------� -\ 30l�S10�T21 I �lOJI MOO GA ]I HI 1 -_ D J 12" DROP P W OBULKHEAD 2 PROVIDE PAN UNDER HWT 5'-6�" 6'_0 5'-O8" 7 6 cr „ 2'-2„ -� 0100 N ��� 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP TWH]ISDROP TOP I I 04 2'-5" 5'-11" GARAGE 16'0"x7'0" O.H. GARAGE DOOR FOYERic TILE �J `-' LINE OF SYNTHETIC STONE WAINSCOT 2'-6" 16'-0" 21'-0" 5'-5$" ELECTRIC PANEL LOC. SEE MEP SHTS 2'-6" FIRST FLOOR PLAN 1/4 W53 W53 W53 -IN N I 00 Lri7 ELE TRIC M TER �Q ICHE N _ ic7 n" 1/4 64" o E1 HALLWAY STOP & DROP PTD. MDF TRANSOM PANEL ABOVE TYPICAL_ FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS, OVER ALL PTD, PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER ® 48" A.F.F. COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2204 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH PER BUILDERS 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1 /4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. CL PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY Cn FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ®24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR 4ar1 Mme" FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN O Z PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND U ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT i HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE \�J REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH W TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 V D M R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R 13 1.7.3 Uj O � � W Z I --I E NEn 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. W IN EVERY SLEEPING ROOM 'Z.T, J ~ MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE W WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS � OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" ao = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" Z Q MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS 0 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" � = FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" CHECKED TJF ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT DWG.No. SURFACE OF THE EXTERIOR WALL FINISH OR WATER JOB No. 905/117 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH SCALE AS NOTED MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. O7 MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL OWALLS WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL &CEILING BETWEEN GARAGE AND LIVING O PAC 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE, TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. O11 PRECAST CONCRETE STEP OR WOOD STEP (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. DIMENSION & AREA NOTES - FOR C.M. U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES ' INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN Tl TIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FA CE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SOUA RE' FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENT/ TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 703 SF SECOND FLOOR AREA 1012 SF TOTAL A/C AREA 1715 SF COVERED PORCH AREA 50 SF GARAGE AERA 439 SF TOTAL AREA UNDER ROOF 2204 SF LTJ 0 Q CL ry Cn LTJ `11111, w ���``NN ', ' '��i -t f 4ar1 Mme" •..�L �r • Z .i . p,Q lit O Z 0 s. ; 4 :00 U V 0 �'' �• ���'�/®•• „•••� (mm D 0 i \�J CD d' UJ u 0 0 .-� O� W QzoPQco V D M ~O co Uj O � � W Z I --I E NEn cc El ►-� d4 4 CLE �Ax0p., v� z P - dam+ 4d DU) OO '* W 0 - 'Z.T, J ~ G;.E--1 W nn m W I � Z = O ao Z Q N LAJ w p J 12 F-- LTJ = L,J I 0 QL LI U J M � = � = p 11- --- U I - a n O DESIGN QUADRA DRAWN AT/TJF CHECKED TJF _ DWG.No. ---- JOB No. 905/117 SCALE AS NOTED DATE 08/28/12 6,1 B SHT OF VARIES 3"� " 3 4' SCALE 2:1 N j CV r r 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER -IN N I Ln - •-IN N l'- 6 1.. Ir Ir 3/4" RECESS 1� SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Z_ 00 2'- 4" CLEC METER. SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO JN THROUGH CMU OLLOW CORE I "a9x"S 91000 TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 127.92 SQ. FT.* *INCLUDES PPO - BATH OASIS WINDOW ATION '9 1/4 99 = 19-099 I O 0 I 00 l TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON FIN. GR�6Mb"EPIEbOfZ-- IN. GRADE 6:12 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT ® PARTY WALL PRE)V+BE CONTROL JOINT 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH -I W Q O Z s•72 p 6:12 1— CL 6:12 1"x6" RAISED STUCCO f -y 8• �2 PLASTER FRIEZE TRIM U W/ SMOOTH FINISH (TYP) cn W NOTE: 9' HIGH RAISED 6:12 Q CEILING IN BEDROOM 2 6:12 TOP OF PLATE ` 1"x6" RAISED STUCCO TOP OF WINDOW �' __ PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW 8 x 0 I SURROUND DETAIL WITH ARCHED Ln Ln l HEADER00 00 I' 6" WIDE SCORED DOOR (SEE DETAIL) G• SURROUND W/ SMOOTH o STUCCO PLASTER (TYP) - 00 I H I , 1"x6" RAISED STUCCO F.G. F.G. 7/8" STUCCO PLASTER FINISH 1 (2ND FLOOR TYP.) PLASTER SILL W/ SMOOTH - FINISH (TYP) 6'�2 1"x6" RAISED STUCCO PLASTER TRIM FIN. SECOND FLOOR El -... PROVIDE CONTROL 6.12 W/SMOOTH FINISH E(TYP) � o w JOINT �� cv TOP OF WINDOW 6"WIDE x18 1/2" HIGH x 18 ��• I, ° 12"x12"x1" SQUARE RAISED ------ -- 1/2" PROJ. PTD. �® N W �10° "A �� a Z LYURETHANE BRACKET NO. zw d, a•'� ©O a` x STUCCO PLASTER DETAIL W/ BL2955 BY SPECTIS OR EQUAL U a Q;a .� U_ rn SMOOTH FINISH (TYP.)Z2 (TYP.) � ;� ®. ` i-� 44� 4 1. - J 00 SMOOTH FINISHED WINDOW 11:711:71 ❑ m E: I AND DOOR SURROUND 1/2" STUCCO PLASTER FINISH DETAIL WITH FLAT HEADER ( (GROUND FLOOR TYP.) tt/ttrl�1�ee�' __ O (SEE DETAIL) - _ 61111 B 5"x3" PREFORMED STUCCO TER TABLE (SEE DETAIL) FIN. GROUND FLOOR _ -1- PRECAST STUCK -ON -_ C❑ STONE VENEER co FIN. GRADE TOTAL GLASS AREA ON FRONT ELEVATION = 47.42 SQ. FT. o '9 19 Wzrno� FRONT ELEVATION B w Q~owe cn 1/4 " = 19_099 � �z 0 /1 cr �Axoa CD 20 0cnzE­H� C — zo��cq zz �o ox J � �Qa 6:12o�Cqa Ljj W Z W 8:12 = 'I � � W Rx 1/2" HIGH x 18 1/2" ROJ. PTD.D. POLYURETHANE"B9 9 BRACKET NO. BL2955 BY POD. SIDE ELEVATION SPECTIS OR EQUAL (TYP.) 1/4" = 1'_C 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 7 e---) n R -1110 III oil I I III II al z O= O Rx 1/2" HIGH x 18 1/2" ROJ. PTD.D. POLYURETHANE"B9 9 BRACKET NO. BL2955 BY POD. SIDE ELEVATION SPECTIS OR EQUAL (TYP.) 1/4" = 1'_C 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SHT 0F 6.2B 7 e---) n R m LnILi � z O= O oo E-- Z cnQ W O_ 12 W O = W o Q W U 1 M H Q O a- :5_ : J DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 SHT 0F 6.2B 0 A 12 TREADS ® 10" EACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16° EACH = 10'-8-3/4" ACTUAL 16 TREADS ® 10" EACH TOTAL Fl -R. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS CBI) STAIR 1/4 99 = 19-099 SECTION i 00 M co O r— 0 00 0 Z "I :� BUILDING SECTION 1/4 99 /4" = 19-099 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL3" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR LA' TUB /SH WI �n iuivi�� rrn i � CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. P"LUMBING" RISER DIAGRAM N.T.S. 7- 0 O I— n U c/) w Q ````11111111111'�d�s Li 00 Qom'.•• d' U. � •� N Liu '" 0� z a 4k'01 74 jit "�► J ��'`E1161111111��`` J OJ i`- 0-0 O W z U) to rn O0-4 OE. z A c000 o xQ U �Axoa � U1ZEE�`' o� o 0 w o a Zoa�a -114 Li Li z z N .. DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 603B SHT OF w 12z 00 O f-- zQ w0J 12 O = w Y Q W j2:� Q O n n :2 -1 F-- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 603B SHT OF 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 2" PVC WITH 150 AMP -__ (3) #2/0 THHN PANEL __ /ALUMINUM El - - - 150 MP METER 2/0 ALUMINUM-' DI C. SERVICE CABLE #4 COPPER GROUND PER NFPA 70 - - ARTICLE 250: GROUNDING AND BONDING ffriffilffiffluall, _111,11/11MIll M we I RISER MICROWA\ ABO\ PROVIDE SWITCF UNDER CUN' ELEC* 0 FOR TFUTURE DISPO`. O J -BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT SECOND FLOOR 1/4 " = V-0 " DE ATTIC / SWITCH GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN a NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM o FRONT OR REAR OF THE BUILDINGS. U-) } 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT TYPICAL LIGHT SWITCH SPARES. TYPICAL WALL OUTLET ELECTRICAL KEY NOTES OAIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. 40 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ODISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTRICAL 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS, LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTFD THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER), NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, lb AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTFD BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. FLECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co Q SMOKE DETECTOR EXAUST FAN COMBO I..L SMOKE DETECTOR WALL MOUNTED U SWITCH $ LIGHT FIXTURE Q CEILING MOUNTED LLLI 3—WAY SWITCH LIGHT FIXTURE 4 -WAY SWITCH $4 RECESSED CAN LIGHI FIXTURE DIMMER SWITCH ° RECESSED VAPOR � PROOF FIXTURE 110 V OUTLET W Q FLOODLIGHT ` SWITCHED OUTLET 0 FLOURESCENT C� GET OUTLET = LIGHT CEILING � MOUNTED Y 220 V OUTLET STD. LIGHT `\ � //> DIRECT WIRE FIXTURE BRACE U & PRE WIRE FOR TV JACK FUTURE FAN T. PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE spa]- O o - C. CODE SIZED J BOX (� WITH BLANK COVER Y W F— Q 0 El Ln Q U I..L W J U z ~ W Q LLLI 2 V) El DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 6.4E Ln 0 C) zQ � W J 0 W 0 = W � Y >-Qw U J c):f Q O o - C. BJH DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 6.4E GENERAL NOTES DOWEL PLACEMENT PLAN DESIGN REQUIREMENTS FLOOR FRAMING PLAN 1 DESIGN LIVE LOADS (MINIMUM): ROOF FRAMING PLAN A FLOORS - 40 PSF LINTEL PLAN B BALCONIES - 60 PSF FOUNDATION DETAILS C DECKS - 40 PSF GENERAL DETAILS D STAIRS - 40 PSF GENERAL DETAILS E ROOFS - 20 PSF GENERAL DETAILS WIND DESIGN LOAD INFORMATION - + 31.6 (PER FBC 2010, REF. ASCE 7-10) DOORS CS'x6'-8") 1. ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH 2. WIND IMPORTANCE FACTOR = 1.00 DOORS (12'xa') BUILDING CATEGORY = II - 30.0 3. WIND EXPOSURE (ALL SIDES) = B + 18.5 4. INTERNAL PRESSURE COEFFICIENTS GARAGE DOOR ENCLOSED BUILDINGS = +/- 0.18 - 20.9 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -48 PSF, +36 PSF FOR ROOF LOCATIONS: -42 PSF, +33 PSF 6. CONSTRUCTION TYPE 5 B EXPOSURE CATEGORY B FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3, FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1 • WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON 6. fhM§ ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS : TOP CHORD : LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF SHINGLE TYPE ROOF C VER) DL = 20 PSRTILE TYPE ROOF COVER DL = 14 PSF AT DORMER OVER -FRAMING BOTTOM CHORD : DL = 10 PSF WIND LOAD : SEE DESIGN REQUIREMENTS 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS CEILING CONSTRUCTION 1, USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND. 2. STRAPS CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHERS. DRILL & EPDXY w/ SIMPSON SET EPDXY 0 5" MIN (IMBED. WASHER MAY BOEN USIEDN ILO 1/2" JHD D BOLT ANCHORS W/ LBP1 /2 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. 10. BLOCK BLOW-OUT AT PARTY WALLS WHERE BLOCK BLOW-OUT IS CAUSED BY EMBEDED 1/2" ATR, PATCH THE BLOCK w/ EPDXY THEN INSTALL AN ADDITIONAL 1/2" ATR 8"- 12" AWAY 0I W, il 1� 00 6 UNIT BUI DINU BUI�LDINOU 11#19 INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD 1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS DESIGN FiMSISURE5 OPENING TYPE END ZONE MID ZONE ZONE 5 ZONE 4 WINDOWS + 35.3 + 35.3 - 47.2 - 38.2 ENTRY DOORS + 33.7 - 44.0 + 33.7 - 36.7 SLIDING GLASS + 31.6 + 31.6 DOORS CS'x6'-8") - 39.8 - 34.6 SLIDING GLASS + 30.0 + 30.0 DOORS (12'xa') - 36.7 - 30.0 9'-0" x 1'-0" + 18.5 + 18.5 GARAGE DOOR - 20.9 - 20.9 16'-0" x 1'-0" + 17.7 + 17.7 GARAGE DOOR - 19.7 - 19.7 MINIMUM DE51GN PRESSURES 5A5ED ON: REF. STANDARD A5CE 1-10 WIND SPEED (VULT) (3 SEG. GUST) 139 mph. EXPOSURE CATEGORY B BUILDING TYPE ENCLOSED W a 0 0 F- 11 Q� U U) W M i Ld �ttttyii�ti��� w c uj 90 o Z . z Ww 00 U °• L► • M • co 0 of '004,010 N LTJ Z �- U) L) 10 0 Az� •.�� c� L co z cn r z -� 0;j 0 j CO z c � 0 co PQ a�oz o D cl) d ~ 0ry a�z EOEw f� x w ~ F --o UCO� a W W V) 0 a v s v) 0 w 0 U L r-- III.-, r 0 m OL Z 0) io V) co 0 s p 0 = W � �Qrn UQ W _ (� 0QOp �Jm DESIGN DRAWN CF LA CHECKED CFG DWG.No. 2113764 JOB No. SCALE AS NOTED DATE 08/20/12 si SHT I FOUNDATION PLAN 3/16"=1'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND 0 EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". d J z0 iom Ldp ao 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. Q 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY. COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF PER TABLE R401.4.1 OF THE 2010 FBC-R. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING CAPACITY OF 2000 PSF IS PRESENT PRIOR TO FOOTING PLACEMENT. S1'M50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 9'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTC:. TO TIE BEAM. 41 INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. POO CUM a p;, 7- 0 0 0 (n LLI 0 �7j a O N JJ '` ewe• •••.