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HomeMy WebLinkAbout2249, 2253, 2257, 2261, 2265, 2269 Brookridge Trl (a)DRAWING INDEX SHEET NO. DESRIPTION o Ill -00 �r U)N 0) C-1 COVER, INDEX, REVISIONS, Y HOMES a) c� rn rrrrAm � W LO� BC2 BUILDING COMPOSITE FIRST FLOOR PLAN �`� > BC3 BUILDING COMPOSITE SECOND FLOOR PLAN N CL o c\l"' BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS Ict a a BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONSLU = J BC6 BUILDING COMPOSITE ROOF PLAN OCH LAK TOWN HOM S ` t (=D 3- F 1.1A UNIT TPTH03E FLOOR PLANS AND DETAILS 1.2A UNIT TPTH03E ELEVATIONS AND DETAILS U. p N qt E 1.3A UNIT TPTH03E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER SANFORD, F ORIDA>_ O m V CnIt 1.4E UNIT TPTH03E ELECTRICAL PLANSCL = CD 0 2.1 A UNIT TPTH02 FLOOR PLANS AND DETAILS � •� LO N V DING at6 x -0 .` M � BUI 2.2A UNIT TPTH02 ELEVATIONS AND DETAILS � o c"� c 2.3A UNIT TPTH02 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER = c� ca � O 2.4E UNIT TPTH02 ELECTRICAL PLANS a Q C4 -0 OC *77 0 � CV N CZ 3.1 A UNIT TPTH03 FLOOR PLANS AND DETAILS S*82H 00 it p M -p 3.2A UNIT TPTH03 ELEVATIONS AND DETAILS Q }- '� r 3.3A UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 0 i J 3.4E UNIT TPTH03 ELECTRICAL PLANS o W 6;$ 0 V � N Z 4.1 A UNIT TPTH01 FLOOR PLANS AND DETAILS 6:12 8:12 6'y B,2 6:12 6,12 4.2A UNIT TPTH01 ELEVATIONS AND DETAILS 6:12 8:12 6:12 6.,2 8:12 C ? 8.,2 6:12 Li 4.3A UNIT TPTH01 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 4.4E UNIT TPTH01 ELECTRICAL PLANS • - J `� ���`��� ••��� �i�� 5.1 A UNIT TPTH03 FLOOR PLANS AND DETAILS ®m m ®, ® ® _ ® : ;. ® �a•• W •'. �' F.G • . c.n a - FE J a z 5.2A UNIT TPTH03 ELEVATIONS AND DETAILS ®F.G. F.G ® ® _ z N M: d 11 LU 1q44 U - 5.3A UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 8:12 a [� [� 5:,2 1:,2 �; ® 5:12 1 ❑ ❑ ❑ �; Q p _ 5:12 - 8:12 d • ,A V/ 5.4E UNIT TPTH03 ELECTRICAL PLANS ••.••c� Q o 6.1A UNIT TPTH06E FLOOR PLANS AND DETAILS 'ii�i••„KP������ o 6.2A UNIT TPTH06E ELEVATIONS AND DETAILS 6.3A UNIT TPTH06E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER =__ ___ �� ==_ _®❑_ �� S___ EEO ®®® ®®® 6.4E UNIT TPTH06E ELECTRICAL PLAN ®®® E3 ®® ®®® ®®® mm ®®® ®®® ®®® lF7 E1 E2 E3 E4 ES E6 E7 ES TPTH03E TPTH02 TPTH03 TPTH01 TPTH03 _ TPTH06E S1 STRUCTURAL NOTES 82 ELEV. 'B' 81 ELEV. 'A' (REV.) 80 ELEV. 'B' (REV.) 79 ELEV. 'B' 7$ ELEV. 'A' (REV.) ELEV. 'A' (REV.) c L� S2 BUILDING FOUNDATION PLAN S3 DOWEL LAYOUT PLAN Q z p w cc S4 FLOOR FRAMING PLAN SS ROOF FRAMING PLAN Construction Documents Conceptual Design Structural Engineer Builder & Owner0 MCC S6 LINTEL PLAN V d Z N w SD1 FOUNDATION DETAILS & Project Coordination of Record C, P. SD2 GENERAL DETAILS H SD3 GENERAL DETAILS 0 a w H z SD4 GENERAL DETAILS TF Design, Inc. Quadra Design w �� a g g I I J � �� F SDS AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS �� W ~ Z o x a Studios Inc. AATTA,MY � z SD6 FIRE SEPARATION WALLS AND DETAILS 6685 Arroyo Dr. homes0 DESIGN Melbourne FL, 32940 MONTA CONSULTING & DESIGN r , SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS 2171 Avenue road, Suite 302 of WMR AND ASSOCIATES, INC. LW sDs FIRE SEPARATION DETAILS LJ 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 Winter Park FL 32789 � suite 220 EMAIL: tfrost@info@quadradesignstudios.com quadradesignstudios.com t-f-design.com Altamonte Springs, FL 32714 2�2�F 12-7RI71 TEL: (407) 681-1917 � TEL. (407) 599-9994 PERMIT � a REVISIONS GENERAL DESIGN CRITERIA Cn_Li 0 OCCUPANCY CLASSIFICATION - R3 SPRINKLER w ~ REV # DATE DESCRIPTION APPLICABLE CODES: 12 N CONSTRUCTION TYPE - 5B FLORIDA BUILDING CODE, 2010 O= 00 00 00 08/15/12 ISSUED FOR PERMIT AND FBCR 2010 z4z DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010 z [___ A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 w 0O OJ B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 I— C) DECKS - 40 PSF LIFE SAFETY CODE NFPA 101, 2009 D) STAIRS - 40 PSF NEC, 2008 � ° E) ROOFS - 20 PSF FLORIDA ENERGY CODE 2010 FBC Q z NFPA 13R 2007'CELd WIND DESIGN LOAD INFORMATION - PER FBC 2010, REF. ASCE 7-10) NFPA 72 2007 Off0 a = 1 ULTIMATE DESIGN WIND SPEED VULT = 139 MPH ry Q 0O 2) NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH HEIGHT & AREA CALCULATIONS D- :2 J m BUILDING CATEGORY = II DESIGN QUADR DRAWNTJF/AT 3) WIND EXPOSURE (ALL SIDES) = B CHECKED WMR 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18- BUILDING HEIGHT = 2 STORIES DWG.No. 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS JOB No. 05 SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: BUILDING AREA SCALE AS NOTED 2010/2ED 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. os/o3/12 TOTAL AREA 15,342 SQ. FT. C=1 SHT 1 OF 20 0 _.w G:. d._ U. CI_ 0 I 0 00 It I LO 9, 3" U L L L V 21'-0" 10'-0" 8'-11 2" 20'-0" 20'- 0" 122'-0" 20'-0" 8'-3" 2 10'-0"9'-91„ Em 20'-0" 4"'a" �T•IRW•N 21'-0" • TPTH02 � T-p TH03 79 TPTH01 78 TPTH03 TPTH06E ELEV. 'A' (REV.) EV. 'B' (REV.) ELEV. 'B' ELEV. 'A' (REV.) ELEV. 'A' (REV.) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS o UNIT 1 FIRST 3/16" = 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 LTJ w 0 Q own r - ••• ••• / • Z w N �tcu'n O w o z Z N W : Q= 1!j O Z pqz o O -iw �• • cn ,, p,• = ILL Q a= W Lu -i :2O0 V0 CL = F-- J LL � U U w Q CD - ) ry � Q0 E— 1m U U) w 0 Lam. w U N 00 F— O J `�11111y11111/// w 0 Q own r - ••• ••• / • O w N �tcu'n O w o z Z N W : Q= 1!j � �O pqz o O -iw �• • cn ,, p,• = ILL Q a= vo Lu -i :2O0 V0 DESIGN CHECKED rti O d" Q own r - E -CQ co rn cn = E-, �Od O w �- �Axca"t � z E- 0 : �O pqz o O -iw zow ILL 00 Lu -i :2O0 V0 LLJW O F-- J LL DESIGN CHECKED rti O d" Q own r - E -CQ co rn cn = E-, �Od O w �- �Axca"t � z E- : pqz o O N zow O�d U 00 Lu Z 3 :2O0 O F-- J =w � Y Q U w Q CD - ) = � Q0 CL:2 1m DESIGN CHECKED DRAWN JOB No. - SCALE AS NOTED DATE SHT OF BC -2 rti O d" Q own r - E -CQ co rn V A ..� 00 E-, �Od O E-4 U) " . �Axca"t � z E- pqz o 0 zow O�d U DRAWN JOB No. - SCALE AS NOTED DATE SHT OF BC -2 W Q Z O_ H n ry U C/1) w __ _ 1 W.I.C. a�" BATH ') OASIS __ LAUNDRY BEDROOM 3 --- �J SWTH 0o I _ .-_ 46.. .__ DN 3R -�) � � I ' ,' ._ � I D I DN 3R a4"_ W. I . C. I II DN 3R a" ` I _- �---- BATH BEDROOM 2 BATH _-- BATH _ - �I CIL W ,� PERS J 3 SIMILAR GD6 BATH e �N SIMILA D6 W.1. C. rn SI ILA 3 as BEDROOM 3 BEDROOM 3 D8 D8 0 / BEDROOM 3 (�) sic I 0 (L2�uut81 u80IIHU S�gI I� I Hl PTHl3 77TPTH0��ELEV. 'B' ELEV. 'A' (REV.) ELEV. 'B' (REV.) ELEV. 'B' ELEV. 'A' (REV.) ELEV. A(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 A FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLES SEE SHEET BC -6 6 UNIT rjUILDING SECOND FLOOR PLAN] 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 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 Nzcn w •••••�•••••••• �I rN.. W Je •• Cr'' LL O W • z NW w V* a U] �WZ W • �, ••� 00 goo boo P 11%A\\\`` =� __ _ 1 W.I.C. a�" BATH ') OASIS __ LAUNDRY BEDROOM 3 --- �J SWTH 0o I _ .-_ 46.. .__ DN 3R -�) � � I ' ,' ._ � I D I DN 3R a4"_ W. I . C. I II DN 3R a" ` I _- �---- BATH BEDROOM 2 BATH _-- BATH _ - �I CIL W ,� PERS J 3 SIMILAR GD6 BATH e �N SIMILA D6 W.1. C. rn SI ILA 3 as BEDROOM 3 BEDROOM 3 D8 D8 0 / BEDROOM 3 (�) sic I 0 (L2�uut81 u80IIHU S�gI I� I Hl PTHl3 77TPTH0��ELEV. 'B' ELEV. 'A' (REV.) ELEV. 'B' (REV.) ELEV. 'B' ELEV. 'A' (REV.) ELEV. A(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 A FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLES SEE SHEET BC -6 6 UNIT rjUILDING SECOND FLOOR PLAN] 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 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 0 0O cn = w : N o00 _ z4z Nzcn w O W Je Wz�� O ~Z®I— F__ O U] �WZ W �z w Z =w z� co ooa z c 0 0O cn = w : N o00 _ z4z DESIGN Nzcn w O Wz�� O o F__ O U] �WZ C) �z w O E-A ~"z.� =w z� co ooa z c Y, LLI z O W d Q O U Cit O:f m:2wm O DESIGN DRAWN CHECKED DWG.No. JOB No. scaiE- AS NOTED 3/16" = 19_099 DATE SHT OF BC=3 r O Wz�� U] �WZ C) �z w O E-A ~"z.� to z� ooa z c o�W�z z O W d O U Cit DRAWN CHECKED DWG.No. JOB No. scaiE- AS NOTED 3/16" = 19_099 DATE SHT OF BC=3 r 6:12 6:12 6:12 0 0 X M M - -rT 0 0 0 X K mE::� I ?^ E:1- �L=j L j 72"x96" °aex" s7 PATIO OITA9 DOOR A000 72"x96" PATIO L0 I DOOR 0 0 K x c0 -j � M a 72"x96" PATIO L0 I DOOR TPTH06E I TPTH03 I TPTH01 ��PTH03 � TPTH02 TPTH03E 77 ELEV. 'A' (REV.) 78 ELEV. 'A' (REV.) 79 ELEV. 'B' "" ELEV. 'B' (REV.) "� ELEV. 'A' (REV.) 82 ELEV. 'B' 6:12 6:12 6:12 8:12 REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 5:12 4:12 6:12 6:12 MINIM a0000 IIII' II"I 11:11117776 71 F7 'F 117 M= 11E E1 E2 E3 E4 E5 E6 9�-ELE 03E � TP02 ��9 TP01 TP03V. ELEV. (REV.) ELEV. 'B' (REV.) ELEV. 'B' V. 'A' (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 SND REAR ELEVATIONS s/is" - 1'-0" 6:12 F 37 6:12 ,m �1 L0 I r 1111 a 01 ■1111 a0000 IIII' II"I 11:11117776 71 F7 'F 117 M= 11E E1 E2 E3 E4 E5 E6 9�-ELE 03E � TP02 ��9 TP01 TP03V. ELEV. (REV.) ELEV. 'B' (REV.) ELEV. 'B' V. 'A' (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 SND REAR ELEVATIONS s/is" - 1'-0" 6:12 F 37 6:12 ,m �1 E7 E8 �� TPTH06E ELEV. 'A' (REV.) TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR TOP OF PLATE FIN. SECOND _FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR 0 1 i� S O' I 0 0 I I 00 r- 10 I rn co O F -- CL W W J z W 2 V, z ^� z E- 1 -4 ~ E - E z a�aza C) C) U�ZE- C Ez L)�vO ZO 0 k0=N14 O U i7— L0 I r 1111 a 01 ■1111 1� ■ I 11 Fn0 -1N1111111111111111111 0 1I11 ==E Elf 1111111111111 :2 N 0 E7 E8 �� TPTH06E ELEV. 'A' (REV.) TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR TOP OF PLATE FIN. SECOND _FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR 0 1 i� S O' I 0 0 I I 00 r- 10 I rn co O F -- CL W W J z W 2 V, z ^� z E- 1 -4 ~ E - E z a�aza C) C) U�ZE- C Ez L)�vO ZO 0 k0=N14 O U i7— L0 I r a 01 Fn0 0 Elf :2 N 0 o0 00 Nz w� � moo O F-- J =w c o W Q F- �<o1 J m DESIGN DRAWN CHECKED DWG.No. JOB No. - _ - _-__- SCALE AS NOTED DATE BCm4 O❑o 6.1'L 8:12 6:12 TOP OF PLATE TOP OF WINDOW FIN. TOP OF FIN. GROUND FLOOR FIN. GRADE 00 6:12 6:12 82 TPTH03E FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS �� TPTH06E ELEV. B ELEV. A (REV.) LEFT END ELEVATION RIGHT END ELEVATION TPTH03E ELEV. 'B' BEYOND 6:12 6 UNIT BUILDING LEFT SND RIGHT END ELEVATIONS r-'qq 9-099 3/M I ELECTRIC METER NICHE E1 WALKWAY 'A' WINDOW AT GARAGE 9 ALK WAY 'B' WINDOW AT GARAGE 6:12 @:2,)WALKWAY 'A' SHUTTERS 6:12 E4 WALKWAY 'B' SHUTTERS TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 WALKWAY 'A' SHUTTERS 6:12 6:12 E7 FRONT ENTRANCE 'A' E8 WALKWAY 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY SHUTTERS UNIT IENTIRY SWALL ELEVATIONS - 3/16 99 = 19-099 '_o" TOP OF PLATE TOP OF WIND -OW_ FIN. GROUND FLOOR o I I 00 W H Z O F -- W U (/-) W 0 w� ♦````� �1� � I 1111 / ,��� •o .w ®d:V�C-= Q z :Z N I'&1Q�Of W CIi i Z C.) �9j c 0 a -p �I (D cn Z 27 63 0 w I �U� AUj co IN W z ►a�aza - � zH�uul 0 I J _ L)Z CD ulN LLJ E- O W cQ d ELECTRIC METER NICHE (SEE - DETAIL) —j W W Z = 9 ALK WAY 'B' WINDOW AT GARAGE 6:12 @:2,)WALKWAY 'A' SHUTTERS 6:12 E4 WALKWAY 'B' SHUTTERS TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 WALKWAY 'A' SHUTTERS 6:12 6:12 E7 FRONT ENTRANCE 'A' E8 WALKWAY 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY SHUTTERS UNIT IENTIRY SWALL ELEVATIONS - 3/16 99 = 19-099 '_o" TOP OF PLATE TOP OF WIND -OW_ FIN. GROUND FLOOR o I I 00 W H Z O F -- W U (/-) W 0 w� ♦````� �1� � I 1111 / ,��� •o .w ®d:V�C-= Q z :Z N I'&1Q�Of W CIi i Z C.) �9j c 0 a -p �I DRAWN AS NOTED DATE SHT OF BC -5 (D cn Z Z 0 w I �U� AUj co IN W z ►a�aza - � zH�uul 0 z��Icnw w L)Z CD ulN LLJ E- O W cQ d 0 O U N —j W W Z = LTJ LLl �N _ n� Q� Vd DRAWN AS NOTED DATE SHT OF BC -5 O d� O w I �U� AUj co IN W z ►a�aza - � zH�uul 0 z��Icnw w L)Z CD ulN a E- O W cQ d 0 O U N U) = LTJ �N O 2 00 zttz V) Z cn W :2 O O Q J =W U�—� W Q U Q CL �o J m DESIGN CHECKED DWG.No. JOB No. SCALE DRAWN AS NOTED DATE SHT OF BC -5 O d� O w I �U� AUj co IN W z ►a�aza - � zH�uul z��Icnw w L)Z CD ulN a E- O W cQ d O U N DRAWN AS NOTED DATE SHT OF BC -5 TPTH03E � TPTH02 TPTH03 TPTH01 TPTH03 TPTH06E 82 ELEV. 'B' "� ELEV. 'A' (REV.) 80 ELEV. 'B' (REV.) 79 ELEV. 'B' 78 ELEV. 'A' (REV.) 5ELEV. 'A' (REV.) LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2010 SECTION R318.6 6 UNIT 3/ 16" - 1' - 4" ROOF SYMBOLS LEGEND ® INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF -RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION (FBC—R806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE. W F -- Q z O_ In U ti w 0 W o � N LL. 46 0. �sw 0 a 6 'rr N Z w z N, W — Z .Q UA v ®: Z V v W% C I � vs Q � cm k.5. o �'•.' in •. �� a 11 q, CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 Z O d' wz°'Q� ® ® �� QVzcn e z ow CC O z �V)oza� C� oa o OL C) W Ew z W ~ Z LL E­'0X�a :D 0 WC\2 -!4 O c) �= w~ LLJ w 12ao O 2 O o N CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 _ C� O o �= w~ 12ao O o V) Lu 12oo O �— J =WQc) ~ J U w Q 0 0 O F-- Q = U 0 n O m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 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 BATH ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING `o T TILE JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE w U EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM rn MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS N z FRAME WALL CONSTRUCTION (2x4) FINISH 16 SUBFLOOR AND FLOOR TRUSSES o w W 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED COATING Cn FLOOR TRUSSES BY REGISTERED TRUSS O O w MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER 0 J W m J J u of C) z �;: = z z z 2 Q W w m SHEATHING, 2x4 STUDS 0 16" O.C. TO U) W :2 W :20- O W J F= F z U op O- U � O O Q 'S C� z Q 0 0 w JW Q W W F- _ _ C� O (n F - CJ w (n O z O 2'-8" 6'-8" 1 O O W FOR 1 HR RATED WALLS ITEM #3-1.3 ALSO APPLY WITH 721,3.1 FOR 1 A 2'-8" �r O m D Q VERIFY THAT DELIVERED BLOCK HAS CORRECT 1 B E7 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 26>" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO YES W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO PROVIDE 2x4 SPF#2 BOTTOM PLATE & 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" 60j" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO INTERIOR DOOR 9' 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 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 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 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 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 MIN. HEADROOM = 6'-8" W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO FLASHING SEALANTS AND WEATHERSTRIPPING W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES 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 SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311,7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND 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 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 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND GARAGE AERA BATH ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING `o T TILE JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE w U EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM rn MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OCEMENTITIOUS FRAME WALL CONSTRUCTION (2x4) FINISH 16 SUBFLOOR AND FLOOR TRUSSES Z C)Cn N FINISHED TEXTURED PER BUILDERS 0 0 0 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED COATING w FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER 0 f- GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE �a BARRIER PER ASTM C 1063 & APPROVED J WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR w m SHEATHING, 2x4 STUDS 0 16" O.C. TO U) Z O p L O E= J ENGINEERS SPECIFICATIONS) R13 BATT F z Q < U (n Q O ~ C� U m w L` W D 0 3 w = C GROUND FLOOR PARTY WALL FROM TOP OF w (n O z O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS ITEM #3-1.3 ALSO APPLY WITH 721,3.1 FOR 1 A 2'-8" 8'-0" 1 R4 TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT 1 B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1 C3'-0" 6'-8" 1 R4 2 HOUR SHAFT LINER SYSTEM PARTY WALL ADD TRANSOM /ELEVATION 1D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT FIRE WALL BELOW, TO UNDERSIDE OF ROOF 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OINTERIOR A 2'-8" 6'-8" 1 FOR 2 STORIES TO 10'-0" MAX HEIGHT. _ INTERIOR DOOR 8' CLG. TYP. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 2'-8" 8'-0" 1 ROOF COVERING AS SPECIFIED INSTALLED PER INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. INTERIOR DOOR 8' CLG. TYP. PRE-ENGINEERED ROOF TRUSSES BY TRUSS 3P 2'-6" 8'-0" 1 FLOOR TO EXTERIOR INTERIOR DOOR 9' CLG. TYP. OEXPOSED 0 2'-4" 6'-8" 1 FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION INTERIOR DOOR 8' CLG. TYP. UNCONDITIONED SPACES APPROVED HOUSE 2'-4" 8'-0" 1 HALF OF REQUIRED VENTILATION AT EAVE AND HALF INTERIOR DOOR 9' CLG. TYP. A 2'-0" 6'-8" 1 REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 O21 6 INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES INTERIOR DOOR 8' CLG. TYP. AT BASE) EQUALLY SPACED & ANCHORED © 2'-2" 8'-0" 1 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED INTERIOR DOOR 9' CLG. TYP. U7 1'-6" 6'-8" 1 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 8' CLG. TYP. WINDOW = 5.0 Sq. Ft. V-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" W53 0) I W53 f� I I I �II I (-1)0 -4" I f N 00 PORCH �I I I U) I Ln W53 r ELECTRIC I METE R - 0 NICH PATIO 10'-0"x 10'-0" CONCRETE 6080 'PATIO DOOR • �ooKITCHEN I TILE R 1 I I I L - + J DINING 54%30" PREP. 1 TILE I ' ISLAND r 100 r�,Ioo N r 0) I I 0 9 -9 0 4'-6„ 5'-916"�S 316" I M 1 I 1 of PNTR I DW L - - J -------- - - - RAISED SNACK BAR T --- ---------- -- - ?81g _7 1 ' 2'-42„ 5,_7f 2, I31t 3 1 1 N� J GATHERING ROOM <m0 TILE w rIN w co QUo woo PROVIDE 1 0 1 5/8"TYPE o o 12" DROPPED COFFERED CEILING "�" TO COVER DROPPED STEP DRYWALL < >- UNDER STAIF S o m z L----- ------ - mocw 00 7j"5' -OS" 6 -0 S1IORGE B� - 1.3 Ln 17 6 ILO6 00 IHEADRIOOM O ` 5 2'-2" 12" DROP 1C FOYER %4 - BULKHEAD 2 W TILE O D. - I I R R 0 R ;n o STOP &FrHH (� O N DROP \ (-)0' 4" OVIDE AN NDER WT 5'-58„ 5'-11" 2'-5" 5._6 3 6,> ELECTRIC PANEL GARAGE LOC. SEE MEP SHTS 16'0"x7'0" O.H. GARAGE DOOR A LINE OF SYNTHETIC STONE WAINSCOT 2'-6" 16'-0" 21'-0" 2'-6" FIRST FLOOR PLA 9 9 91/4 = 1 -0 21'-0" 4'-6j" 9,_2�" 7,_31„ CENTERED 7 OVER PATIO 1 DOOR (SD6 TEMP BELOW GLASS W25 W57 W57 .--�1 Lu SEE DRAWINGS • _ �SOAKERxT ,7 00 C BY CABINET00 MFR FOR •I �_ - ___ ----_ J KITCHEN CAB k I MASTER SUIYE I <W ELEVATIONS1 CARPET 1 z a- 2'`-1...._Q'-I`O 9' HIGH COFFER of TEMP jr 1 CEILING w Q r --IN GLA55 a'En_ r SIN ~` NCL. 0 D � Li ca x a ��, o of m 21 MASTER -� w w o C) >(n 72r BATH � -----� (nza OASIS 3 �104->_�1„ UTILE 4 N ® G --3--�„- --- MIRROR L�\�3 O 0 14 I N E N AHu �o 2468 N- 1 II 0 I. C 11 BI -F L 2668 Sf� CD II CARPET BI -FOLD 0111 LAUNDRY �o z 7'-1�" TILE r 8'-1" T C L.T. ROUGH - =11 13 mx I in m > - m ll o--� r -� p �/ I.. ---- 7 Z) 110 I \x� I o � j _ _ _ _ LT Dil II 1 \ I Q T.N OPT Iv - PIPERS IL-� �o -T40" HIGH KNEE - - - - - WALL W/ PTD. r717- 0' I P OV DE PINE CAP 1 PAN JNR N - - - - WASHER I 1 DN 00 _.... O L0 W26 1 . SIN 5-3> 1 N �- --W.I�C I n � I in Lo in 3ARCHED 0 BEDROOM 3 N (n C14 I w Of o c� W r rn 4" "X 30" HIGH (2) 2668 BI -FOLD 4'-54" 4 8' CL'G 9' CL'G Q J 0_ J 28"X D" r BEDROOM 2 j CARPET 0 9' CEILING 3'-5" 3'-7" 13'-2j" EGRESS ARCH TOP 4'-7" 2'-7" 2'-7" 14'-34" SECOND FLOOR PLAN 1/4 = 1' -099 2'-8j" 3'-0" 64" PTD. MDF TRANSOM 4_----- ----*------- __ __ mak F- PANEL ABOVE Lo I E1 HALLWAY STOP & DROP TYPIC & 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. in I CONSTRUCTION NOTES (Unless Otherwise Noted) 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 & ELEV. 'B' _ _ ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA 46' 21 � COVERED PORCH AREA MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND GARAGE AERA BATH ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING `o T TILE 3ARCHED 0 BEDROOM 3 N (n C14 I w Of o c� W r rn 4" "X 30" HIGH (2) 2668 BI -FOLD 4'-54" 4 8' CL'G 9' CL'G Q J 0_ J 28"X D" r BEDROOM 2 j CARPET 0 9' CEILING 3'-5" 3'-7" 13'-2j" EGRESS ARCH TOP 4'-7" 2'-7" 2'-7" 14'-34" SECOND FLOOR PLAN 1/4 = 1' -099 2'-8j" 3'-0" 64" PTD. MDF TRANSOM 4_----- ----*------- __ __ mak F- PANEL ABOVE Lo I E1 HALLWAY STOP & DROP TYPIC & 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. in I CONSTRUCTION NOTES (Unless Otherwise Noted) 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 & AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1715 SF COVERED PORCH AREA MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND GARAGE AERA 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 M� EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM rn MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OCEMENTITIOUS FRAME WALL CONSTRUCTION (2x4) FINISH 16 SUBFLOOR AND FLOOR TRUSSES Z C)Cn N FINISHED TEXTURED PER BUILDERS 0 0 0 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED 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 f- GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE �a BARRIER PER ASTM C 1063 & APPROVED J 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 o CC\2 FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL Cn> ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 12 RATING OF 1 HOUR WHERE LIMITING DISTANCE LL IS LESS THAN S -O" 2OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS O2 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) 0 CONCRETE BLOCK WALL REINFORCED PER Q w ITEM #3-1.3 ALSO APPLY WITH 721,3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS U 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 QUADRA FIRE WALL BELOW, TO UNDERSIDE OF ROOF AT/TJF CHECKED TJF SHEATHING, SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS JOB No. U373 AND INSTALLED PER MANUFACTURERS OINTERIOR BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. AS NOTED SPEC. DATE 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 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 CEILINGO ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O21 6 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. 