� �-tr LLi✓' � , sem � • i %s� �'• N W " i r� O • , _� nW e* p Z 1� U s!� 0 ` p�` G� t 5 �i mew �✓ ��oa.� A0 J • 'psi �•••;...••Q�t� d J z0 iom Ldp ao > Z Q SHT S2 Z ��oa.� A0 0 z0 iom Ldp ao > Q z.4w 0 �aF� o LLI J Z o x vi I a g F- F,oaCqH z > F- O V 5y • . . 2 LLI V) ti N I H Q _ b e WO c 5 O Ln IB X70) LLI 0 0 0 a = L,J Q Q) La --) �-U� 0 0 � CL �Jm DESIGN DRAWN '.-.. IDWG.No- CFG LA A CHECKED CFG 211.3764 JOB No. SCALE AS NOTED DATE 08/20/12 SHT S2 Duf-""WEL PLACEMENT PLAN 3/16"=1'-0" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 9'-4" O.G. MAX UN.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. N �a ••,•iii}►•••••,•/_�t'i'�.� 0 ,•• d LL •'• O W z! 00 Q �i • a G' w • If, E,S •� .! vi L J • ••ct a c 54 dl�lll 3 LL. a Z"' z W M m W U o Q w a- F- LLi LLJH W �= O N 0 0 V) 0 0 WO v- 0 1 - OI = Ln �z� � W�(n O Q = 0 wJ �- < °' �U Q LLI �U� �0QO� CL I m DESIGN CFG CHECKED CFG DWG N z 0 10 En WzC)i �Wztn o� F z (D zoom A m cn z� w ooc 0 z C4C4 �1I O U� DRAWN JOB No. 2113764 per, SCALE AS NOTED DATE 08/20/12 W a 0 S3 SHT z O CL U ILL] 0 i A V w N �a ••,•iii}►•••••,•/_�t'i'�.� 0 ,•• d LL •'• O W z! 00 Q �i • a G' w • If, E,S •� .! vi L J • ••ct a c 54 dl�lll 3 LL. a Z"' z W M m W U o Q w a- F- LLi LLJH W �= O N 0 0 V) 0 0 WO v- 0 1 - OI = Ln �z� � W�(n O Q = 0 wJ �- < °' �U Q LLI �U� �0QO� CL I m DESIGN CFG CHECKED CFG DWG N z 0 10 En WzC)i �Wztn o� F z (D zoom A m cn z� w ooc 0 z C4C4 �1I O U� DRAWN JOB No. 2113764 per, SCALE AS NOTED DATE 08/20/12 S3 SHT LA HATCH IN ICATE5 FIRE HATCH INDICATES FIRE HATCH IN ICATES FIRE HATCH INDICATES FIRE RETARDA T PLYWOOD RETARDANT PLY OD RETARDA T PLYWOOD RETARDANT f=LYtil OOD I s t FLOOR F PLAN 3/16"=1'-0" CONNECTOR LEGEND ❑ (1) META16 FLOOR TRUSS TO CMU 1) HTT4 w/ 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK # JACK STUDS TAG HEADER SOLID IN FLOOR BETWEEN COLUMNS F2] HTS16 12 HUC210-2 ❑ LSTA24 BEAM/GIRDER TO COLUMN 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING 1/2" SPACER 0 HDR ®I 4❑ w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 14 (2) MTS16 COLUMN TO GIRDER BELOW EPDXY MIN. 5" EMBED 1/2" SPACER STUD TO HDR ® EA. END D (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED DRILL & EPDXY w SIMPSON SET EPDXY 1/2" SPACER STUD TO HDR 0 EA. END ❑ HUC410 BEAM TO B/U COLUMN 16 ❑ LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD, 8" EQUIV. H2X12 1/2" SPACER MIN. EMBED w/ SIMPSON SET EPDXY OR ❑ LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED SUL26, TRUSS TO LEDGER 8❑ HU210-2 18 SUR26, TRUSS TO LEDGER 9❑ (2) HTS16 TRUSS TO COLUMN OR TO HEADER 19 MSTC28 COLUMN TO TRUSS BELOW 1m HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK Z0 HHETA16 TRUSS TO CMU JOB No. SOLID IN FLOOR BETWEEN COLUMN AND CMU SCALE IOFHEADER SCHEDULE MSTAM36 BENT 90 DEG. # JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER 2X10 AND TO BLOCK U.N.O. SHT (2) 2X6's w/ END KING STUD T H2X6 1/2" SPACER 0 HDR ®I 1 (2) 2X8's w/ (8) 16d END NAIL KING H2X8 1/2" SPACER STUD TO HDR ® EA. END 2 W (2) 2X1 O's w/ (10) 16d END NAIL KING H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 (2) 2x12's w/ (10) 16d END NAIL KING H2X12 1/2" SPACER STUD TO HDR ® EA. END 2 COLUMN SCHEDULE A> 1 (2) 2x4 SYP #2 BUILT UP STUD COLUMN 8> (3) 2x4 SYP #2 BUILT UP STUD COLUMN C> 14x4 PT SYP #2 COLUMN D> 1 (4) 2x4 SYP #2 BUILT UP STUD COLUMN E,> 1 (2) 2x8 SYP #2 BUILT UP STUD COLUMN F> 1 (3) 2x6 SYP #2 BUILT UP STUD COLUMN NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END TRUSS PER PL CONNE( PER PL (2) 2X 1/2" 1 INDICATES BEARING FRAME WALL 2x's ®16" O.C. GENERAL NOTES 1.FLOOR JOIST HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST COMPANY 2. REFER TO TRUSS MAN. DRAWINGS FOR TRUSS DESIGNATIONS 3.ALL TRUSS/BEAM TO MASONRY CONNECTION TO BE META -16 (U.N.O.) FLOOR NAILING SCHEDULE FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.O.) WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES) NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. nv�.•+ 1 v O ENTRY BEAM DETAIL 1 1/211=1l -m„ (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS ® 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS ® 16" O.C— FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPCONS 12" O.C. CMU WALL PER PLAN O EYEBROW DETAIL 2X4 FRAMING OR PRE -ENG. TRUSSES ® 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4) 10d NAILS FOR CONV. FRAMED MEM. ONLY 2X6 FACIA 3/4".1'-oll P1 7- 0 0 ry U W n �II!li l!'Iw II I I I ,N I I I I ry a Rr ♦♦ ♦```,� N e • (d'_ r W r Ga ~ �LLI �•a� Z O r--, O Q � ,� p� ac z • z N, WU W ct" F- I �` N e g Q ee i L1�eecl iL_ a rWoz Co 'op o Q CL Z 0 02 w z°''� A~pWM Z i- EzE .4 �� Z0pm m a "mi aMoz c aOaC z W 0 ate. a HpE­�E+ O Z U cl LL. W W -+- N V) c � c w0 Lin 5A of z Ln AZO) �A AS NOTED DATE 08/20/12 0 0 S4 SHT U Q W — �QOJ a J m DESIGN DRAWN CFG LA CHECKED CFG 52 DWG.N0' 2113764 JOB No. => SCALE AS NOTED DATE 08/20/12 S4 SHT CONNECTOR LEGEND aj (1) META16 FLOOR TRUSS TO CMU 1) HTT4 w/ 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK F JACK STUDSHEADER TAG HEADER SOLID IN FLOOR BETWEEN COLUMNS D HTS16 12 HUC210-2 ❑3 LSTA24 BEAM/GIRDER TO COLUMN 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY e LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING 1/2" SPACER STUD TO HDR 0 EA. END 1 w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 14 (2) MTS16 COLUMN TO GIRDER BELOW EPDXY MIN. 5" EMBED 1/2" SPACER STUD TO HDR 0 EA. END 51 (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED DRILL & EPDXY w SIMPSON SET EPDXY 1/2" SPACER STUD TO HDR 0 EA. END 2 HUC410 BEAM TO B/U COLUMN1- rp]MIN. LTT20B POST TO CMU w/ 5/8" ALL THREAD ROD, 8" EPDXY OR EQUIV. H2X12 1/2" SPACER EMBED w/ SIMPSON SET 2 LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 1i SUL26, TRUSS TO LEDGER F8 HU210-2 18 SUR26, TRUSS TO LEDGER F9 (2) HTS16 TRUSS TO COLUMN OR TO HEADER 1.3 MSTC28 COLUMN TO TRUSS BELOW im HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK 2O HHETA16 TRUSS TO CMU SOLID IN FLOOR BETWEEN COLUMN AND CMU 2nd FLOOR FRAMING PLAN 3/16"=1'-0" I COLUMN SCHEDULE I IO I (2) 2x4 SYP #2 BUILT UP STUD COLUMN I 13�> (3) 2x4 SYP #2 BUILT UP STUD COLUMN G> 14x4 PT SYP #2 COLUMN D,> 1 (4) 2x4 SYP #2 BUILT UP STUD COLUMN (2) 2X10 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (5) 10d ® = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (3) ROWS OF 10d NAILS 0 6" O.C. PER ROW, STAGGERED 3" HEADER SCHEDULE I F JACK STUDSHEADER TAG HEADER FASTENERS (U.N.O.) EA. END OF s t�OkD • .:� � � U.N.O. (2) 2X6's w/ (6) 16d END NAIL .KING e H2X6 1/2" SPACER STUD TO HDR 0 EA. END 1 (2) 2X8's w/ (8) 16d END NAIL KING H2X8 1/2" SPACER STUD TO HDR 0 EA. END 2 (2) 2X10's w/ (10) 16d END NAIL KING H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 (2) 2x12's w/ (10) 16d END NAIL KING H2X12 1/2" SPACER STUD TO HDR 0 EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END TRUSS — PER PLAN CONNECTION PER PLAN (2) 2X 10 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS 0 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 0 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM 16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG= AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUCQ410-SDS J (2) 2x8 SYP #2 BUILT UP STUD COLUMN INDICATES BEARING FRAME WALL 3 2x6 SYP #2 BUILT UP STUD COLUMN 2x's 016" O.C. I ENTfRY 5EAM C)E I AIL 11/211811-011 MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN W a 0 a Licm04 a � z 0 wz°'0� �-+ Cit Z A o mr- .� drz� 040 � U) m a�oz o O 4 W o L) o RLd O J � �c'1 a R H O FOF�.,�E+ L� o L) W W �V N 0 Wv) 00 O I p _ ,n Zrn LLI 0 N ��_ 0f'- 0 0 s = Ld cr) U Q LLI � U r apJ � J 00 DESIGN DRAWN 5e CFG LA A CHECKED CFG 53 DWG N °' 2113764 _ JOB No. SCALE AS NOTED DATE 08/20/12 S5 SHT o yy� � • d' LL. a'• tee," A O s t�OkD • .:� � � r� e °' 2113764 _ JOB No. SCALE AS NOTED DATE 08/20/12 S5 SHT L9F16 L9Flb L9F16 L9F16 L9F16 L5F16 L5F16 L9F16 L9F16 L5F16 L5F16 L9F16 L738 TYPE DESIGNATION F = FILLED W/ GROUT =-= U = UNFILLED LJcoJ \ Z Z LINTEL MARK NOMINAL HEIGHT 7-5/8"ACTUAL 8" NOMINAL WIDTH FILLED #5 REBAR AT TOP MIN. (1) REQ'D LOAD TABLE �1-1 /2" CLEAR W/(1)#5 TOP & BOTTOM) LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED QUALITY PRECAST CO., LOTT'S CONCRETE. STANDARD LINTELS tj DATA FROM THE C.M.U. APPROVED MAN. CAST—CRETE, RECESSED LINTELS—FILLED Q= CLR. OPENING 2'-2" 8" UNFILLED 8" DEEP_ 00 \ J Z MARK GROUT �Z o 2231 #5 REBAR AT BOTTOM R1 3'-0" 1691 5206 L2 OF LINTEL CAVITY 1783 • BOTTOM REINFORCING 8974 10000 R2 PROVIDED IN LINTEL 1425 5206 #5 REBAR AT TOP MIN. (1) REQ'D 1-1 /2" CLEAR C. M. GROUT jo (VARIES)-5/8"ACTUAL 8,, NOMINAL WIDTH UN -FILLED BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. L3F12 = L3F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST—IN—PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D—AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. �xF'xxx —Precast Lintel R6Fi4 L3F16 w F_ Q 0 Z 0 n U U) Ld 0 Sr�a w v ,111,1y111111�, p �,•@� eeeeeeeee rC -.j M c�t = N*�(fit V o u.t ct CA x, V;. eeeeeNeeee kap Q Q 0 I Z Li Z Cq 0 a Ez �:40 � ch z u N A C0w _1 Boz o LLI 0 04 v F_ Rik Z 91 .. Z91 z u 0C 00 w J vi a �oEw O PA H w V) 0 P — V) 0 w0 v- Lin c 0 1 = Ln Zrn 0 w�V) 0 0 =w 0 U Q w Q 0 J EL 12 J m tX DESIGN DRAWN U) CFG LA rl •a CHECKED CFG DWG.No. 2113764 JOB No. ._ .____--- SCALE AS NOTED DATE 08/20/12 - S6 SHT PRECAST LINTEL LOAD TABLE (COMPOSITE W/(1)#5 TOP & BOTTOM) LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED QUALITY PRECAST CO., LOTT'S CONCRETE. STANDARD LINTELS FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST—CRETE, RECESSED LINTELS—FILLED MARK MAX. L1 CLR. OPENING 2'-2" 8" UNFILLED 8" DEEP_ 16" DEEP 24" DEEP 32" DEEP MARK MAX. CLR. OPENING 6" DEEP 14" DEEP 2231 3069 6113 8974 10000 R1 3'-0" 1691 5206 L2 2'-10" 1783 3069 6113 8974 10000 R2 3'-4" 1425 5206 L3 3'-4" 1343 2693 6113 8974 10000 R3 3'-6" 1320 5206 L4 3'-10" 1217 2165 6113 8672 10000 R4 3'-8" 1230 5206 L5 4'-0" 1006 1663 5365 7342 10000 R5 4'-0" 1081 4567 L6 4'-8" 860 1651 5365 7342 10000 R6 5'-0" 846 3810 L7 5'-2" 710 1423 4360 6036 8328 R7 6'-0" 693 2738 L8 L9 5'-10" 6'-10" 570 1232 3480 8360 8825 R8 7'-0" 526 1568 488 991 2661 5681 6472 R9 8'-0" 415 1436 L10 7'-8" 416 752 1843 3486 6390 R10 1 9—'0" 415 1436 L11 8'-8" - 354 72.6 1843 3486 6205 L12 9'-10" 315 618 1533 2781 4754 L13 10'-8" 292 567 1366 2423 4006 L14 11'-4" 277 525 1254 2193 3552 L15 11'-10" 255 471 1075 1838 2883 L16 12'-8" 239 458 1075 1838 2883 L17 13'-4" 0 430 1002 1697 2630 L18 14'-0" 0 418 1234 1779 2662 L19 14'-8" 0 379 1160 1660 2439 L20 16'-8" 0 288 950 1379 1997 L21 18'-8" 0 224 750 1177 1676 L22 19'-4" 0 180 598 1114 1468__ L23 20'-8" 0 177 598 1024 1441 L24 21'-4" 0 164 550 981 1376 L25 23'-4" 0 129 450 824 1147 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. L3F12 = L3F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST—IN—PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D—AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. �xF'xxx —Precast Lintel R6Fi4 L3F16 w F_ Q 0 Z 0 n U U) Ld 0 Sr�a w v ,111,1y111111�, p �,•@� eeeeeeeee rC -.j M c�t = N*�(fit V o u.t ct CA x, V;. eeeeeNeeee kap Q Q 0 I Z Li Z Cq 0 a Ez �:40 � ch z u N A C0w _1 Boz o LLI 0 04 v F_ Rik Z 91 .. Z91 z u 0C 00 w J vi a �oEw O PA H w V) 0 P — V) 0 w0 v- Lin c 0 1 = Ln Zrn 0 w�V) 0 0 =w 0 U Q w Q 0 J EL 12 J m tX DESIGN DRAWN U) CFG LA rl •a CHECKED CFG DWG.No. 2113764 JOB No. ._ .____--- SCALE AS NOTED DATE 08/20/12 - S6 SHT w Q a 3/4" RECESS 1/2" G.W.B. OVER VAPOR 8" GMU BLOCK 8 CMU BLOCK OF 2x'SB16 C51DE PER SPECSFG� GLASDS ING DR. BARRIER W/ R-3 INSUL. 1/2" G.W.B. OVER VAPOR " BETWEEN 3/4" P.T. VERTICAL II BARRIER w/ R-3 INSUL. SP -4 (2x4) / SP -(o (2x6) ° FURRING 24" O.C. BETWEEN 3/4" P.T. VERTICAL I� II /SP -a (2x8) ° C1) FROM FTG, t0 FURRING 10 24" O.C. I 1/2 x WEDGE EACH SCUD ° LOPE TIE BEAM SPLICE TO ANCHORS (o FROM 3-1/2" CONC. SLAB µ I� BE MIN. 30" GROUT I I I (1) S FROM FTG. TO EA. END OF WALL TOP 8 BOTTOM a w/ FIBERMESH REINF. CELL SOLID 3 1/2" CONC. SLAB I TIE BEAM SPLICE TO AND 32" O.C. ° ° BE MIN. 30" GROUT PT. BOT. PLT. a SILL F MED ON SITE OVER 6 MIL. I w/ FIBERMESH REINF. I CELL SOLID SHUJR. I I INTERIOR OVER 6 MIL ° ° XP JOINT I e e VAPOR BARRIER I ° � � ' � ° Z VAPOR BARRIER 4 ° ° e-_° '.--.•_,°- IIIIIillillllll� II • _ ` IIIIII�Ii� III --I GRADE iv — a•I •+ I- _ ALUMINUM THRESHOLD a- _� I I -1 I hI 11= a GRADE —_ 1=1 I i i I I -1•i 1=1 11=1 I - -1 111= -1 I -I (2) "5'S coNt!-III I I I I -I 11=1 I I III -1 I I- 3-1/2" CONC. SLAB v I I I—III III— SLOPE 1 I II I —°� 4 ISI Ll = Q 1=1 I I- I I I- '_z W/ 3" MIN. CLEAR �, ; I I I I (2500 P.S.f.) W/ r =1111ILL FORMED ON Slt� ,. ,' < - • °� • _ 11= � 8" all 6x6 10/10 W.W.M.wWMw �- I — — --_ = I=III A/C CHASE -1 1 °; I -III AND 6 MIL. VAPOR 3/4" RECESS 0 III .