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 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 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 FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S -O" 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 RAIL - FBC 2010 R311,7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND 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 OSPACE WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. 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 - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HQUSE 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 FOO TA GE CAL CULA TIONS ARE ATTIC ACCESS (EIEC -R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEI/ATION) 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 2765-2003) 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 0 ELI Cn w 0 W � ``�%%ti111111l/,,�i 0 � �► ••• ••• V �i CV W •� Q .• 6;• r- - o LL iW q C=) Q Z A.�: N z N W : eL W �- ;Z LC, vJ.Lo M ••.• .•.• SHT OF 1.1A 4 m I� 0 d' wz�'Q�' Ld Q z E- M� rn A Z C)Cn N c°pD 0 0 0 00 0 f- LLJ �a x J � E-4 F__ o CC\2 Cn> LdW w J O� 12 w LL ow SHT OF 1.1A 4 m 7- 0 0 0 00 f- za Cn> � w J O� 12 w ow � Y 0 %- Q w U J M 0 Q DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 _ SHT OF 1.1A 4 VARIES 31, 7" SCALE 2:1 STT 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-0 SIN i o i Ir Ir IN _ N 3/4" RECESS �L SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'- 4" VARIES 3". 7" 374" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER ELEC METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) i -I 37"x7 1 7 x72 37 x72 PATI06" TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 127.92 SQ. FT.* *INCLUDES PPO - BATH OASIS WINDOW O REAR I ELEVATION 1 "B99 1/4 = 1' — 0" 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.) 6'•1i 5w" «va 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 7/8" STUCCO PLASTER FINISH (2ND FLOOR 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 FLOOR TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAff_ — PRECAST STUCK -ON STONE VENEER 6'•i 6:12 6:12 6:12 6:12 J. w Q D Z O n ry U W NOTE: 9' HIGH RAISED CEILING IN BEDROOM 2 — --• �. _____ TOP OF WINDOW 28 x3p cNo - SMOOTH FINISHED WINDOW LO- SURROUND DETAIL WITH ARCI HEADER F.GCo (SEE DETAIL) I F.G. Ll F.G.lmll 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH 6•.1`L FINISH (TYP) FIN. SECOND FLOOR 6:12 F -I El PROVIDE CONTROL _._... JOINT TOP ---OF WINDOW n ---- ------ - -- 12"x12"x1" SQUARE RAISED STUCCO PLASTER DETAIL W, ❑ ■ E ■❑■ ■ SMOOTH FINISH (TYP.) SMOOTH FINISHED WINDOW LL ^- AND DOOR SURROUND MmEmm �[[T DETAIL WITH FLAT HEADER (SEE DETAIL) LLl�LyLLLL � 1 m 12 TOTAL GLASS AREA ON FRONT ELEVATION = 47.42 SQ. FT. FRONT E 1/4" = 1'-0" 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM r- W/ SMOOTH FINISH 99B 99 6:12 FIN. GROUND FLOOR FIN. GRADE co L 6'•1 TOP OF PLATE - TOP OF WINDOW 0 LIN r) 1"x6" -RAISED STUCCO m PLASTER SILL W/ N - SMOOTH FINISH 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) I ammm LLJ --1 . m O W co z E- O V) I T 1 - W 0 � z mill w z 111111 = O o0 *wIDE ELEVATION 1/4 99 /4" = 19-099 99B 99 FIN. SECOND FLOOR TOP OF WINDOW 0 I 5"x3" PREFORMED STUCCO 00 rWATER TABLE (SEE DETAIL) PRECAST STUCK -ON 76kb INb" FLOOR FIN. GRADE 00 LI 00 ����` �`�,` • ON i cwt — C-4 �r 0 b • •.• -C=) w �: N O ON ► l ZQ z VLI qtr � �o CD g J Z Nop .• `� a •••••*9890•• •� ��` Q -c P�� • O ►a LLJ 0 I --I d+ Q � � m O W co z E- O V) I T z o�QIco W 0 � z w w z = O o0 F- W W _ N D _.j Ld ►a 0 I --I d+ Q � � m O W co z E- i` -� c 1.4 I o�QIco W E-4 E z ►���zx � z � -d :z) OP4o�o w z = O o0 ►a SHT OF 1,2A m I W � z = O o0 1— Q Zcn Ld w0-1 :2 1.— w O _ w y u Q w U 1 M LLJ a- _ 1 _ H � Qom a- :2 —1 F— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 SHT OF 1,2A TOP OF PLATE I co FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING r� co FIN. GROUND FLOOR SLAB 12 TREADS (9 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 SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B �STAIR SECTION �� 1/4,9 _ 11_p., VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" � OF PARTYWALL `k3" VTR I I I I I VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" � OF PARTYWALL '1 2" VTR I I I I I LA TUB /SH W LA I LMUr-, lL VVH 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. w PLUMBINU" RISEIR, DIAURAM LJ J W LLJ2 U) F- U W Z Z D D If cn LLJ :2 Z Op Z Q waw ��w O = W Y }- Q W J M Q O O n W C) Z O CL U U) W r-) w "t O cmiZ C rT a DESIGNDRAWN QUADRA N.T.S. CHECKED TJF DWG.No. BUILDINU" SECTION JOB No. 905/1 17 SCALE AS NOTED / » > » 1 4 = i -o DATE 06/02/12 SHT OF AT/TJ F 1.3A 0 d' w OE A C aQ�za zE. H � ZrnwW O� o zo �o cf) x Zow`�� O U � DESIGNDRAWN QUADRA N.T.S. CHECKED TJF DWG.No. BUILDINU" SECTION JOB No. 905/1 17 SCALE AS NOTED / » > » 1 4 = i -o DATE 06/02/12 SHT OF AT/TJ F 1.3A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL -- - — 150 MP 2/0 ALUMINUM DI C. SERVICE CABLE 61 RISER 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING ICROWAVE 3OVE DVIDE SWITCHED FLET UNDER COUNTER Z FUTURE DISPOSER O J–BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN UNIT 11 PROVIDE LIGHT W/ SECOND 1/4 99 = 19-099 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 C/L+— ® REQUIREMENTS. J a O U LO a - TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION O 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 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 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. FI_FGFND.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 BL VENTED THROUGH THE ROOF OR THROUGH AN FXTE.RIOR 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. AI_L 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– FAUI T CIRCUFf INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PRFWIRFS. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ SMOKE DETECTOR COMBO W EXAUST FAN SMOKE DETECTOR LL WAIL M0UNIFD 0 O LIGHT FIXTURE SWITCH 1= W CEILING MOUNTED F— w W 3–WAY SWITCH $3 LIGHT FIXTURE 4–WAY SWITCH z RECESSED CAN LIGHT FIXTURE DIMMER SWITCH $' RECESSED VAPOR PROOF FIXTURE 1 10 V OUTLET Q 12 � FLOODLIGHT SWITCHED OUTLET GFI OUTLET� W FLOURESCENT—1 LIGHT CEILING J c,F MOUNTED 220 V OUTLET �Qw STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR J TV JACK U FUTURE FAN TV PHONE JACK ELEC. SERVICE PANEL SPLAKLR PREWIRE SPm_ Q O a- n CODE SIZED J BOX (J� I-- WITH BLANK COVER MI J W U LL 7- 0 O w J 1= W II J F— w W � CL Q MI DESIGN QUADRA CHECKED TJF DWG.No. DRAWN JOB No. 905/117 SCALE AS NOTED DATE - 07/16/12 SHT OF AT/TJ F 1.4E W 0 Z O D_ Iry U w x W 7- 0 O p F -- Q z w0J 12 � w 0 = W � Y �Qw J M U c):f Q O a- n :2 J I-- DESIGN QUADRA CHECKED TJF DWG.No. DRAWN JOB No. 905/117 SCALE AS NOTED DATE - 07/16/12 SHT OF AT/TJ F 1.4E W 0 Z O D_ Iry U w x 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. C0 >- 3 6„ ^i w I- _ HEADRR110M J O w _ ~171 .� rn MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS Q 0 N_ z C) SSUBFLOOR AND FLOOR TRUSSES I- m CD = w0 (n ----- F --W �of(0 QU 0 _ w O O GALV. METAL LATH w/ WATER RESISTANT O & `� w rK w m � � Z 3 = z z z Q w 5'-6 aJ v z �� w w w (L 0- w Q z ~ 7 N 0 w 0 Q < w w O = 0 X O N LLJ 0 2 Q F- z Q 0 Z p z J Q O of 0- F Of= O O C' 00 O zz f - w w J w 0 O' }a- I- O z > z > crf ? BLOCK. FI -FOIL AA -2 VAPOR SHIELD w g Oz W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1 A W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO 6'-8"1 W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO WRAP, FINISHED SOFFIT W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 52j" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES O W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO MAX. VERTICAL RISE FOR = 12'-0" 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 W91 O 48x50 SH BLOCK SINGLE HUNG 48" 508" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT W93 48x72 SH BLOCK SINGLE HUNG 48" 72 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 484" 16.00 NO TO WALL OR NEWEL POST PER FBC W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES 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, SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 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 GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. 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 GATHERING ROOM C0 >- 3 6„ ^i w I- _ HEADRR110M J O w EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM .� rn MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS Q 0 b FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH C) SSUBFLOOR AND FLOOR TRUSSES O D 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED J W a oa O O J ----- F --W �of(0 QU 0 O 0 w COAT CEMENTITIOUS APPLICATION OVER a GALV. METAL LATH w/ WATER RESISTANT w EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED w WITH TPI/WTCA BCSI. (1/4') PANEL TYPE Ld z UNDERLAY UNDER RESILIENT AND WOOD 00 _j6 Lij CDO FLOORING Y W 0 I 5'-6 5 -loll 3'-10 „`` ' EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. Q EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 0 --- r J w m IS LESS THAN S-0" 7 N Z 0 o ~ z O CJ F t= Q X O N LLJ 0 2 Q F- w z �Q Q < J O PER UL ASSEMBLY U905. FBC TABLE 720.1(2) z QO Of= ~ CD 0 D w w J w 0 O' 0 3 RATING. PARTY WALL TO HAVE 1 1/2" P.T. = rz- ? BLOCK. FI -FOIL AA -2 VAPOR SHIELD U) Oz REFLECTIVE INSULATION (R-4.1), 1/2" O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. 1B 3'-0" 6'-8"1 0 R4 45 MIN. YES FOR 1 HR RATED WALLS 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 1C 3'-0" 6'-8" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 DESIGN ADD TRANSOM / ELEVATION SPF#2 OR 2x6 SPF#2 ® 24" O.C. 1D 3'-0" 8'-0" 1 R4 FLOOR TO EXTERIOR TEMP GLASS FRENCH 18 LT OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS WRAP, FINISHED SOFFIT O22'-8" HALF OF REQUIRED VENTILATION AT EAVE AND HALF 6'-8" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE INTERIOR DOOR 8' CLG, TYP. PROVIDE R30 BATT/ BLOWN INSULATION AND 2'-8" 8'-0" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 O INTERIOR DOOR 9' CLG. TYP. 6 0 �3 2'-6" 6'-8" 1 WINDOW GENERAL NOTES: INTERIOR DOOR 8' CLG. TYP. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 2'-6" 8'-0" 1 TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # WINDOW = 5.0 Sq. Ft. INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" INTERIOR DOOR 8' CLG. TYP. MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING 2'-0" 8'-0" 1 MAX. NOSING = 1 1/4" INTERIOR DOOR 9' CLG. TYP. 2) © 2'-2" 6'-8" 1 MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG, TYP. 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT INTERIOR DOOR 8' CLG. TYP. ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 1'-6" 8'-0" 1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH INTERIOR DOOR 9' CLG. TYP. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL -FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" 00 r-Itb rn I N 16" DROPPED BULKHEAD OVER TOILET - W VJ53 DINING ROOM TILE I P -i0 I Q w PATIO 10'-0"x 6'-0" CONCRETE H01-411 PATIO DOOR I I I R 3'-6 >, I _I I 42"x42" ISLAND r - I I I SI KITCH IN DW -- L -.---� ---- --- -- --- 42" HIGH F.A. SNACK BAR SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS tf)Im r- _ - - - - - - _ - _ WALK-INPANTRY PROVIDE 5/8"TYPE DRYWALL UNDER 1 14 UNDER STAIRS U 3' -616 ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 1 LOC. SEE STORAGE OQ J J u �? GATHERING ROOM C0 >- 3 6„ ^i w I- _ HEADRR110M J O �w EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM .� rn MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS Q 0 b FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SSUBFLOOR AND FLOOR TRUSSES O D 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED J W a oa O O J ----- F --W �of(0 QU 0 O 0 w COAT CEMENTITIOUS APPLICATION OVER a GALV. METAL LATH w/ WATER RESISTANT w EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED oOfm WITH TPI/WTCA BCSI. (1/4') PANEL TYPE Ld z UNDERLAY UNDER RESILIENT AND WOOD 00 _j6 Lij CDO FLOORING Y W QO I 16" DROPPED BULKHEAD OVER TOILET - W VJ53 DINING ROOM TILE I P -i0 I Q w PATIO 10'-0"x 6'-0" CONCRETE H01-411 PATIO DOOR I I I R 3'-6 >, I _I I 42"x42" ISLAND r - I I I SI KITCH IN DW -- L -.---� ---- --- -- --- 42" HIGH F.A. SNACK BAR SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS tf)Im r- _ - - - - - - _ - _ WALK-INPANTRY PROVIDE 5/8"TYPE DRYWALL UNDER 1 14 UNDER STAIRS TW H 16 11 2'-6 PWD. " { N TILE 9„ 4„ 2 11 „ 4" ROR STOP --- D R 0 'OVIDE O ,N IDER VT 7'-0Z„ 2,-7,> 5 -3 3' -616 ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 1 LOC. SEE STORAGE O �? GATHERING ROOM Low N0 ^i CARPET _ HEADRR110M J O N EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM .� rn MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS o b FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SSUBFLOOR AND FLOOR TRUSSES } 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED J W a oa 1 ----- F --W �of(0 QU 0 .-. w COAT CEMENTITIOUS APPLICATION OVER a GALV. METAL LATH w/ WATER RESISTANT w EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED C) WITH TPI/WTCA BCSI. (1/4') PANEL TYPE Ld UNDERLAY UNDER RESILIENT AND WOOD 00 _j6 O FLOORING Y W ~ 0 0 v 5'-6 5 -loll 3'-10 „`` ' EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. Q EXTERIOR WALLS TO HAVE A FIRE RESISTANCE --- o x m IS LESS THAN S-0" 7 0 OCONCRETE CEMENTITIOUS FINISH LTJ Lj.I CJ FINISHED TEXTURE COATING PER BUILDERS 18 O X O N LLJ 0 2 Q 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. TW H 16 11 2'-6 PWD. " { N TILE 9„ 4„ 2 11 „ 4" ROR STOP --- D R 0 'OVIDE O ,N IDER VT 7'-0Z„ 2,-7,> r -ICO 0 I O C14 I inoo r I I I - - - - - LINE OF FLOOR ABOVE - J 8'0"x7'0" O.H. GARAGE DOOR 1/4" = 1'-0" CEILJN m I N 0 UP 17R FOYER TILE 3 (-)0 -4 11 - PORCH ELECTRIC METER NICHE 7" 5'-4" w22 SHUTTER SEE SHT 2.2A IN LINE OF SYNTHETIC STONE WAINSC T 6'-61j" 1 Ar I 1 SHUTTER DETAIL SEE SHT 3.213 i 71j„ 1 1 01 20'-0" 5'-11„ 1/4 d - I 4" 2'-10" 4" 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 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. (B>HH ALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) 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 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & OGARAGE PANELRIC ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA LOC. SEE 311j" 12'-21j " ELECTRICAL SHTS MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND GARAGE AERA 271 SF r -ICO 0 I O C14 I inoo r I I I - - - - - LINE OF FLOOR ABOVE - J 8'0"x7'0" O.H. GARAGE DOOR 1/4" = 1'-0" CEILJN m I N 0 UP 17R FOYER TILE 3 (-)0 -4 11 - PORCH ELECTRIC METER NICHE 7" 5'-4" w22 SHUTTER SEE SHT 2.2A IN LINE OF SYNTHETIC STONE WAINSC T 6'-61j" 1 Ar I 1 SHUTTER DETAIL SEE SHT 3.213 i 71j„ 1 1 01 20'-0" 5'-11„ 1/4 d - I 4" 2'-10" 4" 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 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. (B>HH ALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) 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 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & WALL &CEILING BETWEEN 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 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-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. DRY KNE A KITCHEN RAISED BREAKFAST BAR SECTION a i N 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 CEMENTITIOUS 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 CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NA TIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1538 SF COVERED PORCH AREA MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND GARAGE AERA 271 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENT FBG -M1503) RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE N EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM .� rn MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS o APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SSUBFLOOR AND FLOOR TRUSSES �OQA�ccc)o i --i U1 N W 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS 1 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 pa�wF 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 O FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ~ ENGINEERS SPECIFICATIONS) R13 BATT ~ EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" BLOCK CONSTRUCTION - 0 OCONCRETE CEMENTITIOUS FINISH LTJ Lj.I 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. 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 W 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. 'i -NAILED INTO Y STRAPPING ® 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD o REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE F- SECOND FLOOR PARTY WALL TO BE 2 HR RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. 0 (-) PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 O 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 DESIGN GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS QUADR 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 21 O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 0 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: 1RN NGERS 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 # WINDOW = 5.0 Sq. Ft. 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 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 RAIL -FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND 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 GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL &CEILING BETWEEN 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 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-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. DRY KNE A KITCHEN RAISED BREAKFAST BAR SECTION a i N 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 CEMENTITIOUS 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 CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NA TIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1853 SF 11//,,Lj 0 �••0 ct I IL 6'. w tW Q 0 • w w-, O Z O z i •J o y `�� _ J Cj 0• ••� �` --iz 0 2.1A R Q O wz°'�'� Q~owc N U) z H � .� rn ® o I �OQA�ccc)o i --i U1 N W 1 Z-4 .-. z pa�wF z 0 O JCC14 ~ a ~ 0 E' 4CQ z WCd O � z � > 0 LTJ Lj.I w 1 _ In ISI 2.1A R Q W o I 1 z o0 ~ z � > w OLj o w = W Y o Q F- J CN = = 0 (-) Q a- a- :2O a - DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 2.1A LTJ C) TOP OF PLATE HALLWAY HOLD TRUSS BACK 00 AND SLOPE FLOOR/ CEILING TO GET MIN. 6'-8" HEADROOM 7 C) FIN. SECOND FLOOR LiJ 6 HEADROOM -(2) 2x8 FRAMING CLEARANCE AT LANMING rf 14 II IpO KITCHEN PANTRY ii IIS' 5/8" TYPE "X" GYP. II II BID. UNDER STAIRS II II II II FIN. GROUND FLOOR SLAB Li ol 14 TREADS @ 10" EACH ����``�v,.` •`TT•••�;R / ' LL �10• - 4 cs•Ld . 0 0 STAIR DIMENSIONS z C-4 �E M z GROUND FLOOR TO SECOND FLOOR c) u 17 RISERS 0 7 3/8" EACH = 10'-8 3/4" ACIUAL so 16 TREADS @ 10" EACH• '00 < TOTAL FLR. TO FLR. HEIGHT = 10'-8 3/4" ACTUAL c:x A0 0 SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS -i B STAIR SECTION - 1/4 19-099 zQcliz�� E- 4 0 20 0 N co 0 -'tW cc cn ................ E" cn 04 Z C) Z E- E- -t cn w LLj W E- L) LLJ E-; E-4 E- -0 L) X �Z ------ - ------ V TOP OF PLATE W TOP OF WINDOW LL) Z Z L. Ll El 1:1 L --OPTIONAL 12" HIGH BEDROOM 3 RAISED COFFER CL'G MASTER SUITE 'co I �D_ ] JH _L 1/3 16 DRAFT STOP TRUSSES 16 ATGARA'E/HOUSE FIN. SECOND FLOOR TOP OF WINDOW LLJ 9 10 0 F1 171 :lz 0 00 GARAGE GATHERING ROOM DINING t 0 7' < -STOP AND DROP cn . / SEE A21 B Ld 00 0 L� 0 Lq 0 LTJ LTJ FIN. GROUND FLOOR SLAB u FIN. GRADE 0 U/S OF FOOTING < W a: 0 < 0 n 9SD1 HLD DESIGN DRAWN QUADR AT/TJF CHECKED TJF U ILDING S E U`N T 10 N DWG.No. CAD 1/499 — JOB No. 905/117 1' 9 V SCALE AS NOTED DATE 02/22/12 12-3A SHT OF I 2" PVC OFFSET-\ WITH (3) #2/0 \ THHN ALUMINUM 150 AMP PANEL FEJ117 150 MP 2/0 ALUMINUM` DI C. SERVICE CABLE MEI #4 COPPER 2" PVC WITH (3) #2/0 THHN ALUMINUM GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING 111ID-ERGROUND ELEC., RISER 1111111111111 --el IID AC I II I I Fl, I 5 '\ I 1 41 1 I I M 16 W' ------ F.A. -- f— � I 1 I 1 L ---- `'\ LOW _ HEADROOM 14 � I \ I FIELD LOCATE ELECTRIC PANEL UP 17 ELECTRIC MET/R IN NICHE FIRST FLOOR ELECTRICAL 1/4 99 /4" = 19-099 -----------j I I I I I I --------------------- 3" MAX. BETWEEN TRIM AND SWITCH C/L-�— no TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES OAIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIC;ERATOR CONNECTION MOUNT AT 60 " A.F.F. O 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 SECOND FLOOR ELECTRICAL 9 99 GENERAL ELECTRICAL 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 VEN1 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 NEPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USLD. 3. ALL BEDROOMS SHALL HAVL AFCI CIRCUITS ONLY. 4. ALL 12.5V, 15 & 20 AMP RECEPTACLES SHAT L BE LISTED TAMPER RESISIANT RECEPTACLES ),A[[. 