- I --1 I (=1 I-I�— II- 1=—=—= — — — — I—Illi, PVC SLEEVE TO �=I I I _ ,� �� p III—_I WHERE 2ND STORY OCCURS BARRIER MONOLITHIC FOUNDATION' I I- 1 - i �� I I=1 INWI ==1 1=1 I III- BE TWICE THE 4 —I �_� -==1 I i= I=� �—GL AN m II -111_1 = III=III— I� FTG SHALL BE 1'-8" WIDE W/ (2) 05 DIA. RODS CONT. I I— E -III —III=" DIAMETER OF ° e _ ° 4 ON CHAIRS 1'-4 —I I 1 COMPACTED FILL PROTECTED PIPE —III III—III-III— I I-� W/ (3)S BARS ° e m 9590 STANDARD � I—I 11=1 I I=III= III a DENSITY 1'-0" 611 11_411 UPLIFT CONNECTORS SUCH AS 5P's, H's, AND ANCHOR BOLTS ARE NOT PER FG, a° WHERE 2ND STORY OCCURS (1) 05 CONT. REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS S ° ° ° REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. S ° FTG SHALL BE 1'-8" WIDE W/ 3" MIN. CLEAR ° w/ (3) 05 BARS EXP JOINT i 1 FOOTING SACT I ON 2 SHUJR FTG 3 Ld � EXTERIOR DOOR U/5LOCA NTS DETAILNTS CHASE DETAIL NTS INT. FTC. NTS POURED 5ILL5 NTS W O UU � • . w cK Lin � '�,,pp'�� • 5 O 1/2" GYP. BD. EA. SIDE OF FILLED CELL �j!I <�+`�O 2x'5 m 16" O.C. pill% 3 1/2" J -BOLTS eo" FROM a NON -LOAD EA. END OF WALL I BRG. WALL AND SPACE 03211 O.C. GARAGE 411 ]Irin 9 l' (6" MIN. EMBED) NO 2 1/4" I cv a CMU BLOCK 3 I/2" CONC. SLAB Z I I _w A� OWED ANCHORS SP -4 (2x4) / 5P-6 (2x(o) TOP VIEW w CORNER J cp /SP -8 (2x8) 'II z u.l I I m EACH STUD (1) 05 FROM FTG. t0 3 1/2" CONC. SLAB N II TIE BEAM SPLICE TO -- -- -_- GRADE I } Pt BOT. PLT. TOP BOTTOM w — —I I •_ = I • s _—_ _ } C GARAGE WALL w/ FIBERMESH REINF. (X II BE MISOLID.5GROUT L_ w z p� -i I -III -1 III -I i I -I I i _> 4 -0.-- --- OVER MIL. Q W A'-' c CQ �.---- ---- . °__-- VAPOR BARRIER } o co i- I __ - _ - --- ------ ; - - d w z c' a 1 4. W • • • °•. - • as " • - : •.�. E" z wow I • ° 3 1/2" GONG. SLAB 411 - — —a, —, C V y -I 8" x 8" THICKENEDO a .7 II— r GRADE Z C3) "B'S CONT. m ° O m SLAB w/ ll) "5 CONT. (2) "5'S CONT. �-- ! ., E~ W/ 3" MIN. CLEAR 11 „N % W/ 3" MIN. CLEAR 811 all 10 10 �' ,d —il � I I I I •° � `I •_. 111= I I - O O =1 I I=1 I=1 i=1 1= *' III=1 1= ; I I III I I x. ,• �: 11=1 I I F a A F, c*) " z v� UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT d REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS I I Ii III=III=III=1 I I=III= I III — c O z 8 x 8 THICKENED —I I _= I_ U w O REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. I I-1 I Ii II =1 I (—III -I I=I i EDGE W/ (1) "5 O . O x _ MONOLITHIC FOUNDATIO I —III—III I W _I I I_I I I -III --III= CONT. _ z � v� � a W/ (2) 05 DIA. RODS 1 L1 CLEAN � —� E.; E, CONT. ON CHAIRS 1_411 COMPACTED FILL ~ E" O p; Cq a g 9EM STANDARD ZO L) d � WHERE 2ND STORY OCCURS DENSITY O� W � FTG SHALL BE 1'-8" WIDE W Lu/ (3) "5 BARS _ OFF5ET FOOTING 8 OFF5ET FOOTING TSI I CfG�N�D �OC�� N THIC<ENED EDGE ONON5EARINGNTS 5E,4 INCA 3/� 1 � GARAGE CUR53 0 NTS�� _ � _ �� 9 ' 'GARAGE DOOR NTS 1� DETAIL NTS P — U! O Wp O 1 zU 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK A Z 0) 00 1/2" G.W.B. OVER BARRIER W/ R-3 INSUL. BEYOND 1/2" G.W.B. OVER U) 1 1/2" P.T. VE CMU BLOCK BETWEEN 3/4" P.T. VERTICAL VERTICAL I FURRING 6 24" O.C. 1 1/2" P.T. VERTICAL II 8" CMU BLOCK L O FURRING m 24" O.G. I FURRING 24" O.G. EXTERIOR DOOR I F- (1) S FROM FTG. TO I (1) "5 FROM FTG. t0 S O 0 II TIE BEAM SPLICE TO 3-1/2" CONC. SLAB II TIE BEAM SPLICE TO W (3) w" M CONI. BE MIN. 30" GROUT (3) "5'5 CONT. BE MIN. 30" GROUT w/ FIBERMESH REINF. W/ 3" MIN. CLEAR o W/ 3" MIN. CLEAR II CELL SOLID OVER 6 MIL. TL. THRESHOLD SET IN SEALENT II CELL SOLID Q VAPOR BARRI Lu I J o) a , ? 10 1/211 Y -I e _(I -I 11�_�1 -III 1. W1_1 .I1II--i - I i- •` ° a- .•s a •a_. a_ 4 ._-1_IIIII. i II III -_II II I � -I;II °° aa ll=III-1 I I�—I I —III _1 I I _ e- =�1 VI - I I I�-I I-II—I III I I ° `� —a f_ s,—°— ^• 1 I° ::• •,• -a-. "-' —• ° a —'•— •—•—I 'I —i-I—I—I-I —I i �I -I ' W _II=I a.•° 4 GRADE ------ — ° I III Q O 'jj_ cr_U J0 ._ III--:� � L_I � I=1 � I=1 �=III ° ° III=III-CLEAN -III=III=1 I'° .. _°• 4 •• �=1 I I=1 11= _ C J m _ __ ___ DESIGN DRAWN II _..._ii1_111-111_11► II III 77 I I=I I I COMPACTEDSTANDARD I =1 I I=1 11 I I I=III=III=III=III I I II I I' CFG LA 1I II II - I I—I 111=1 I-1 I I—III— 95'' I=11 —I i l=III-III-III= I_ _._ 8Ilk 21-011 8 MONOLITHIC(DIA. CONI! I I —1 I � I I I�,; I I� DENSITY SI1 -- 2 _011 SI1 y CHECKED CFG ON CHAIRS 1111' DWG.No. 2113764 JOB No. WHERE2ND STORY OCCUR� SCALE AS NOTED FTG SHALL BE 1'-811 WIDE W/(3)05 BARS DATE 08/20/12 _- f'ART%Yo' WALL 12 ENTRE DOOR 13 GARAGE CURS 1� NOT NOT . FOOTING 3/���_��_�„ DETAIL NTS AT FART"I"WAL 3/� —� � U5ED U5ED SD1 SHT 1/2" GYP. BOARD DECKING PER FLOOR NAILING - SCHEDULE 1/16" O.S.B. SHEATHING 2x4 STUDS im 16" O.G. 2x4 BOTTOM PLATE TRU55 PER PLAN 1/2" ANCHOR BOLT w/ WASHER e 32" O.C., DRILLED AND EPDXY w/ SIMPSON SET EPDXY, OR EQUIV., MIN. 4" EMBED 8d NAILS a 3" O.G. WALL SHEATHING TO BOTTOM PLATE O.S.B. TO OVERLAP SOT. PLATE 1 1/4" (MIN.) — 8" CMU WALL NOTE: REFER TO TRUSS MAN. SPECS FOR BLOCKING REQ. 1 2 5TORY CONNECTION PARALLEL WALL 11/2'=1'-O„ O 1/2" GYP. BOARD V 1/16" 0.5.8. SHEATHING 2x4 STUDS a 16" O.G. DECKING PER FLOOR NAILING 2x4 BOTTOM PLATE SCHEDULE Ld ATTACH RIBBON BOARD TO TRUSS w/ (3) 10d NAILS ATTACH SHEATHING TO . RIBBON BOARD WITH 3 i a ad NAIL5 6 3" O.C. ATTACH SHEATHING TO FLOOR TRU55ES WITH (2) Sd NAILS EVERY 3" O.G. I d 1/2" GYP. BOARD • META16 PER PLAN d PT lx NAILER AS REQ'D. 8" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 2 5TORY CONNECTION FERF, WALL 1 1/2" = 1'-0" WALL TO FLOOR TRUSS CONNECTION DETAIL 1%" GYP. BOARD DECKING PER FLOOR NAILING SCHEDULE (2) 10d NAILS w 6" O.C.- THROUGH 2X4 INTO TOP CHORD OF TRUSS 2x4, CONTINUOUS META16 os EACH TRUSS VERTICAL 11/2 " GYP. BOARD PT Ix NAILER AS REQ'D. - 1/16" 0.5.8. SHEATHING 2x4 STUDS 9 16" O.C. 2x4 BOTTOM PLATE 8d NAILS 6 3" O.G. WALL SHEATHING TO TRUSS BOTTOM CHORD 2 STOR*r CONNECTION }'',f RALLEL WALL 1 1/2'=1'-0" 1/16" OSB OR 1/2" PLYWOOD LvL OR GIRDE PER PLAN Sd NAILS 6 3" �. BOARD slG PER NAILING ULE NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. B, NAIL TO BRG WALL PER :ONTINUOU5 FROM TOP OF .ATE TO BOTTOM PLATE. I ro " O.C. BOTTOM PLATE DOWN HI0 COR H10-2 FOR BOTTOM PLATE TO EACH SLIT FLOOR DECKING TO ODATE 5TRAP A.F.F. BRG. HGT. TRU55 PER PLAN (I OR 2 PLIES) 2X4's m 16" O.G. (TYP) 11/2 " GYP. BOARD FLOOR DECK 1" 21'-011 2X NAILER W/ (2) 10d NAILS 6 16" O.G. ROOF SHEATHING FASTEN PER PLAN EXT. SHEATHING CONT. FROM TOP PLT. t0 BOT. OF GIRDER, FASTEN PER PLAN GIRDER PER PLAN 2X NAILER W/ (2) 10d NAILS m 16" O.G. TRU55 WALL TO GIRDER CONNECTION DETAIL 1 1/2"=1'-m" HU2(o TRUSS TO LEDGER DOUBLE 2X8 LEDGER. ATI lot PLY TO FLOOR TRU55 u 10d NAILS IN EACH VERTIC ATTACH 2nd PLY TO lot PLY WITH (2) ROWS OF 10d NAILS w 6" O.C. PER ROW STAGGERED 3" .L %N MID -POINT BLOCKING BETWEEN SI TRUSS (BY OTHERS) HGAIOKT is 48" O.G., TRU55 TO TOP PLATE DOUBLE TOP PLATE, U.N.O. 51-4 a EACH STUD FIRE RATED WALL SYSTEM, SEE ARCHITECTURAL PAGES FOR DESCRIPTION 2x STUDS is 16" O.G. PER PLAN SP4 m EACH STUD 16" HIGH KNEE WALL, STUD SPACING a 16" O.G. FLOOR BRG HGT ZEFER TO PLANS 1/2" DIA ALL ROD m 48" O EMBED, DRIL w/ SIMP50N OR EQUIVALE 2x4 PT FURRING 6 24" O.C. s" CMU WALL 1) 05 FROM FTG. TO IE BEAM SPLICE 0 BE MIN. 30" ':ROUT CELL SOLID O2 STORY CONNECTION lO TRUSS TO LEDGER I O 2 STORYPARTYUJALL SECTION � STAIRS 6 At PARALLEL WALL Nrs CONNECTION NOTE: CONI` TRUSS TO 1L PER PLAN i TRUSSES AF PERPEND IC TO WALL MID -POINT BLOCKING BETWEEN 5' TRU55 (BY OTHERS) HGAIOKT 6 48" O.C., TRUSS TO TOP PLATE DOUBLE TOP PLATE, U.N.O. 5P4 a EACH STUD FIRE RATED WALL 5YSTEM, SEE ARCHITECTURAL PAGES FOR DESCRIPTION NOTE: ALL Tl - ROD TO BE 'f WHEN ROOF T ARE PERPEN 2x STUDS g 16" O.G. PER PLAN SP4 EACH STUD FLOOR DECKING PER PLAN FLOOR SYSTEM PER PLAN 1/2" DIA ALL THREAD ROD e 48" O.C., 5" EMBED, DRILL d EPDXY w/ 51MPSON SET EPDXY OR EQUIVALENT 2x4 PT FURRING is 24" O.G. 2 STORY FARTYWALL SECTION 0 CMU WALL 1) 05 FROM FTG. TO IE BEAM SPLICE 0 BE MIN. 30" xROUT CELL SOLID Ld Q 0 Z O F- Of U (A W i Ld v Of .414 Lj et °`11111111/,+�� d 04 �e••ee•ee•ees•••'� /Or c W +'+ cr U- '" N Z C O b •. Z •°Z 04 W Ste`C14U �` per. o ae ® 'v� Q N1• t` -c d p a11111111°°°° 0. 0 Q wz°'� U W cazm �3 H z 04004 co z O A co 0-4 a 4 94 N a chv 'it ZHx Imp w a F- Q E''o�,,1 � V / W � W N w 0 dmo0 W O LLJ O 0 7 QiLd 0 O F- 0 0 O = W J 0 v - W O 1— U C a �C w 0 -� -jm — DESIGN DRAWN � CFG E,e, CHECKED CFG DWG.No. 2113764 JOB No. SCALE AS NOTED DATE 08/20/12 y SD2 SHT FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCON5 6" FROM ENDS AND 16" O.C. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES A5 WELL BUCK SPECIFIED BY WINDOW/DOOR ARCH WINDOW MANUFACTURER 1 UJ IV a T�'fi'. CORNERYEfi�T. FRAMING DETAIL NTs WALL REINFORCING pUc_r� or=�_171GD BY WINDOW/DOOR MANUFACTURER (:D DOOR BUCK DTL. (1)05 IN TIE BEAM (1�'5 BAR IN PRECAST LINTEL (2)05's VERTICAL IN GROUT FILLED � I CELL w Q (1)*15 VERTICAL IN GROUT FILLED CELL 1 (AS REQ'D PER PLAN) ' ENTIRE COLUMN TO BE GROUT FILLED NTS 0'-011 FIN. FL. NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC-RESIDENTIAL 2. 2X PT 5UCK5/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW t0 STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX3" NAILS STAGGERED -812" O.G. GEA. 5UCCE551VE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQU IREMENTS(FA5TEN ING) ARE MET. 6, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS m16" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X (o X 12 P.T. ;L OF OPENING -'I�---f-1 CENTER BUCK I I I \ 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK NTS I O TIE BEAM DTL. 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (8" MAX.) VERT. REINFORCING 1/a"=1,_m„ � f3UC< DETAIL —TIE -BEAM TIE -BEAM - SIMPSON H10A —/ DIAGONALTO BEAM 1 ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING— (1),433 EA. 51DE OD 2X w/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 10dx>Y" NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16 "x2 -1/4" TAPCON5 TO CMU AND (4) 10dxl�" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL PR G NDN -LOAD BEARING SIMPSON A23 z = eEA. BRACE 3 /4" OLD N A -' PT 2X8 PLT., 4 � i CANT. FOR 1/2" J -BOLTS w/ CLG. NAILINCx _ PROVIDE 114" PLY SURFACE J m EMBED) MIN. 6" p FROM EA. END AND ' ALL LAPS IN MASONRY 25" 32" O.G. MAX. nu - GABLE END TRUSS ON BOT, OF BLOCK PT 2x8 NAILERca TO PLT, 6 12 " O.G. MAX. REQUIRED), 6" EMBED HGAIOKT a 32" O.C. CMU WALL OR LINTEL BELOW 32" O.G. (D'S CONT. IN TIE ATTACH GYP. BD TO RUNNING BAR C14 Z BEAM COARSE PANEL WITH (2) 86 Q NAILS EVERY 3" O.C. EXT. SHEATHING F— a PROVIDE HANGERS TO HOLD Lu EA. SIDE CL 1/2" GYP. BOARD META16 PER PLAN GROUT TIE BEAM COARSE SOLID < ` BAR IN PLACE DURING POUR, PER PLAN U REFER t0 MAN. SPECS. FOR PT Ix NAILER SPACING REQUIREMENTS IF W AS REQ'D. 11�8" ° REQUIRED 0 CMU WALL �. NOTE: REFER TO J0I5T MAN. SPEC5 NOM. 8" CMU A **HANGERS NOT REQUIRED IF L LINTEL BLOCKS ARE USED AND 2" HOLD 1.5 MET PRECAST SILL 05 CORNER BAR L_z 74 GROUTED CELL PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED BUCK SPECIFIED BY WINDOW/DOOR ARCH WINDOW MANUFACTURER 1 UJ IV a T�'fi'. CORNERYEfi�T. FRAMING DETAIL NTs WALL REINFORCING pUc_r� or=�_171GD BY WINDOW/DOOR MANUFACTURER (:D DOOR BUCK DTL. (1)05 IN TIE BEAM (1�'5 BAR IN PRECAST LINTEL (2)05's VERTICAL IN GROUT FILLED � I CELL w Q (1)*15 VERTICAL IN GROUT FILLED CELL 1 (AS REQ'D PER PLAN) ' ENTIRE COLUMN TO BE GROUT FILLED NTS 0'-011 FIN. FL. NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC-RESIDENTIAL 2. 2X PT 5UCK5/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW t0 STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX3" NAILS STAGGERED -812" O.G. GEA. 5UCCE551VE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQU IREMENTS(FA5TEN ING) ARE MET. 6, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS m16" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X (o X 12 P.T. ;L OF OPENING -'I�---f-1 CENTER BUCK I I I \ 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK NTS I O TIE BEAM DTL. 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (8" MAX.) VERT. REINFORCING 1/a"=1,_m„ � f3UC< DETAIL —TIE -BEAM 5/6" TYPE X GYP. BD. SIMPSON H10A —/ DIAGONALTO BEAM 1 ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING— (1),433 EA. 51DE OD 2X w/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 10dx>Y" NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16 "x2 -1/4" TAPCON5 TO CMU AND (4) 10dxl�" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL CONNECTION NDN -LOAD BEARING SIMPSON A23 z = eEA. BRACE 3 /4" OLD TO PLT. PT 2X8 PLT., 4 � i CANT. FOR 1/2" J -BOLTS w/ CLG. NAILINCx _ Q WASHERS CMIN. 6" SURFACE J m EMBED) MIN. 6" p FROM EA. END AND PROVIDE 16d NAILS 32" O.G. MAX. Z GABLE END TRUSS TO PLT, 6 12 " O.G. MAX. REQUIRED), 6" EMBED HGAIOKT a 32" O.C. CMU WALL OR LINTEL BELOW 32" O.G. ATTACH GYP. BD TO Z PANEL WITH (2) 86 11/211=1'-011 CONT. FROM BEAM TO FOOTING. O STEP DOWN TIE BEAM 2x4 BLOCKS, (2) Irod NAILS s EA. END. BLOCK ADJACENT BAYS 6 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/Sd NAILS 6 " O.C. (5) 16d NAILS —' BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING iffl 48" O.C. MAX. 45 ° FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED (o' FROM EAVES. 1/2" DRYWALL 1x2 PT NAILER PRECAST CMU LINTEL -6 OPENING MARBLE SILL — 1X2 P.T. FURRING 2'-0" O.G. PRECAST CONC. SILL TYP. e) ALL WINDOWS R3 INSUL. BETWEEN 3/4" FURR STRIPS 1X4 P.T. NAILER — WOOD BASE 3-1/2" CONC. SLAB. PER PLAN NTS I (:D TYPICAL BLOCK WALL SECTION REFER TO PLANS FOR -4" MAX. EXACT SIZE OF O.N. CONT. 2X4 2X4'5 a 24" O.C. GABLE END SHEATHING FASTEN PER PLAN. SPLICE A5 REQ'D, SIMPSON HGA10 46" O.G. OSB NOT REQUIRED TO BE CONT. a THE TRANSITION FROM BEAM TO GABLE TRU55 BEAM PER PLAN NTS 5/6" TYPE X GYP. BD. SIMPSON H10A —/ DIAGONALTO BEAM EXTEND SHEATHING TO BOTTOM OF BEAM NAIL w/ 86 NAILS 3" O.C. ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING— SEAM CONNECTION NDN -LOAD BEARING SIMPSON A23 z = eEA. BRACE 3 /4" OLD TO PLT. PT 2X8 PLT., 4 � i CANT. FOR 1/2" J -BOLTS w/ CLG. NAILINCx Q WASHERS CMIN. 6" SURFACE J m EMBED) MIN. 6" p FROM EA. END AND PROVIDE 16d NAILS 32" O.G. MAX. GABLE END TRUSS TO PLT, 6 12 " O.G. MAX. REQUIRED), 6" EMBED HGAIOKT a 32" O.C. CMU WALL OR LINTEL BELOW R �R TIE BEAM COURSE W/0) S CONT. ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING*** CMU WALL CONNECTION (: �m WINDOW CONNECTION DETAIL NTS I O CxABLE END DETAILS rirs. G lnrrCC/1A1 I 1/_ Ale^ PRE-ENGINEERED WD TRUSS, 24" O.C. R-30 INSULATION - HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF PLAN) TILE ON (APPLIED ACCORDING TO MANUF. SPEC.) 15O ROOF FELT ON 5/8" ROOF SHEATHING ON ROOF TRUSSES. ELEVATION VARIES I1 TOP OF MASONRY Y ALUM. DRIP EDGE 2x4 CONT. SUBFASCIA VENTED ALUM. SOFFIT (APPLIED ACCORDING t0 MA UF. SPEC.) TYP. SINGLE TIE -BEAM W/ (1) *5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG d) _w WINDOW Q PER FLOOR PLAN > EXTERIOR FINISH (SEE ELEVATIONS) VERT REINF. BEYOND BXBX16 GONG BLOCK MAIN FLOOR ELEV 0'-0" REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS OSB NOT REQUIRED TO BE CONT. fit THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H10A ' DIAGONAL TO TOP PLT. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** FR,41'''IE WALL CONNECTION A35 DIAGONAL TO TRUSS BOT. CHORD ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** CL � �4� S��N CONNECTION Ld 2x6 STUDS 6 16" O.G. Q 5/8" TYPE X GYP. BD. W/ SP6's TOP t BOTT. [] ON EVERY OTHER STUD - DECKING PER 2x6 DBL. BOTTOM PLATE FLOOR NAILING SCHEDULE_ 2 STORY CONNECTION i"=i'-m" ALT. W1 FIRE RATED PANEL 1/16" O.S.B. 1/2" GYP. BOARD SHEATHING - --.- i 2x4 STUDS a w >:DECKING PER 16" O.C. Ld FLOOR NAILING 2x4 BOTTOM c� lY SCHEDULE PLATE � ATTACH -I 1111lI11lJ W O SHEATHING `,���i //rid a TO RIBBON���✓,. N BOARD WITH ���` w,`���.+r•°`•�����. �// NW et 86 NAILS a` gip• �t '^° oZ o 1E F 3 O.C.czp,� cis cva Z rEt �j qr* i- o ` CO°C U_ ATTACH .:.- vM � : G�� M SHEATHING`C,." L` Q .y TO FLOOR.••���� D WITH RS2 ) S ,���✓� ^�z a����e J O Bd NAILS !lli►III 3 a EVERY 3" 1/2" GYP. META16 PER PLAN O.C. p' BOARD PT lx NAILER AS REQ'D. � V) � � 8" CMU WALL O 2 STORY CONNECTION Q w z° r- i� CO EC ION 12 AT CANTILEVER �"_��-®" � ~ A mz � "' p z 0 M Zo�A� c o�a c Z p�`�' w L) o O o x a J Z wH a Q-4 $4 -F- o w�� V) O Ld Ld 2 V) 0 0 P 00 Li 0 13 NOT USED O I o 2EU-) Z 0) oo 0 w�cn 0 s p O w_j Y � � �- < rn _j U Q w <C) 0 J J m DESIGN DRAWN CFG as CHECKED CFG DWG.No. 2113764 --- JOB No. SCALE AS NOTED DATE 08/20/12 1� NOT USED SD3 SHT 5/6" TYPE X GYP. BD. NDN -LOAD BEARING FIRE RATED PANEL 1/2" DIA. THREADED ROD W/ COUPLER (IF REQUIRED), 6" EMBED 32" O.G. ATTACH GYP. BD TO Z PANEL WITH (2) 86 Q NAILS EVERY 3" O.C. — F— a CL 1/2" GYP. BOARD META16 PER PLAN U PT Ix NAILER W AS REQ'D. 11�8" 0 CMU WALL NOTE: REFER TO J0I5T MAN. SPEC5 FOR BLOCKING REQ. 2 STORY CONNECTION i"=i'-m" ALT. W1 FIRE RATED PANEL 1/16" O.S.B. 1/2" GYP. BOARD SHEATHING - --.- i 2x4 STUDS a w >:DECKING PER 16" O.C. Ld FLOOR NAILING 2x4 BOTTOM c� lY SCHEDULE PLATE � ATTACH -I 1111lI11lJ W O SHEATHING `,���i //rid a TO RIBBON���✓,. N BOARD WITH ���` w,`���.+r•°`•�����. �// NW et 86 NAILS a` gip• �t '^° oZ o 1E F 3 O.C.czp,� cis cva Z rEt �j qr* i- o ` CO°C U_ ATTACH .:.- vM � : G�� M SHEATHING`C,." L` Q .y TO FLOOR.••���� D WITH RS2 ) S ,���✓� ^�z a����e J O Bd NAILS !lli►III 3 a EVERY 3" 1/2" GYP. META16 PER PLAN O.C. p' BOARD PT lx NAILER AS REQ'D. � V) � � 8" CMU WALL O 2 STORY CONNECTION Q w z° r- i� CO EC ION 12 AT CANTILEVER �"_��-®" � ~ A mz � "' p z 0 M Zo�A� c o�a c Z p�`�' w L) o O o x a J Z wH a Q-4 $4 -F- o w�� V) O Ld Ld 2 V) 0 0 P 00 Li 0 13 NOT USED O I o 2EU-) Z 0) oo 0 w�cn 0 s p O w_j Y � � �- < rn _j U Q w <C) 0 J J m DESIGN DRAWN CFG as CHECKED CFG DWG.No. 2113764 --- JOB No. SCALE AS NOTED DATE 08/20/12 1� NOT USED SD3 SHT TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- '/4" OUTSIDE (2) 2x4's EDGE DISTANCE 50TT. 2X OF TOP PLATE TO BE SPLICIF-D OVER A REFER S HEADER SCHEDULE FOR HEADER SIZE, " Lv PER DETAIL STUD. PROVIDE 48" LAP SPLICE W/ 3-10d OFJAGK STUDS a CONNECTOR REQUIREMENTS. < I" EDGE -1 V2" EDGE 2y" EDGE- COMMON NAILS 6 ENDS. NAIL PLATE5 CONT. W/ Q 10d COMMONS � 16" O.G. SP2 OR SP4 EA. SCUD OR AS � p 10dX3° _ SPECIFIED ON THE PLAN 10dX3" (� p COMMON 0 p w SHEATHING MUST BE NAILED t0 Z wZ IN51DE Z 2 FLOOR TRU55 CMU WALL AS EXTERIOR WALLS, SEE NAILING w L. y" _ = z 2x's PER DETAIL U PER PLAN REQ'D PER PLAN SCHEDULE FOR NAILING NAIL JACK FULL PATTERN. 21 21/ Ib OSB DRAFT LENGTH STUDS DTOGE D ER W/ 10d's 1 106X3" 4 4 COMMON—- ♦ STOP STAGGERED e 12" O.C. (EACH 10dX3" � � � I TOP a BOTTOM PLY) COMMON Z Z MIDSPAN BLOCKING INTERIOR WALLS: OPP. SIDE U Z BETWEEN EA. STUD U I I Q I I � I 10dX3" APPLY 1/2 GYP BOARD AS NEEDED Z Q N OPP. SIDE 5P2 OR 5P4 EA. STUD OR AS (4) EQ. 5PACED D 10dX3" SPECIFIED ON THE PLAN COMMON I I 3/16 "x4" 51MPSON NOTE: NO HEADER OR STUD I-- TITENS (w/ STRAPS REQ'D FOR WALLS 0- c!J OPP. 51DE C� DISTANCE PER WASHERS) Co" MAX WITHOUT UPLIFT (I.E. WALLS DETAIL FROM TOP AND SUPPORTING FLOOR TRU55ES U u p BOTTOM ONLY). (SEE CONNECTOR CHART) (2)1X4'8 (2)2X6'5 (2)2XVs 1/2" x 1" J -BOLTS 6" FROM EA. Ld INSIDE PLT' NAILS NAILED AT S" O/C STAGGERED. OUTSIDE END OF WALL AND 032" O.G. OUTSIDE NAILS NAILED AT S" O/C. 2X'g2X STUDS 16 O.G. NOTE: 2-1/2" MASONRY NAILS (NAND ( 2 ) 2x COL UM* I � � / 1 Off, � � / 1 � x �O� �M� IV OR POWER DRIVEN) IT 16" O.C. MAY\_PT 2X4 BOTTOM V COLUMN I BE USED I.L.O. J-50LT5 FOR WALL PLATE THAT DO NOT CARRY UPLIFT 2X 5U I LT — Ufi STUD 2 DRAFT STOW' EXTERIORANTERIOR FRAME LUALL CONN. COLUMN DETAILS 11/°1"21'-0" . DETAIL11: 1/4 t s DETAIL > Ld 3/4" PLYWD. DECKING IY DBL. TOP PLT. BEYOND NAILING PATTERN 2X LEDGER :�] TILE ON 015 FELT OVER 5/8" PLYWOOD WALL SHEATHING SPLICE PER NAILING SCHEDULE. 1/16 055 TO RIM50ARD W/ STUD C4) EQUALLY SPACED 1/2" x 4" BOLTS OR 5/8" 0.5.5. ON PRE -ENCS. TRUSSES g 4J FLOOR SYSTEM 24" O.C.x�111111/!/ IL PER PLAN REFER TO ROOF la `�,7��� ,� ®�®�i N JOINT GYPSUM WALLBOARD PLAN FOR ":`*` `60 0••••;,• ���'�i� c CONNECTIONS .• •. �, o O 2x DBL � o jS®° " z a 2X4 BLOCKING PLACED TOP PLATE ; w01 �•cr s FLATWISE (2) 16d NAILS � ,\ REFER TO PLANS Uzi EACH END w .5 w; t NAILING PER . o • � • SCHEDULE�o"�� %�,•••�...••4<C�s`� �_ O NOTE- R-30 ALUM. DRIP CMU WALL BELOW 1/2" PLYWOOD OR 1/16" 0.5.8. TO BE USED A5 UPLIFT RESISTANCE INSULATION ` EDGE FLOOR TRUSS BEYOND NO OTHER FASTENERS REQ'D. EXCEPT 45 NOTED ON PLANS IN PRE-ENGINEERED L R TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 1/2" GYP. BD. GLC. 2x4 CONT. ti P.T. 2x4 LET -IN � BASE OF SUBFASGIA 2x RIBBON w/ (4) 16d w EACH TRU55 (U.N.O.) MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" STRINGERS. FASTEN t0 FLOOR BELOW FIRST FLOOR TOP PLT. w/(4) 1/4"x3" TAPGON5 EVENLY HDR. AS PER PLAN VENTED � Z SPACED a ALL FRAMED SOFFIT J OPENINGS U '.40O d0 NOT � Q w�°D�� 4, SHEATHING ELEERS NOT SHOWN �✓ p CT I ON 1/211 s "0 10 USE INSULATION a GDX PLYWOOD ~ A vj z E M NOTE: ACTUAL NUMBER STAR I` CONN DETAIL � �� USED OR 1/16" 058, Q E4 ZO ATTACH PER PLAN DECKING PER -� 2X4 STUDS � .4 � G3 m FLOOR NAILINGL 2X O.G. Q F m'"' ^ SCHEDULE ' O O O REFER TO PLANS PRE -ENCS. META16 PER o U rZ4 O O v NZ FLOOR SYSTEM PLAN � Z O vj 0 m REFER 70 PLANS FOR REFER TO PLANE aw Z C W w EXACT 51ZE OF O.H. LAP SIDING O U 2x4 5LOGK5, (2) 16d NAILS -0 EA. Ix P.T. ' ^ END. BLOCK ADJACENT BAYS -s EA. '-4" MAX. > DIAGONAL AS SHOWN. FASTEN ROOF NAILER Ld ^+ SHEATHING PER PLAN 1'''1 SHEATHING TO BLOCKS w/8d NAILS SHEATHING w/ WRAP ��a" GYP. :• TIE BEAM REFER BD. TO DETAIL 3 SHT. SD3 N 6" O.G. CONT. 2X4 i "; O 15" FELT DRAINAGE PLANE i ct O 1/8 STUCCO THICKNESS444� SIMPSON H10A i 4 PRECAST CMU DIAGONAL TO LINTEL s OPENING= WINDOW PER FLR. PLAN (5) 16BLOCKIN 16d NAILS 2X4'8 s 24" O.G. I O PAPERBACK LATH .. BRACE TO i BLOCKING GABLE END SHEATHING FASTEN PER PLAN. IO i . MEMBRANE STRIP COVERING' WOOD (A D i FRAME/MA50NRY INTESECTION UNDER MARBLE SILL PRECAST GONG W 0 PROVIDE 2x4 BRACE TO SPLICE AS REQ'D. i =,. EXPANSION JOINT t0 EXTEND 2" SILL A. PROVIDE DIAGONAL FASTEN BELOW CMU - E PROVIDE 2X BLOCKING ' 2 20 P.T. PURRING O I TO DIAGONAL w/(2) 166 FOR NAILING NAILS. i R3 INSUL. BETWEEN DRAINAGE PLANE IWRB). 2X4 FRAMING OR PRE -ENG. U2 METAL OR PLASTIC EXPANSION JOINT FLOOR OVERLAP Z -FLASH 8 CMU Z 0j 10 GABLE BRACING 6 48" TRU55E5 ID 24" O.C. MAX. W/ f TRUSS 3/4" FURR STRIPS O.C. MAX. 45° FROM SIHP50N H4 TO LEDGER (1) *5 VERT. IN HORIZONTAL (+/- 10°) � � GROUTED CELL P FROM TOP OF CMU BRACE NOT REQUIRED 6' ROOF SHEATHING i Ix4 P.T. NAILER FULL HEIGHT. SEE w FASTEN PER PLAN i ';. FLOOR PLAN FOR F— FROM EAVES. 0 0 WOOD BASE LOCATION 2X4 LEDGER W/ (2) USE (4) IOd NAILS FOR 3-1/2" GONG = W 16d NAILS 12" CONV. FRAMED MEM. ONLY METAL Z -FLASH (pd N O5 5/8 STUCCO OR GEMENTIOUS SLAB FIN SHNTItIOUS Y t'; COATING OVER CMU 0�_0�� J O� r _ FIN. FL. � IN A °4 4.c I. PROVIDE BLOCKING TRUSS BAYS r' : CMU WALL PER PLAN — — a -- GRADE _ BETWEEN R B 48" O.G. FOR FIRST 3 BAYS '`', I I I=1 I I—I i I I. III—i A, NOTE: NUMBERS INDICATE ORDER ITEMS 5/8" STUCCO OVER 4 O III—I I—I I— .�.J " I I—I I—I I --I i I—I I Q J _ H2.5 a EACH TRU55 TO LEDGER MASONRY/BLOCK O IU.N.O.) • t: SHOULD BE INSTALLED OVER FRAME AND a_ J m —I � I—I � II � I ° Q a I S I—I � I—I � I—III � SEE PLAN FOR SUPPORT AND TIE DOWN OF III—III—III=1 . a. ° i I—III—III- -III=1 1=1 I I " I I I=1 1=1 I DESIGN DRAWN JACK TRU55E5 _ _ _ I—III—III—I �.._—_—_— III—II � cFG t,.A ... THAN 8' Do NOT REQUIRE BRACING•• I=11I-111=I I I=III-1 I1=1 I1=1 NOTE: GABLES SMALLER _ Tf N 111- rl CHECKED CFG -.:�. —III—III--III—I I — — REFER FouNDA o PLAN FOR FTG. DWG.No. 2113764 INFORMATION JOB No. SCALE AS NOTED DATE 08/20/12 N a SLAT 3/�"=1'-m" STUCCO GA5LE D SIDING TO STU 3"s,'_�" 9 2 STORE' WALL SECTION 3i�"=1'-f�" SD4 CEILING WITH 505TON HIP � WEEP SCREED DETAIL 3lull-oil 8 FLASHING DETAIL � SHT c!J -------------------- .T�.1— •i i•i ri : IT' --ii —TT—iT-irTi—Tr— i•i ii i 1 i ii —i.T— ii ii i JOINT GYPSUM WALLBOARD PLAN FOR ":`*` `60 0••••;,• ���'�i� c CONNECTIONS .• •. �, o O 2x DBL � o jS®° " z a 2X4 BLOCKING PLACED TOP PLATE ; w01 �•cr s FLATWISE (2) 16d NAILS � ,\ REFER TO PLANS Uzi EACH END w .5 w; t NAILING PER . o • � • SCHEDULE�o"�� %�,•••�...••4<C�s`� �_ O NOTE- R-30 ALUM. DRIP CMU WALL BELOW 1/2" PLYWOOD OR 1/16" 0.5.8. TO BE USED A5 UPLIFT RESISTANCE INSULATION ` EDGE FLOOR TRUSS BEYOND NO OTHER FASTENERS REQ'D. EXCEPT 45 NOTED ON PLANS IN PRE-ENGINEERED L R TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 1/2" GYP. BD. GLC. 2x4 CONT. ti P.T. 2x4 LET -IN � BASE OF SUBFASGIA 2x RIBBON w/ (4) 16d w EACH TRU55 (U.N.O.) MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" STRINGERS. FASTEN t0 FLOOR BELOW FIRST FLOOR TOP PLT. w/(4) 1/4"x3" TAPGON5 EVENLY HDR. AS PER PLAN VENTED � Z SPACED a ALL FRAMED SOFFIT J OPENINGS U '.40O d0 NOT � Q w�°D�� 4, SHEATHING ELEERS NOT SHOWN �✓ p CT I ON 1/211 s "0 10 USE INSULATION a GDX PLYWOOD ~ A vj z E M NOTE: ACTUAL NUMBER STAR I` CONN DETAIL � �� USED OR 1/16" 058, Q E4 ZO ATTACH PER PLAN DECKING PER -� 2X4 STUDS � .4 � G3 m FLOOR NAILINGL 2X O.G. Q F m'"' ^ SCHEDULE ' O O O REFER TO PLANS PRE -ENCS. META16 PER o U rZ4 O O v NZ FLOOR SYSTEM PLAN � Z O vj 0 m REFER 70 PLANS FOR REFER TO PLANE aw Z C W w EXACT 51ZE OF O.H. LAP SIDING O U 2x4 5LOGK5, (2) 16d NAILS -0 EA. Ix P.T. ' ^ END. BLOCK ADJACENT BAYS -s EA. '-4" MAX. > DIAGONAL AS SHOWN. FASTEN ROOF NAILER Ld ^+ SHEATHING PER PLAN 1'''1 SHEATHING TO BLOCKS w/8d NAILS SHEATHING w/ WRAP ��a" GYP. :• TIE BEAM REFER BD. TO DETAIL 3 SHT. SD3 N 6" O.G. CONT. 2X4 i "; O 15" FELT DRAINAGE PLANE i ct O 1/8 STUCCO THICKNESS444� SIMPSON H10A i 4 PRECAST CMU DIAGONAL TO LINTEL s OPENING= WINDOW PER FLR. PLAN (5) 16BLOCKIN 16d NAILS 2X4'8 s 24" O.G. I O PAPERBACK LATH .. BRACE TO i BLOCKING GABLE END SHEATHING FASTEN PER PLAN. IO i . MEMBRANE STRIP COVERING' WOOD (A D i FRAME/MA50NRY INTESECTION UNDER MARBLE SILL PRECAST GONG W 0 PROVIDE 2x4 BRACE TO SPLICE AS REQ'D. i =,. EXPANSION JOINT t0 EXTEND 2" SILL A. PROVIDE DIAGONAL FASTEN BELOW CMU - E PROVIDE 2X BLOCKING ' 2 20 P.T. PURRING O I TO DIAGONAL w/(2) 166 FOR NAILING NAILS. i R3 INSUL. BETWEEN DRAINAGE PLANE IWRB). 2X4 FRAMING OR PRE -ENG. U2 METAL OR PLASTIC EXPANSION JOINT FLOOR OVERLAP Z -FLASH 8 CMU Z 0j 10 GABLE BRACING 6 48" TRU55E5 ID 24" O.C. MAX. W/ f TRUSS 3/4" FURR STRIPS O.C. MAX. 45° FROM SIHP50N H4 TO LEDGER (1) *5 VERT. IN HORIZONTAL (+/- 10°) � � GROUTED CELL P FROM TOP OF CMU BRACE NOT REQUIRED 6' ROOF SHEATHING i Ix4 P.T. NAILER FULL HEIGHT. SEE w FASTEN PER PLAN i ';. FLOOR PLAN FOR F— FROM EAVES. 0 0 WOOD BASE LOCATION 2X4 LEDGER W/ (2) USE (4) IOd NAILS FOR 3-1/2" GONG = W 16d NAILS 12" CONV. FRAMED MEM. ONLY METAL Z -FLASH (pd N O5 5/8 STUCCO OR GEMENTIOUS SLAB FIN SHNTItIOUS Y t'; COATING OVER CMU 0�_0�� J O� r _ FIN. FL. � IN A °4 4.c I. PROVIDE BLOCKING TRUSS BAYS r' : CMU WALL PER PLAN — — a -- GRADE _ BETWEEN R B 48" O.G. FOR FIRST 3 BAYS '`', I I I=1 I I—I i I I. III—i A, NOTE: NUMBERS INDICATE ORDER ITEMS 5/8" STUCCO OVER 4 O III—I I—I I— .�.J " I I—I I—I I --I i I—I I Q J _ H2.5 a EACH TRU55 TO LEDGER MASONRY/BLOCK O IU.N.O.) • t: SHOULD BE INSTALLED OVER FRAME AND a_ J m —I � I—I � II � I ° Q a I S I—I � I—I � I—III � SEE PLAN FOR SUPPORT AND TIE DOWN OF III—III—III=1 . a. ° i I—III—III- -III=1 1=1 I I " I I I=1 1=1 I DESIGN DRAWN JACK TRU55E5 _ _ _ I—III—III—I �.._—_—_— III—II � cFG t,.A ... THAN 8' Do NOT REQUIRE BRACING•• I=11I-111=I I I=III-1 I1=1 I1=1 NOTE: GABLES SMALLER _ Tf N 111- rl CHECKED CFG -.:�. —III—III--III—I I — — REFER FouNDA o PLAN FOR FTG. DWG.No. 2113764 INFORMATION JOB No. SCALE AS NOTED DATE 08/20/12 N a SLAT 3/�"=1'-m" STUCCO GA5LE D SIDING TO STU 3"s,'_�" 9 2 STORE' WALL SECTION 3i�"=1'-f�" SD4 CEILING WITH 505TON HIP � WEEP SCREED DETAIL 3lull-oil 8 FLASHING DETAIL � SHT DensGlass"' Ultra Shaftliner Area Separation Walls 4k Georgla•Paciflc Gypsum The Georgia-Pacific Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses as a firewall with a total height up to 68 feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is ea n requirements, easy to erect and secure, meets all building code requ erne ts, and provides economical fire protection and sound control. The Area Separation Wall is constructed onre the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The assembly Is constructed at the foundation and continues either to the underside of the protected roof sheathing or through the roof to form a parapet. The assembly is linked to the adjacent framing with alurninum breakaway clips that allow for collapse of the fire -exposed unit without collapse of the solid Area Separation Wall. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner, builder and architect with a moisture and mold -resistant shaftliner panel DensGlass" Ultra Shaftliner. Components 20 Wood Framing 1" DensGlass" Ultra Shaftliner Panel Insulation Min. 3/4" air space between 2" Area Separation Wall and Wood Framing 2" H -Studs 24" o.c. Back-to-back C -Tracks 1/2" DensArmor Plus+ Interior Panel Aluminum Broakaway Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track arid 2" aluminum breakaway clips. DensGlass Ultra Shaftliner panels consist of a moisture resistant core with coated fiberglass mats front and back instead of paper facings like traditional shaftliner panels. DensGlass Ultra Shaftliner panels are covered by 12 -month irl-place exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. fire Testing and Building Code Compliance IheGeorgia-Pacific Gypsum Ar a Separation on Wail Gypsum 2 -hour fire -ratedrated Area Separation Wall as n r U derw Iters Laboratory UL a o Underwriters labara ( i. the requirements of the 2006 International Building Georgia Pacific Gypsum AreaWall s Separation as YP ULC Fire Resistance Directory ULC Design No. W 3 copies of these I p listings, please contact Georgia Pa Georglafaclfic Gypsum All ,r ► Geolrglaf+acifiC DensGlaa " Ultra Shaftliner Area Separation Walls Gypsum Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constructed from wood. In many cases the area separation wall is positioned 1" away from the wall framing to accommodate the 1" DensGlass" Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated at a height up to 44' and the WHI/ITS GP/WA 120-04 Area Separation Wall assembly was evaluated at a height up to 68'. Erecting the 2" Area Separation Wail 1. Position 2" C -Track a minimum 3/4" from the framed wall of the adjacent unit. Fasten C -Track to foundation with fasteners spaced a maximum of 24" o.c. When specified, apply a minimum 1/4" bead of acoustical sealant under the C -Track to maximize acoustical privacy. Run the C -Track to the end of the foundation Incase of offset units, see 15 under Special Conditions, 2. Start the wall with a vertical C -Track at one end. install two 1" shaftliner panels vertically with either side facing out* into the C Track at one and of the area separation wall. Install the H -Stud over the double beveled edges of the shaftliner panels and continue alternately until the wall has reached the opposite end of the foundation. Terminate the wall using a C -Track. The vertical C -Tracks at each end of the wall should be attached in the comers to the honzortal sections of C -Track using a minimum of one 3/8" minimum length pan head screw. Nate: some authorities may require labeling to be visible. 3. Cap the first section of the Area Separation Wall with a C -Track and attach to the vertical GTrack in the comers using a minimum of one 3/8" minimum length pan head screw. 4. Breakaway clips span the minimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing. Attach the breakaway clips to the flange of the H -Stud using a minimum of one 318" minimum length pan head screw and to the adjacent wood framing using a minimum of one 1" minimum length drywall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" o.c.) and horizontally on every, H -Stud (24" o.c.). When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be installed every 5'0" for the lower 20' and every 10'0" for the upper 24'0" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHi/ITS Design WHI GF/WA 120-04 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" o.c.) and horizontally on every other H -stud (48" o.c.). When the total height of the Area Separation Wall exceeds 20'0", breakaway clips shall be installed vertically every 8'0" maximum for the lower 20'0" and every 10'0" maximum for the upper 48'0" of the wall assembly. 5. Fireblocking is installed on both sides of the Area Separation Wall at each floor level as defined in Section 717.2.1 of the 2006 IBC (See details section). For approved fire -blocking materials, see Special Conditions, Item B. 6. To continue the wall, install a C -Track over the C -Track used to cap the lower section, placed back to back and attached together with two 3/8" parr head screws at ends and spaced 24" o.c. Stagger back to back C -Track joints a minimum of 12". 7. If a parapet is not specified, see Special Conditions, Item 11 for two code -compliant methods for installing a gypsum board roof underlayment. 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for both sides of the 2" Area Separation Wall. Aluminum Angle Clip C -Track, Cap, Edge H - has been fir tested e e to ASTM E 119 and CAN/ULC S•101. The Georgia-Pacific or End Closure sembl constructed using DensGlass Ultra S ftti ha mar a 'r 1i Y. nets s steel b 9 P Y tori f es a Canada (ULC) and Warnock Hersey International (WHl/iT5) and me , Code IBC Section 705 "PWalls," G r art and S Section 705 "Fire , F• ( !e Welds."The rFr Y�a ��eM1 11.1 mbl i listed 't $ % T e s sled 11 the L Fir Resistance Dire � Y U e dory under UL Desi/fin U 373, the � .Y „5.,. A .x zr c. .k12 and the WHI Fire ResistanceDirectoryunder WHI GP/WA 120-04. For cific Gypsum Technical Services at 1-800-225-6119. _ 2.1 4"-- 21/2 / CAUT1011I For productfirs, safety and un-ishernnaiion; go to gp.comisafelyiafo. CAUTION: For product fire, safety and use idoraradon, go to gp.conOwAetyiao. ,l Iawsr n ifun, a0a I d1K1 uptAates Technical service Hudin• t.i UZ 5.6119 or www.gpgypneakwo • 3 4- ro, cowjt information and jfxfwes Technical Service Nadine 1 fir zc+19 or www-gpaypsumcarn Stod, 25-fi)aoge x Li `t Y YYMryry,.,Y 4' v n 4 ?r. 2, DensGlass- Ultra Shaftliner Area Separation Walls a GeorglaVacIft DensGlass"" Ultra Shaftliner Area Separation Gypsum System Assemblies -- 2 -Hour Ratings CAULK - Construction Detail Assembly Components STC - Test Reference �- Two layers 1" DensGlass'" Ultra Go UL DESIGN U373 T Shaftliner inserted in H -Studs 24" o.c. ..... ULC W312 1 Min. 3/4" air space between liner panels WHI GP/WA 120-03 ® and adjacent wood or metal framing. RAL TL89-383 Two layers I" DensGlass Ultra Shaftliner t3R- UL DESIGN U373 � inserted in H -Studs 24" ac. Min 3/4" air 3,,'4 ULC DESIGN W312 Z space on both sides must be maintained WHI GP/WA 120-04 ,... between liner panels and adjacent Based on RAL TL89-3B3 framing Sound Tested with 2 x 4 stud wall with 112" DensArmor Plus" interior panel each side of assembly and 3-1/2" fiberglass insulation in stud space both sides. Part. Thickness: 3" 38 ask. MOM Weight per Sq. Ft.: 9.5 Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o.c. Metal framing covered using 6" wide or 1/2" DensArmor Plus Fireguard" Type C Interior Panel or 1/2" ToughRocO Ereguard"'Type C gypsum board. Breakaway clip facings and height of wall differ between UL Design L1373 and WHl GP/WA 120-04. WHI 495-0743 Details Full Wall Fire blocking as required 2 x 4 Stud framing Aluminum breakaway clip 3/8" Pan head screw --- -- Sealant------- Acoustic sealant (as re Joist 2" C track fastener 24" -- Foundation Intersection at roof Intermediate floor H C7 U R S AF l WALE A �� E M H LY SCALE: N.T.S- Roof deck per code requirement Roof truss o -back C -tracks Drywall screw hsGlass" Ultra Shaftliner panels aedlant, as required DensGlass^ Ultra Shaftliner Area Separation Walls All Gypsum a�acific Gypsum Special Conditions 1. When an H -Stud does not align with the adjacent wood framing, i g e a I ce od recut blocking between wood flaming members and attach breakaway clip to blocking using one 1-174" drywall screw and to the H•Stud using a minimum of one 3/8" minimum length pan head screw. 2. If gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3 When wall framing js spaced greater than 1 away from the solid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLAHKWESTERN Building Systems and Telling Industries for modified clips. Additional wood blocking can be added between the wood studs to provide clip support. Space wood blocking minimum 3/4" away from Area Separation Wall. 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing. The adjacent framed wall can be designed as load bearing. 5. The wall located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, can be constructed of wood or steel framing. When constructed using steel framing, use a minimum of one 3/8" minimum length pan head screw to attach the alumi- num breakaway clip, The support 6 ails Iota adjacent to and n each side of the solid 2" Area ti tad o ch d ea Se ra on Wall refect an maintain the required PP d ma lila ul ed l Pa P aq 3/4" air space, offer increased acoustical privacy, and provide necessary aesthetics. Thesa walls can be designed as load bearing and readily accommodate code compliant electrical and plumbing systems. These systems should not impede the required 3/4" airs c I space, Apply acoustical sealant around penetrations for maximum acoustical privacy. 7. The required 3/4" air space can be eliminated if the metal framing is covered an both faces with 6" wide, 112" DensArmor Plus Fireguard", Type C or 1/2" ToughRockc FireguardO Type C or 5/8" ToughRock Fireguard type X or 5/8" DensArmor Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with 1" drywall screws spaced 12" o.c. to the metal framing. This primarily occurs in accessible attic areas. Attic areas not accessible do not require the 6" wide gypsum board strips. B. The required fireblocking between floor levels may consist of 2" nominal lumber or two thicknesses of t" nominal lumber with broken lap joints or one thickness of 0.719" wood structural panel with joints backed by 0.719" wood structural panel or one thickness of U.15" particleboard with joints backed by 0.75" particleboard. Gypsum board, including 1" DensGlass"' Ultra Shaftliner and 5/8" DensArmor Plus interior panel, batts or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to be securely retained in place shall he permitted as an acceptable fireblock. (Section 717.2.1, 200 6 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a parapet. 10. At the intersection of the solid 2" Area Separation Wall and the underside of the structural roof sheathing, cut liner panels at an angle to provide a tight fit to the structural sheathing. The 2" Area Separation Wall is not required to be capped using a C -Stud. Where the shaftliner panels are not tight to the structural sheathing, apply an approved fireblocking material (see Special Conditions, A`8) to both sides of the Area Separation Wall. 11 There are two code -compliant methods for installing a fire-resistant roof undedayment: the ledger strip method and the partial roof underlayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus Fireguard Type X interior panel or 5/8" ToughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" wood ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush with the top of the roof framing. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wall. 12. Penetrations through the solid 2" Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 IBC Sections 705.9 and 712. For specific installation details consult UL category XHEZ Through -penetration Firestrlp Systems. 