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTIFTS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY' A LIS I FD ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6, USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. '/.ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER TI -11 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COMBO EXAUST FAN SMOKE DETECTOR WALL MOUNTED SWITCH LIGHT FIXTURE O CEILING MOUNTED Q 3—WAY SWITCH LIGHT FIXTURE 4—WAY SWITCH, RECESSED CAN LIGHT FIXTURE DIMMER SWITCH $d RECESSED VAPORQ Ld ~ Z PROOF FIXTURE L,J = 110 V OUTLET Li V) Q FLOODLIGHT \ SWITCHED OUTLET FLOURESCLNf GFI OUILLf LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT �\ > DIRECT WIRE / FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN v TEL PHONE JACK . ELEC. SERVICE PANEL SPEAKER PREWIRE SPM— CODE SIZED J BOX (� WITH BLANK COVER Y Q cn Lu O Z = O >Z ~ O W ~ L,J Y � = O O U I- 121:� O CL CL __J 1-- DESIGN --DESI CHECKED DWG.No. JOB No. SCALE AS NOTED DATE DRAWN SHT OF 2.4E L,J z CL (`� I � V O I Q C LiJ J Ld ~ Z J L,J = � Li V) Q cn Lu O Z = O >Z ~ O W ~ L,J Y � = O O U I- 121:� O CL CL __J 1-- DESIGN --DESI CHECKED DWG.No. JOB No. SCALE AS NOTED DATE DRAWN SHT OF 2.4E L,J WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GLNERAL 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. =00 9'_18„ _ _ 11 ELECTRIC 78" 2019 SF 4'-6" PANEL tK. w RANGE HOOD VENT (FBC-M1503) LOC. SEE SHT E1.1 15 RANGE HOOD VENTED TO EXTERIOR AND _ ELEC r\ EQUIPPED WITH BACK DRAFT DAMPER. O U MICROWAVES LOCATED ABOVE A COOKING 2 N I I�f r-100 Lj _ - o - I SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED .I N c° OO DININGISLAND C7 COAT CEMENTITIOUS APPLICATION OVER (T .. W w w J ~ 0 Z W SILL S Z Z w L s m a J < ♦- z �� w w W d Z a_ LLil z > I- 16'0"x7'0" O.H. GARAGE DOOR 0 O w O O Q tr Q O O Q DW Z 00 O pJ U Q W of F- F- _ = 0 Y U O Q w w Q �m z z O o 0 z W w O REFLECTIVE INSULATION (R-4.1), 1/2"a O 2'-8" I -O 1 R4 B LABEL YES FOR 1 HR RATED WALLS 7' -4j 1 A W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 27j" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 634" 11.59 NO COVER DROPPED STEP W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO - D � w = O 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" 604" 11.67 NO TO 2x8 HEADER & P.T. 2x4 PLATE PER 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 O5 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" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j"I 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 FINISHED RAILING WITH PICKETS SPACED W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" 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 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 SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) THE WINDOW UNTIL FINAL ENERGY INSPECTION. 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 C =00 9'_18„ _ _ 11 ELECTRIC 78" 2019 SF 4'-6" PANEL tK. w RANGE HOOD VENT (FBC-M1503) LOC. SEE SHT E1.1 15 RANGE HOOD VENTED TO EXTERIOR AND _ ELEC r\ EQUIPPED WITH BACK DRAFT DAMPER. q METE U MICROWAVES LOCATED ABOVE A COOKING 2 N I I�f r-100 APPLINCE SHALL COMPLY WITH UL923 - o - I SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED .I 54"x30" PREP. c° GARAGES ------ DININGISLAND MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING I -24' WIDE w EVERY 1000 S.F. BRACING IN ACCORDANCE CARPET ~ N W SILL N �ELOW FLOORING L s KITCHEN 0 I o I 17 O EXPOSED BUILDING FACE I 2 CD TILE T C I w m RATING OF 1 HOUR WHERE LIMITING DISTANCE 16'0"x7'0" O.H. GARAGE DOOR V) z O O w z N O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS J GROUND FLOOR PARTY WALL FROM TOP OF DW � ~Q U PER UL ASSEMBLY U905. FBC TABLE 720.1(2) Z C O _ = 0 Y U O TIED TO CONTINUOUS BOND BEAM AT TOP w RAISED SNACK BAR o STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD w O REFLECTIVE INSULATION (R-4.1), 1/2"a O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 7' -4j 1 A 2'-8" 8'-0" 1 R4 STUD PARTITIONS ry Q AND INSTALLED PER MANUFACTURERS <m} 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 1 C 3'-0" 6'-8" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 QUo a. zo D ADD TRANSOM / ELEVATION SPF#2 OR 2x6 SPF#2 ® 24" O.C. 1 D 3'-0" 8'-0" 1 R4 00 - COVER DROPPED STEP TEMP GLASS FRENCH 18 LT OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS - D � w = O 0 2'-8" 6'-8" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE INTERIOR DOOR 8' CLG. TYP. PROVIDE R30 BATT/ BLOWN INSULATION AND 2'-8" 8'-0" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH INTERIOR DOOR 9' CLG. TYP, OTILE 6 O 2'-6" 6'-8" 1 GENERAL NOTES: R13 1 7 3 INTERIOR DOOR 8' CLG. TYP. 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. 2'-6" 8'-0" 1 (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER INTERIOR DOOR 9' CLG. TYP. STRUCTURAL ENGINEERS SPECS. ® 2'-4" 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'-4" 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. O5 2'-0" 6'-8" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 8' CLG. TYP. FOLLOWS 2'-0" 8'-0" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 9' CLG. TYP. MAX. RISER = 7 3/4" © 2'-2" 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 © 2'-2" 8'-0" 1 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. FOR WINDER STAIRS O7 1'-6" 6'-8" 1 (FBC-R612.2) 12" FROM INSIDE EDGE INTERIOR DOOR 8' CLG. TYP. MIN. WINDER READ MEASURED = 6" V-6" 8'-0" 1 SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG. TYP. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311 7 7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, 0 O SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS �co I O _IN (0 20'-0" 6'-9" I. - -8.-4" PATIO 10'-0"x 10'-0" CONCRETE A 2 �3 )0' 4" OA W53 6080 PATIO DOOR W 0 = Q - - - UNDER STAIRS B STORAGE 6-0 3 ;�, 8'-31" oWI 6 uP FOYER HEA$ROOMI I 7R TILE `O -- PROVIDE 45 12" DROP 2'_1" 54" MINUTE FIRE RATED J DOOR w/ RATED 3�" rM00 I uao N y_j O Q J J U m r W I - w Q U O C) D tr U J O O p O0`. �LLJ I- >_ I 0 O � m Z :D Of LLJ afo Q O IN -IN LO I ELEV. 