13. Size and protection of openir>gs in the solid 2" Georgia-Pacific Gypsum Area Separation Wall shall be in accordance with the 2006 IBC, Section 705.8. When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Party Wall ("Any wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in the 2006 IBC, Section 705.1.1; openings are not permitted. 14. For specialized -sesuch as bathrooms, t framed end-use areas, ms th ad' n amed walls n b covered With n ' raid Tile r p e �e ca e c th fie sSh a Backer from I Georgia in lieu of standard paper -faced m r ' c e a gypsum board a fiberglass mat -faced interior . 9 Pae 9YP g panels. 15. An offset i t t occurs when one unit extends est he front r k e f n adjacent nit. h o bac o a ad ce u The H studs of the Area Separation Wall R � ka Pa a are not designed for hanging sheathing and cladding so planning is required before construction begins. There are two ways to deal with the offset. I'he fir t i is h s option , to pour enough concrete so that the Area Separation Wall and adjacent 2x4 wall can extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wall. The second option Is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wall to the end of the offset unit. Both scenarios are shown in the Details section of this brochure. CAUTION: For product fire, safety and use information, go to gp.eom/safetyinto. For latest information and updun i. Technical Service Hpliine lJoe 725.6119 or www.gpgypeum.cem - 5 DensGlass- Ultra Shaftllner Area Separation Walls Georgia-Pacific Gypsum Details Attic - Adjacent to Trusses'' 1" DensGlass Ultra Shaftliner panels - H -stud No minimum air space loom - .- 'Wood truss - 6" Wide 1/2" DensArmor Plus• Fireguardx Type C panels or `only applies if solid wall is accessible, 1/2" Toughfioce fireguard Type C or It not accessible, the strips are not required. 5/B" ToughRock Fireguard Type X or 1" DensGlass" Ultra Shaftliner panels Typical Roof Junction 1 Layer of 5/8" DensArmor PlusI`' Type X -gypsum panel Jnr as required by codes) 1/2" DensArmor Plus gypsum panel or 1/2" ToughRock"' gypsum board 1" DensGlass" Ultra Shaftliner panels Caulk (smoke tight joint) 2" x 2" ledger strips -- Roofing Roof deck NCTAE�AT HN C'EC GAT C�N`AND DETA Breakaway clip Fire blocking - ----- - Insulation 3/4" Minimum air space Design No, U3'23 August 19, 2008 Wall Rating - Z Hr (See items 4, 4A and 48) Finish Rating - 120 Min (See Item 4) 3/4" CAULK - 4. No. W r AIR SPACE "-- •. - T AiP SPACE_.__.. ..... ,.. _- AIR SPACE 1 _ ® J r � 3,,'4 ,A IH SPA ( E Z i LLJ o --I M 4 c i � =< LTJ Zo >i w LJ DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No- 905/117 s SCALE AS NOTED DATE 12/22/10 F }. syr _ 1. , , . -- ... ........ . .. .... .. �. 3 -A '. .«.......,:.....-� v....... _..�.�,_.«_ - „,:..._-....... w....,. r .,., .:.,_.�.w....w.w.,...«...w_.„_...w...M� ....................q...._...w--........�.A....., _....:..w,www-.w-..•....,...-www _..._. 14" AAP ; F�Ar:E 6; 4 w. O.')NI�I���.1R:'Jt"I"ION A E X1*1i4'FD'f`i`r VWX M0XI AREA SEP,,IRAMI-V NVAJ i. SWE ()AI;"1r' (�)NFI(11-TRATION B TO c- R- AREA SEPARATION WALL; - (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Wall - 2-3/16 In. wide channel shaped with 1 in. long legs formed from No. 25 MSG galy steel, secured with suitable fasteners spaced 24 In. OC. 2. Steel Studs - Steel members formed from No. 25 MSG galy steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-1/2 In. 3. Gypsum Board* - Two layers of 1 In. thick gypsum wallboard liner panels, supplied In nom 24 In. widths. Vertical edges of panels friction fitted into "H" - shaped studs. GEORGIA. -PACIFIC GYPSUM L L C - Types TRSL, DGUSL PROTECTED WALL: - (Bearing or Nonbearing Wall, as Indicated in items 4, 4A and 48) 4. Wood Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 In., max spacing 24 In. OC. Studs cross - braced at mldheight where necessary for clip attachment. Min 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Dearing Wall Rating - Corrosion protected steel studs, min No, 20 MSG (0.0329 In., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0.036 In. thick) gale steel or No. 20 MSG (0.033 In. thick) primed fel, Cold Formad, shall be designed in accordance with the current edition of the Speclfkation liar the Design of Cold -Formed Steel Structural Members by the American Iron and Steal Institute. All deslgrl details enhanGlnq the structural frttair fly of Che woo aaaernbly, I%feuding the axial design load of the Stud$, shag be as apia+cthol by the steer stud d= ar producer, and sttefl me$t tlha ... uire" of an q gable w. _" _ iacai crime a4aniJ fifui"mm'x "stunt spactno of ria MbIlis s, na exc edl 2 fin; :" 'a m floor and eelNn►g tracks with 1/2 In. long Type 5-12 steer screws on barn sides of studs or by waload or botteq{ connections designed in accordance with the AISI specifications. Top and bottom tracks Shan Consist of OW members, rntn No. 20 MSG (0,0929 In,, min bare metal thickness) steel or min No. 20-GSG (0.036 In. thick)' galy steel or No. 20 MSG (0.033 In. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, telling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs, 4B. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/2 in. wide, min 1-1/4 In. Ranges and 1/4 in, return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 In -long legs, attached to floor and ceiling. with fasteners 24 in, OC max.. Studs, cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 In. separation hetween steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. S. Gypsum Board - Classified or Unclasslfied - Min 1/2 in thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to wood studs (item 4) with 1-1/4 In. long steel drywall nails Spaced 12 tn. OC- Wallboard attached to steel studs (Item 4A or 4B) with i In. tong Type S steel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nall or screw heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.062 In, thick, min 2 in. wide with min 2 In. and 2-1/2 in, legs. Clips secured with one Type S screw 3/8 in, long to "H" studs and with one Type W screw 1-1/4 in. long to wood framing or steel framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. 7. Batts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZ.1Z) Categories for names of Classified companies. U - LJ 373 2 HR WALE 2 SCALE: N.T.S. System No. W -L-2377 F Ratings - 1 and 2 Hr See Items 1 and 3 -1 Ratings 1 and 2 lir SSee Items 1 and 3 g l L. - Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 400•F - 4 CFM/SG Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DFSCRIBFD IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RFSISTANCE DIRECTORY AND SHALL INCI UDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF FITHFR WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STFEL STUDS TO BL MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN, OC, B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, MAX DIAM OF OPENING IS 3 IN, THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EI iI ER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO A MAX 1-1/4 IN, PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THF FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD COLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSiEMS B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BI_AZEMASTERS SDR13.5 CPVC PIPE FOR USE IN CI.OSFD (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCA -CION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WAIL_/PENETRANT INTERFACE ON BOTH SURFACES Or THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONF SEALANT BEARING THE UL CLASSIFICATION MARK SI S F Reproduced b HILTI P Inc. Courts of p, P V Y Y V Underwriters Laboratories, Inc. U June 20, 2000 ® ` Hilti Firestop ,systems w• AYNE AL.Itomotic Fire Sprinklers, Inc. FIRE CAULK - 4. No. W r UP TO 1 & DRYWALL - T r 1 _ ® � 3,,'4 ,A IH SPA ( E Z LLJ o --I (�)NFI(11-TRATION B TO c- R- AREA SEPARATION WALL; - (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Wall - 2-3/16 In. wide channel shaped with 1 in. long legs formed from No. 25 MSG galy steel, secured with suitable fasteners spaced 24 In. OC. 2. Steel Studs - Steel members formed from No. 25 MSG galy steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-1/2 In. 3. Gypsum Board* - Two layers of 1 In. thick gypsum wallboard liner panels, supplied In nom 24 In. widths. Vertical edges of panels friction fitted into "H" - shaped studs. GEORGIA. -PACIFIC GYPSUM L L C - Types TRSL, DGUSL PROTECTED WALL: - (Bearing or Nonbearing Wall, as Indicated in items 4, 4A and 48) 4. Wood Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 In., max spacing 24 In. OC. Studs cross - braced at mldheight where necessary for clip attachment. Min 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Dearing Wall Rating - Corrosion protected steel studs, min No, 20 MSG (0.0329 In., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0.036 In. thick) gale steel or No. 20 MSG (0.033 In. thick) primed fel, Cold Formad, shall be designed in accordance with the current edition of the Speclfkation liar the Design of Cold -Formed Steel Structural Members by the American Iron and Steal Institute. All deslgrl details enhanGlnq the structural frttair fly of Che woo aaaernbly, I%feuding the axial design load of the Stud$, shag be as apia+cthol by the steer stud d= ar producer, and sttefl me$t tlha ... uire" of an q gable w. _" _ iacai crime a4aniJ fifui"mm'x "stunt spactno of ria MbIlis s, na exc edl 2 fin; :" 'a m floor and eelNn►g tracks with 1/2 In. long Type 5-12 steer screws on barn sides of studs or by waload or botteq{ connections designed in accordance with the AISI specifications. Top and bottom tracks Shan Consist of OW members, rntn No. 20 MSG (0,0929 In,, min bare metal thickness) steel or min No. 20-GSG (0.036 In. thick)' galy steel or No. 20 MSG (0.033 In. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, telling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs, 4B. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/2 in. wide, min 1-1/4 In. Ranges and 1/4 in, return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 In -long legs, attached to floor and ceiling. with fasteners 24 in, OC max.. Studs, cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 In. separation hetween steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. S. Gypsum Board - Classified or Unclasslfied - Min 1/2 in thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to wood studs (item 4) with 1-1/4 In. long steel drywall nails Spaced 12 tn. OC- Wallboard attached to steel studs (Item 4A or 4B) with i In. tong Type S steel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nall or screw heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.062 In, thick, min 2 in. wide with min 2 In. and 2-1/2 in, legs. Clips secured with one Type S screw 3/8 in, long to "H" studs and with one Type W screw 1-1/4 in. long to wood framing or steel framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. 7. Batts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZ.1Z) Categories for names of Classified companies. U - LJ 373 2 HR WALE 2 SCALE: N.T.S. System No. W -L-2377 F Ratings - 1 and 2 Hr See Items 1 and 3 -1 Ratings 1 and 2 lir SSee Items 1 and 3 g l L. - Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 400•F - 4 CFM/SG Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DFSCRIBFD IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RFSISTANCE DIRECTORY AND SHALL INCI UDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF FITHFR WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STFEL STUDS TO BL MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN, OC, B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, MAX DIAM OF OPENING IS 3 IN, THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EI iI ER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO A MAX 1-1/4 IN, PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THF FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD COLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSiEMS B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BI_AZEMASTERS SDR13.5 CPVC PIPE FOR USE IN CI.OSFD (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCA -CION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WAIL_/PENETRANT INTERFACE ON BOTH SURFACES Or THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONF SEALANT BEARING THE UL CLASSIFICATION MARK SI S F Reproduced b HILTI P Inc. Courts of p, P V Y Y V Underwriters Laboratories, Inc. U June 20, 2000 ® ` Hilti Firestop ,systems w• AYNE AL.Itomotic Fire Sprinklers, Inc. FIRE CAULK - HIL11 SYSTEM No. W -L-2377 UP TO 2" CPVC & DRYWALL - 1 10 2 -HOUR SCALF: NONE 00203 �1 PENETRATION PROTECT]ON L HR u J SCALE: N.T.S. w <C 0 Z O LL U w �II Z U 0 � O W Cul Q r-- o W CQ � W � IL 6O� Q M cc i-1i11N WZ� � SPO Z o w 0 _J rn G H- E-+ �o O � w � = o L� L SD5 i" V) LsJ ® � 00 Z LLJ o --I M =< LTJ Zo o w LJ DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No- 905/117 SCALE AS NOTED DATE 12/22/10 SD5 TOIL I'LAIE OF WALL -TRUSSES AT 24" O.C. *ATTIC DETAIL—ADJACENT TO TRUSSES 'I" DENSGLAS UL -IRA SHAFT LINER w _ _ NO MINIMUM AIR SPACE H -STUD W/BATTEN STRIPS EXILR )R 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEA1 HIND USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT TOP PLATE OF WALL WRAF' TRUSS A'T TERMINATION POINT W/ 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING EA SIDE OF TRUSS 24" BACK FROM FASCIA DOWN INTO SOFL IT BOX FIRE CAULK ALL JOINTS AND SEAMS ATP r_, 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEA I -HIND BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINT` AND SEAMS PLAN VIEW- TERMINATION AND C;LOSURL OF 1 HOUR PRU EC 1 ED SOFFIT FIRE RETARDEN I TREA I ED PLYWOOD - FIRST 2'-0" ABOVE --" FASCIA 5/8" TYPE "X" DENSG1_ASS MOISTURE RESISTANT EXTERIOR SHEATHING U`. --,ED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFT I1 AND FASCIA TO _ MATCI1 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP - PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FIRE RATED/ PR01 ECTED OVERHANG DETAIL SCALE: N.T.S. FGA AND INTERIOR PARTITIQNSo WOOD FRAMED LE NO. WP 3510 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS One Layer she' type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 24" o..c_ with 6d coated naft, IT/e" pang, 0.0918" shank, 1/4 " heads. 7" O.G. Jo nits staggered 24" an opposite sldes. (LOAD-BEARING) Thickness: w � w •, t% i cam► o ;'v r0- Cl 6� � " ®Q Z • • ..a : W N w i ci i® :2 _J ti � ,'CQ Q ofCR Approx. Weight: 7 psf Fire Test UL R3501-47.-48.9-17-65, 0 UL Design U309; UL R1319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404, 10-14-70 ILZJ 1 HOUR FIRE RATED EX1 �_ RIOR WALL ASSEMBLY (0309) SCALE: N.T.S. WOOL) TRUSS 6" WIDE 112" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS Al ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/`.:.D5 (WHI 495---0743) 17) SECTION A -A THROUGH TRUSSES & SHAFT LINER SCALE: N.T.S. EXTERIOR WAIT INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE 2" H -STUD 1" DENSGLASS ULTRA SHAETLINER —EXTERIOR GYPSUM SHEA1 HIND AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C—TRACK EXTERIOR WALL FRAMING GEORGIA PACIFIC GYPSUM LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS, PLEASE OBTAIN APPROVAL FROM THE PROJFCT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 EXTERIOR WALL IN3-I ERSECTION DETAIL - - - -- - ------ SCALE: N.T.S. GYPSUM PANEL PRODUCI AS SPECIFIED INTERIOR WALL FRAMING --- 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAETLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. 6" WIDE 1 /2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/D5 (WHI 495--0743) EXTERIOR FACING 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTL_NED TO METAL "H" GYPSUM SHEATHING STUDS 1" DENSGLASS ULTRA SHAT TUNER SIN 1�7 2" H -STUD EXTERIOR WALL FRAMING --- 0373 OFFSET FXTERIOR WALL DE -I AL 1_ SCALE: N.T.S. 2" C -TRACK Design No. U9 o6 BearingWall Rnl M - 2 IM /4 • L:3 cj CD C::� Nw 1. Concrete Blocs* - No.minal;6 by 8 by t6 in.,, hollow or solid. Classificaon DM -2 (2 hr). Anchor Concrete Products, Inc.. Mricla Rock Industries, Inc., Pike Industries Inc., d/b/aT'1c on Whitcomb. Westbrook Concrete Black Co, Inc. 2. Mortar - Blocks laid in full bed of mortar, non-. 3/8 in. thick of not less than 2-x/4 and not more that 3-1/2 parts of clean sly sand to s part Portland cement (proportioned by volume) and not n3o,re than So percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stumo or Gypsum P]lastear - If used, add r/ 2 hr. to Classification. Attached to concrete blocks (Item i) 4. Foamed PInsHe* - (optional - not shown) a-1/2- in thick -r, 4 £t wide sbea&kg attached to concrete locks (Item i). Celateac Corp. -Type TTheraoax *Bearing the UL Classification Marking 6" WIDE 1/2" DENSARMOR ----- -- - PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL... "FI" SIDE OF CENTERLINE OF FIRE WALL __ STUD Al ROOF TRUSS (2) 1 " SHAFT WALL LINER FIRE WALL UI__# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. AF FIRE BLOCKING (2) 1 " SHAFT WALL LINER IIRE WALL ULA U373 PER MANUF'R SPECS 2x4 STUDS C@ 16" O.C.- W? R 1 1 BATT I N S U L. (TYPICAL_ EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) - 3/8" PAN HEAD SCREW - FIRE BLOCKING AS REQ'D 6" WIDE 112" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FI_.00R TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & ETC SHALL- BE SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL A �-- -= SY S.I.EM IN ATTIC PER f MANUFACTURERS SPECS SE 3/SD5 (WHI 495-0743) ALU UM CLIP PER F'R PRE NGINEERED RO F TRU iES AT 24" O.0 .1/2" GYPSUM CEILING E ALUMINUM CLIP PER ME BACK 10 BACK C --TRACKS -ALUMINUM CLIP PER MF -1 1/4" DRYWALL SCREV ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 1/22" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN FASTLNLR AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2007 ED. TO GET 4" FQUIVALFNT THICKNESS (REF TBL 721 .3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DE.:I_.IVF REL) HAS CORRECT RATING. TYPICAL FOOTER- SEE FOUNDATION "'-_I='-"- "' -III-_ " II-III III -III -3 1 /2 MINIMUM CONCRETE .�I AB PLAN FOR SIZE & REINFORCEMEN.r Illllllllll 11111,1,11 II -11 I_jlllllilF 1111 REINFORCED WITH FIBERMESI-1 ON :1IL_._.IIL.II11=1II�..IIhIII_:.. 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION — DETAIL 1,2,&3 ON SHEET SD5 2 HR EIRE WALL DETA L (0373) SCALE: N.T.S. _ r w � w •, t% i cam► o ;'v r0- Cl 6� � " ®Q Z • • ..a : W N w i ci i® :2 _J ti � ,'CQ Q ofCR 0 0 �Q Cy E- Z a �4 �71 0 ,1 � I--^ U) N W Z ►-�� P4 � z E- W w two 0 o F CQ CQ ..pp IIIIu O 1-- w ; STEP 1 STEP 2 STEP 3 STEP 4 INSTALL 6" WIDE D SELF -ADHERING MEMBRANE 00 FLASHING OVERLAPPING 0 p\�Ct� ALUM. DRIP EDGE OVER— DOOR FRAME 1" — _ Q o N W Z C/D P•��F INSULATION BAFFLE n `\\ E~ / BETWEEN EACH TRUSS FASCIA ��. — — .� u ATTIC TOP OF PLATE .-- � n � U/S OF SOFFIT T. T EXTEND SFLF-ADHERING / TOP OF WINDOWS w 1„ \ MIN MEMBRANE FLASHING 1" W INSTALL (i" WIDE REQUIREMENTS I } 1 MIN BEYOND JAMB aELF-ADHERING I FLASHING O MEMBRANE FLASHING — Q FOLD HOUSEWRAP I - INSTALL DOOR PLUMB, W 2 OVERLAPPING DOOR FRAME SEE DOOR DETAILS FOR IN AND AROUND -I I LEVEL AND SQUARE PER FINISH/TRIM DETAILS " < W JAMBS l -. -. MANUFACTURERS Z C) I WRITTEN N5TRUCIION.S 0 - Z W �� LJ 0 < Q -- DESIGN DRAWN SET THRESHOLD IN BEH-- TJF TJF CHECKED WMR/TJF - f I OF SEALANT. JOB No. 905/117 SCALE " 'L D APPLY SEALANT AT DATE 12/22/10 CORNERS AND FRONT- .. .. EDGE OF IHRFSHOLD STEP 2 STEP 3 STEP 4 INSTALL 6" WIDE D SELF -ADHERING MEMBRANE 00 FLASHING OVERLAPPING 0 p\�Ct� ALUM. DRIP EDGE OVER— DOOR FRAME 1" — _ Q o N W Z C/D P•��F INSULATION BAFFLE n `\\ E~ / BETWEEN EACH TRUSS FASCIA ��. — — .� u ATTIC TOP OF PLATE .-- � n � U/S OF SOFFIT \ EXTEND SFLF-ADHERING / TOP OF WINDOWS w 1„ \ MIN MEMBRANE FLASHING 1" W REQUIREMENTS x MIN BEYOND JAMB I FLASHING O — Q W 2 � SEE DOOR DETAILS FOR - FINISH/TRIM DETAILS = < W STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45" ANGLE MODIFIED "I" CUT HOLISFWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHINC OVER NAILING FLANGE JAMBS EMPORARILY OLD -UP & SEC OUSEWRAP (OR LICK FLAP UND t HEAD FOLD HOUSEWR AT JAMBS & 5. SLOPE SILL F.( NSTALI .,ELF -AD "1EMBRAF LASHINC JAILING I ]FAD -XTFND SELF -AD sEMBRAP I" MIN B -LASHING v.r. � ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI STAPLES) IF RE( BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR at SILL. EXTEND FLASHN FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD C WINDOW PPLY j" NOM. '- ONTIN000S BEAD OF EALANT AT JAMBS ,ND HEAD or APPLY 0 BACK OF WINDOW ,AILING FLANGE IN NE W/ 'RE -PUNCHED HOLES IR SLOTS. STEP 4 INSTALL WINDOW - PLUMB, LEVEL AND SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS STEP 5 IWIINDOW INSTALLATION AND FLASHING DETAILS ARE. CONSISTENT WI1H ASTM 2112 METHOD A�l EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED $ IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS W&IIII& SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) EXTEND MEMBRANE FLASHING MIN 1" BELOW `"`� `� FLEXIBLE FLASHING %�/� at SILL, FLUSH TO SILL FLEXIBLE FI_A`aHING `�` _ INTERIOR FRAMING. INTERIOR VIEW STEP 6 STEP 7 ' STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPENING FSA� HIN�DE1All => SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION— OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (b" NOMINAL THICKNESS) FINISH SECOND FLOOR FINISHED TEXTURE COATING PER BUILDER SPFCIFICA71ONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION. (" NOMINAL THICKNESS) REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS, 44, PROVIDE CONTINUOUS J" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS OSB SUBFLOOR GLUED & SCREWED — .T 16" DEEP OPEN WB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES I, BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT �a CONNFCTIONS 7g" 3, 1„ PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INSIDE AIR FILM (R-0.68) 43".4' PRESSURE IREATED STRAPPING 0 24" O.C. (R-1.10) T -NAILED INTO BLOCK. IL " INTFRMEDIATE WALE "FCTION SCALE: N,T.S. ALUM. DRIP EDGE SET PLASTIC ROOF CEMENT & NAILED OVER J"xl�" BLOCKING PREFIN. ALUM, FASCIA VENTED SOFFIT. FINISH SLAB ON GRADE FINISH GRADE ro F CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYIFNE VAPOR BARRIER OVER COMPACTED FILL. 36' WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGI FS. PLACE UNDLRLAYMENI ON TOP OF MTL. DRIP AT EAVES. POI ' HALT SHINGLES OVER #15 FELT PAPER ON 7/16" X OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 4 24"O.C. MAX. W/ Bd GUN NAILS 0 6" O.C. PROVIDE 0,002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONCBLOCK & U/S OF ROOF TRUSSES SEL SIRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHLD TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL.IATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) GARAGE oo - 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 34" POURED CONCRETE SLAB ON VAPOUR BARRII FOOTING GTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YE='ICAE ONE STORY WALL SECTION 2 SCALE: N.T.S. ROOF-CONSTRUCTIONATTIC VENTILATION (FBC-R806) ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VFNT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH "H" CLIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN REQUIRED VENTS 10 BE LOCATED MIN. 36" ABOVE NAILS 0 6" O.C. LAVE IN UPPER PORTION OF ATTIC SPACE., INSULATION BAFFLE BETWEEN 36" WDE UNDERLAYMENT INSTALLED WITHOUT WRINKI FS FACH TRUSS OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO i p HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY YN CP SHINGLES, PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. TOP OF BLOCK U/S OF SOFFIT ALUM, DRIP EDGE SET IN A A ROOF pY1GN � i , 112 11 L PLAS'RC ROOF CEMENT NAILED OVER j"x1j" ��BLOCKINFGWNDO� PREFIN. ALUM. FASCIA & 9" VENTED SOFFIT. FINISHED TEXTURE COATING PER BUILDER b1'-` SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPIICATION. 0' NOMINAL THICKNESS) 1. ---- PROVIDE MIN. R19 BATT INSUL. & F DRYWALL CEILING _ PROVIDE 0.002in POLYETHYLENE FILM OR p15 FELT BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 .. REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE) PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH CEMENTITIOUS FINISH (PER ELEVATION) #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT. ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, IIED TO CONT. ROD IN FOOTING & BOND BEAM TYP ,.AL EAUE D FTAI L - SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SFE ��wP SPECIFICATIONS) . SD9; \\ SD9 FINISH, „SECOND FLOOR TOP OF C.M.U. WALL I TOP OF WINDOWS 0 oo ACTUAL WALL THICKNESS INCLUDING STRAPPING, DRYWALL & �" CEMENTITIOUS FINISH = SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE 4 FINISH GRADE r O PLASTER SKIM COAT OR �h PAINTED FOUNDATION WALL \ VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC—RES R613.6 & R613.7.5 SECOND FLOOR " PAINTED DRYWALL 1 "X31° STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) _ h" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JRUSSES P FLOOR IRU`'> LAYOUT J BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIF 1 REQUIREMENTS) REINF. PRECAST CONC, LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) I INSIALL WINDOW PER WINDOW MANUFACTURER'S _ SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC—RES R613.6 & R613.7.5 i GROUND FLOOR I PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW I J" PAINTED DRYWALL (R-0.45) FI—FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INSIDE AIR FILM (R-0.68) J%1�" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1.10) T—NAILED INTO BLOCK, 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" NOMINAL THICKNESS) — (R-1.00) TOTAL R—VALUE = (R-8.61) REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT, ENGINEER'S SPECIFICATIONS. \ CLEANOUT OPENING FOR EACH GROUT CELL d V ° 4 e �— e 4 3�" CONCRETE SLAB ON 6 MIL. ARIES POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. _POURED CONC, FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) D/P CAE 2 ('TORY WALL J ECT, O N SCALE: N.T.S. W F— 0 0 N_ L.L U W ~`® •••e•ua•• • �hS�I ••••io �` i cn ►^�.•••e " 1CV4* 46--iOW W O Oa hz i W Rj cx:•2 ;00 :v O: �V•0P -7 —U �I cif I ®e• •s•ee•••A�� 1,, L II vs O 1 � l lllr�`�� � D 00 0 p\�Ct� ALUM. DRIP EDGE OVER— O — _ Q o N W Z C/D P•��F INSULATION BAFFLE J"xl OVER 12"x52" SPR. `\\ E~ / BETWEEN EACH TRUSS FASCIA ��. — — .� u ATTIC TOP OF PLATE .-- � n � U/S OF SOFFIT \ PROVIDE MIN. R19 BATT INSUL. & DRYWALL CEILING cD TOP OF WINDOWS w 1„ \ SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION O O W REQUIREMENTS . SD9; \\ SD9 FINISH, „SECOND FLOOR TOP OF C.M.U. WALL I TOP OF WINDOWS 0 oo ACTUAL WALL THICKNESS INCLUDING STRAPPING, DRYWALL & �" CEMENTITIOUS FINISH = SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE 4 FINISH GRADE r O PLASTER SKIM COAT OR �h PAINTED FOUNDATION WALL \ VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC—RES R613.6 & R613.7.5 SECOND FLOOR " PAINTED DRYWALL 1 "X31° STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) _ h" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JRUSSES P FLOOR IRU`'> LAYOUT J BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIF 1 REQUIREMENTS) REINF. PRECAST CONC, LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) I INSIALL WINDOW PER WINDOW MANUFACTURER'S _ SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC—RES R613.6 & R613.7.5 i GROUND FLOOR I PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW I J" PAINTED DRYWALL (R-0.45) FI—FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INSIDE AIR FILM (R-0.68) J%1�" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1.10) T—NAILED INTO BLOCK, 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" NOMINAL THICKNESS) — (R-1.00) TOTAL R—VALUE = (R-8.61) REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT, ENGINEER'S SPECIFICATIONS. \ CLEANOUT OPENING FOR EACH GROUT CELL d V ° 4 e �— e 4 3�" CONCRETE SLAB ON 6 MIL. ARIES POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. _POURED CONC, FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) D/P CAE 2 ('TORY WALL J ECT, O N SCALE: N.T.S. W F— 0 0 N_ L.L U W ~`® •••e•ua•• • �hS�I ••••io �` i cn ►^�.•••e " 1CV4* 46--iOW W O Oa hz i W Rj cx:•2 ;00 :v O: �V•0P -7 —U �I cif I ®e• •s•ee•••A�� 1,, L II vs O 1 � l lllr�`�� � SD7 D 0 n O Q o N W Z C/D m E~ I ��. .� u l< I-1 U) N W F-4 m '_" E_., Z .-- � n � 't r4 , �QxO� J Lj W w O O W O �a x I C) O — Q W 2 � - = SD7 n W ��. 12 0 00 = Z I 1 I O — Q 0 - = < W Z C) o �- 0 U � Z W �� LJ 0 < Q -- DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD7 UE U 338 1 HOUR RA I EIS NON-FOADBFARINU PANEL 2X4'S FLAI WISL `.)[)ACED Al :'4" O.C. 1 LAYER g" TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER" IYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ON TO FACE OF WALL . EIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL CX-) ROOL CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPFCIFICATIONS) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF TOP OF PLATE 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT 4 D6 FINISH SECOND FLOOR TOP OF C.M.U. WALL SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDA11ON CONSTRUCTION DETAILS FINISH SI_AR ON GRADE - FINISH GRADE �' s PLASTER SKIM COAT OR - s PAINTED FOUNDATION WALL Fq INSULATION BAFFLE BETWEEN EACH TRUSS Y. x D ATPC PROVIDE MIN. R19 BATT INSUL. & ;" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS FXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATR (U7)09) EXTERIOR FIRE WALL SEE SHEET SD6 TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16 O.C. (SEE STRUCT. ENGINEER'S FNGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) " TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED .3 COAT CEMENTITIOUS APPLICATION OVER GALV. M 11. I AIH W/ #15 FFI_T PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) -' 16" DEEP OPEN WEB FLOOR TRUSSES PES FLOOR TRUSS LAYOUT. BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEF STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EOUIVELANT THICKNESS REINFORCED CONCRETE MASONRY UNIT MOCK WALL PER /H STRUCT. ENGINEER'S SPECIFICATIONS. 7. - CLEANOUT OPENING FOR EACH GROUT CELL d A Q O O d d 4 v d d - 3?" CONCRETE SLAB ON 6 MIL. POLYETHYLENE VAPOR BARRIER -ARIE�� -CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EXT' RIOR WALE SECTION (J-YP) �$ SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD N layer 5le type X gypsum wallboard applied at right angles to wood root trusses 24" o.c. with 11/4" Type W or S drywall screws 24" o.c. Face layer 6/e" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/B" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 1112" Type d drywall screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base layer joints. Wood trusses supporting 1/2" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. 0 UL DETAILS Approx. Ceiling Weight: 5 pat Fire Test: FM FC 172, 2-25-72; ITS, 8-8.98 Dedp Nor U301, Bearing Wall Rating - 2 HR. Finish. Rating - 66 Min. 16" ox, � 160 O.0 -ate ti C3) �:J ��@ 1C4 fit t4jlplAd i:.Nanea-Fxpasedorcovered withjoint finisher. 2. Joints -,Exposed or covered with fiber tape and joint . As an al inmate, nominal 3/32 in. thick gypsum veneer plaster may be applied to time entire slatfwe of Classified veneer' baseboard. Joints reinforced. 3. Nails,- late cement coated nails 1 -TS in. long, 4.0915 in. shank diam, 114 im diem heads, and Ed cement coated nails 2,3/8 in. long, 0.113 in. stank diam, 902 in. diam heads. 4- Gypsum Board -' - 5 /S in_ thick; two layers applied either horizontally or vertically inner dyer attached as studs *vim the 1-71 in. rails Wece d ft in. OC. Outer layerattached to studs over inner layer with the 2-3/S in. long nails spaced Sin. CC. Vertical joints located over studs All joints in face layers staggered with joints in base layers Joints of each base layer offset with joints ofbaw layer on opposite side. When Lased in widths other &an 48 in., gypsum; board to be installed horizontally: When Sleet Framing Members* (Item b) are used, base layer attached to furring channels With T in. long Type S ale -head steel screws spaced max 24 in. 00; face layer ached wigs 1-5 /S sit: Ion g Type S bugle -bead steel screws speced Drax 12 in. OC. UE DETAILS JD - UL DFSIGN U338 Design Mo. U330 Septemaer 15, 2010 uonaoadrq or Bearing WNI Boeing - 1 MIL pee Mme a era IA7 IaAlsh eeeisa - One Loyar of WenbMd - Min. m Min. Two lasso or Weltaearo - Min. N Min bed Peobleood for Cenedlen AygMralbw -SSU Goals Bell WAL SECTION 1. \Nose Studs - Nom 2 by 3 or 2 by 41n., Bee new, spend 24 M. O.C. max, elamyaly haRoppee. 2. Wpur a aowda - For N nIftw p Wan mt'ng -- One layer V 5/81n. thick, gypsum eoerd secured to own ode or Muds. Gypoom bowl applied homonally or vemcaliy, unless soeclflad below, Min vertical joints cena2d on studs, and naded to etude endDoDownDewar l In. O.C. wish ad cement coated nails, 1-710 In. long, 0.0915 In. shank dfi m end 1/4 In, diam hood. As en akemel s, No. 6 bush, head drywall Knws, 1-7/9 In. long, may be sublimated for the 6d cement costed nos. 25. Gypsum BNrda - (N an allsrnlate to Ism 2, not strewn) - For Nonbeering Wall rating - Any SIN In. thick gypsum partes supplied by the Cemlhed Companies listed below shown Gypsum Bperda (CKNX) Category, Applied horimntelly or vertically and attached bD Buds and baring plates with 1-1/41n. long Type W cmme crowd aypsum pow steel screws spaced a mace 8 In. OC, Mth I861 anew I In. from edge of board. When used M widths other than 48 in., gypsum board to be Installed horiaorrteNy. CANADIAN OYPM14 COMPANY UNITED STATUS GYPSUM CO U8°NM=SADe CV 2C. goo -, R eaard• - Same as Item 28. For Bearing Wall rating - Additional layer of S18 In. Mick, 4 R wide wallboard each side of eesemaiy. Attached to studs over Inner layer 8 In. O.C. max wish 1-7/4 In. long Type W corm thread gypsum panel steel screws. CANADIAN GYPSUM COMPANY UMBO STATUS GYPSUM Do LMM =D SA DE CV 2D. GypMRe Boards - (As analternate to Item 2, not shown) - For Nonbanng wall rating - 5/8 In. thick gypsum panels applied horimmelly or verticely and winched to studs and baring plain with 1-1/4 In. long Type W Soares, thread gypsum panel steel screws spaced a mat 8 In. OC, with last screw 1 lin. from edge of board. When used in widths other than 48 In., gypsum board to be installed horizontally. ANDUCAN GYPSUM CO - Types AGX-1, AG -C CMTAIPMED GYPSUM INC - PrORM Type C or Proltoc Type X CMTAIWMID GYPSUM CANADA INC - Ismael: Type C or ProRoc Type X TEMPLE-INLAND - Type TG C 2E. Gypssm Barad* - Same an Item 20. For Bearing Well MMrg - Additional layer of 5/81n. Mick, 4 R wide wallboard each sloe of assembly. Attached to studs over inner layer 8 in. O.C. max with 1-7/8 In. long Type W term throw gypsum Panel stat screws. A04ERN M GYPSUM CO - Typo AGX-1, AG -C CMTAUnM GYPSUM INC - PmRm Type C or ProRoc Type X CMTAMMD GYPSUM CANADA INC - Proem Type C or ProRoc Type X \ TIMPUS-ZNLAMD - Type TG -C 2F. Gypsum Dowd* - (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - 5/e in. Mick gypsuNn panels, with square edges, applied either horizontally or vertically. Gypsum DanNs Fastened to framing with 1.1/4 In. king type W coarse threed gypsum panel steel screws spaced a me 8 In. OC, with last 2 screws 1 and 41n. from edge of board or nailed as described In Item 3. When used In widths of other than 46 In., gypsum boards are to be Installed horimntoy. TEMPLE-INLAND - GreenGlam Type X. TEMPLE-INLAND - Type X ComfortGuard Sound Deadening Gypsum Board. ' 21. W panelftrMM s, applMd NalaraWlypanns as described gibed n Item 2 or 2A. As an alternate W Items 2 through 2M) - Nominal 518In. thick, 4 it SERIOUS MATERIALS INC - Types QuIetkock ES, Quledlock 527 / 3. lelltb end Mall Maeda -Gypsum board )Dints of outer layer covered with paper tape and Joint compound. Nall heads II/\l of outer lays covered wIM )olnt compound. As an alternate, nom ar ma 3/321n. thick gypsum vanplaster y be applied to the entire surface of Classified veneer baseboard with joints reinforced with paper tape. 4. "M all R4n1Mb4 - (optional) - Mex 1 In. thickness 91am or mieerai fiber ban Impolatlon. See Seat. aha Bb a (BZIZ) category for name of Classified companies. 4A. Fiber, 21seM4 -Nan estimate to Beta and Blankets(Item 4) -Spry applied wllebN te mariflash el. The h M applied with water to completely nil the enclosed cavity In accordance with the application Instructions supplied with the ( product. Nominal dry density M 3.0 afft". Alternate appllcabon method: The fiber M applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one art adhesive t0 6.6 ph, fiber to completely fill the enclosed cavity In accordance with the applki tion Instructions supplied with the product. Nominal dry density of 2.5 Ib/It3. C U S GREENFIMR L L C - Cocn2 StabnRed or Cocoon -FILM (FIM Rated Material) 4B. Nedber, Spro"w- - As an allrnote be Batts land Blankets (Item 4) aha Item 4A -Spray applied celluloee insuiatbn C' material. The fiber a applied with water to Interior surfaces In attorclance with the application Instructions supplied with the product. Applied to completely rill the enclosw cavity. Minimum dry density of 4.3 pounds per cubic RL MwwooL CO IMe - Cellulooe Insulation C4C. RW, eprayada - As m alternate to Batts and Blankate (Item 4) - Spry applied cellukNe fiber. The fiber a applied with water to complatay, fill the enclosed cavity In accordance with the application Instructions supplied with they product. The minmlum Ory dMbry small W 4.30106/Rs. I MYSAUCIOAL CSLLULON CORE - CNter-RI tmg the UL ClaaWkatbn Mark 7 -� UL DETAILS S ®$ UL DETAILS ITE WITH PERMISSION FRC�tat UNDERWRITERS LABORAT-&Rit, _C UNDERWRITERS LABORATORIES I/ FIRE RETARDANT TRLATED PLYWOOD SHEATHING ON PORCH ROOF 2 l AYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR - PENETRATF SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH �C� 1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" LYPL "X" DENSGI.ASS EXT SHEATHING ON PORCH CEILING / 3 \ CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE 1 PORCH OVERHANG DETAIL �JD8SCALE: N.T.S. 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR - PENETRAIE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA 1'0 - MATCH 2x4 P.T. FRAMING AT 16" O.C. FIRE RETARDANT TREATED PLYWOOD SHFATHINC ON PORCH ROOF n Fa D I V�\ B E A M =� 2 AYERS 5/8" TYPE "X" DRYWALL INSTALL AND FASTEN PER-.� Ul DETAIL U301 THIS SHEET HOUR RAILD CA FILE NO. RC2602 2 LAYER 5/8" l YPE "X" DENSGLASS EXT SHEATHING ON 3 PORCH CEILING `- C�CrNt;F*tET�r�NTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHE[ IS FOR ACTUAL- SIZE 2 PORC>1 OVERHAND DETA U$ SCALE: N.T.S. J FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2x4 P.T. FRAMING 1 3 TYPICAL PORCH OVERHANG DETAIL SCALE: N.T.S. IND FASTEN PER ATIiING ON� Z \ o o Cn Q � i- i- Z Z Z jZ O O O Z Cn O_ � i- i- Z Z Z jZ W W W = Do U 0 O O O W U U U 1 h II a 7)04 0 CL O W W W _ < W W Z W W W W }- Jbi C� >- >- >- W < W "0M a Wei V) Ll T'- Q _-q = Do P4 cc 1 h II a 7)04 0 CL O �ZH [� _ < W W Z W Z n �0 � OZ }- Jbi _ W < W L^L < w CL J o DESIGN DRAWN V / L TJF TJF Wei V) Ll la,1J = Do Z 1 h II l O _ < W Z n o }- O W < W L^L < Q Q CL J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. g05/117 SCALE AS NOTED DATE 02/04/11 Wei