'B' _ A100 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 3R" 1 5'-94' T C =00 9'_18„ _ _ 11 ELECTRIC 78" 2019 SF 4'-6" PANEL tK. M RANGE HOOD VENT (FBC-M1503) LOC. SEE SHT E1.1 15 RANGE HOOD VENTED TO EXTERIOR AND _ ELEC r\ EQUIPPED WITH BACK DRAFT DAMPER. q METE 6 J ••.0111 1to �••�5 . t7 MICROWAVES LOCATED ABOVE A COOKING 2 N I I�f r-100 APPLINCE SHALL COMPLY WITH UL923 - o - I SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED .I 54"x30" PREP. c° GARAGES ------ DININGISLAND MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING I -24' WIDE p��wH EVERY 1000 S.F. BRACING IN ACCORDANCE CARPET ~ N W SILL N �ELOW FLOORING L s KITCHEN 0 I o I 17 O EXPOSED BUILDING FACE I 2 TILE T C I RATING OF 1 HOUR WHERE LIMITING DISTANCE 16'0"x7'0" O.H. GARAGE DOOR I LOW OCONCRETE BLOCK CONSTRUCTION -- 2 CEMENTITIOUS FINISH W W 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF DW 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 W ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR PNTR EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT RAISED SNACK BAR 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"a 19 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR 11 2 - 6 _1 1'-10" 7' -4j FIRE WALL BELOW, TO UNDERSIDE OF ROOF N U J STUD PARTITIONS ry Q AND INSTALLED PER MANUFACTURERS <m} GATHERING ROOM FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 w 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR CARPET ROOF COVERING AS SPECIFIED INSTALLED PER I-w� AT/TJF MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 QUo a. zo D 1 12" DROPPED SPF#2 OR 2x6 SPF#2 ® 24" O.C. JOB No. Of U _jCOFFERED CEILING TO SCALE MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 00 - COVER DROPPED STEP 40" HIGH OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN LL � >_ PROTECTED) OVER SUBFASCIA. KNEEWALL o � m PROVIDE W/ PTD. PINE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE - D � w = O - �8' TYPE "X" _ _ - - - - DRYWALL - CAP - - - - 0 = Q - - - UNDER STAIRS B STORAGE 6-0 3 ;�, 8'-31" oWI 6 uP FOYER HEA$ROOMI I 7R TILE `O -- PROVIDE 45 12" DROP 2'_1" 54" MINUTE FIRE RATED J DOOR w/ RATED 3�" rM00 I uao N y_j O Q J J U m r W I - w Q U O C) D tr U J O O p O0`. �LLJ I- >_ I 0 O � m Z :D Of LLJ afo Q O IN -IN LO I LINE OF SYNTHETIC STONE WAINSCOT 0" 16'-0" 1,2'-0" FIRST FLOOR PLAN 1/4 " = V - 0" PROVIDE 1 LAYER 5/8" TYPE "X" EXTERIOR SHEATHING ON PORCH ,-CEILING THIS UNIT C r u 20'-0" • 4'-11" S ECOND FLOOR PLAN 1/4" = V-0" B HALLWAY STOP & DROP 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 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) ELEV. 'B' PW 1C ULKHEAD ;--., `� JAMB, SILL AND TILE '>.1 `� CLOSER - LDRPOP] (=-- TWH w OO q�� I PROVIDE41PANUNDERHWT -- 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1596 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 5.-66"2_56'-61" GARAGE AERA 5 SHELVES FOR 9' CEILING _ _ 11 ELECTRIC 78" 2019 SF - z PANEL tK. M RANGE HOOD VENT (FBC-M1503) LOC. SEE SHT E1.1 15 RANGE HOOD VENTED TO EXTERIOR AND _ ELEC r\ EQUIPPED WITH BACK DRAFT DAMPER. q METE 6 J ••.0111 1to �••�5 . t7 MICROWAVES LOCATED ABOVE A COOKING 2 N I I�f r-100 APPLINCE SHALL COMPLY WITH UL923 - o - 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED .I FLOOR TRUSSES BY REGISTERED TRUSS GARAGES ------ N MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING I -24' WIDE p��wH EVERY 1000 S.F. BRACING IN ACCORDANCE SHUTTERS ~ WITH TPI/WTCA BCSI. (1/4') PANEL TYPE W SILL UNDERLAY UNDER RESILIENT AND WOOD �ELOW FLOORING -I �- I o I 17 O EXPOSED BUILDING FACE I 2 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE %y RATING OF 1 HOUR WHERE LIMITING DISTANCE 16'0"x7'0" O.H. GARAGE DOOR LOW OCONCRETE BLOCK CONSTRUCTION -- 2 CEMENTITIOUS FINISH LINE OF SYNTHETIC STONE WAINSCOT 0" 16'-0" 1,2'-0" FIRST FLOOR PLAN 1/4 " = V - 0" PROVIDE 1 LAYER 5/8" TYPE "X" EXTERIOR SHEATHING ON PORCH ,-CEILING THIS UNIT C r u 20'-0" • 4'-11" S ECOND FLOOR PLAN 1/4" = V-0" B HALLWAY STOP & DROP 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 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) ELEV. 'B' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1596 SF 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, 2019 SF - z MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND M 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 6 J ••.0111 1to �••�5 . t7 MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS 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 L�zE MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT p��wH 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 O IS LESS THAN S-0" OCONCRETE BLOCK CONSTRUCTION -- 2 CEMENTITIOUS FINISH W W 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. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER W 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 o 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"a 19 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 STUD PARTITIONS ry Q AND INSTALLED PER MANUFACTURERS OINTERIOR 3 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. AT/TJF MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 DWG.No. GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. JOB No. PRE-ENGINEERED ROOF TRUSSES BY TRUSS SCALE MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR DATE 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 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TO BE CEMENT TILE BACKER BOARD PER FBC2007 OTILE 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R13 1 7 3 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 # WINDOW = 5.0 Sq. Ft. 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 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 RAIL - FBC 2010 R311 7 7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT 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 402 COMPLIANCE WAILS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL OSECTION 8 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. OWALL & CEILING BETWEEN GARAGE AND LIVING 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 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-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 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" CEMEN TI TIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NA TIONAL STANDARDS INSTITUTE INC. (ANSI Z765-200.3) 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 W t-- 0 0 CL W C) SHT OF 3.1A a w m 0 C-4 Ill -4 ITS- O d+ _ W iCn �I - z O z M J. ?F%J s W C-4 � I O%Q U • U 6 J ••.0111 1to �••�5 . t7 a L�zE cf)v SHT OF 3.1A a m Ill -4 ITS- O d+ W Q � � C)E- M I L�zE cf)v L p��wH z W ~ U � C) z �- 0L) 5P4N > w O W W zI J O _ N IL®, L SHT OF 3.1A a m W � I ~ z > w O J O W = W o >- a ry Q O CL :2 _J I - DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 3.1A a 7z 20 10", 7,> EQ. EQ, EQ. EQ. I 6:12 4„ w 6:12 6•�2 _ cn � w > Q 1"x6" RAISED STUCCO > PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6:12 - o TOP OF PLATE VARIES VARIES �I` ------ � TOP OF PLATE 7/8" STUCCO - -_, ��T3' 4" SCALE 2:1 3". 7" 3",4" SCALE 2:1 PLASTER FINISH TOP OF WINDOW '-1 --- L ��—T 28"x44" (2nd FI. TYP.) SMOOTH FINISHED WINDOW 10" WIDTH 7" WIDTH 10" WIDTH N7" WIDT SURROUND WITH ARCHED 6 WIDE SCORED SMOOTH FINISHED WINDOW AND DOOR SMOOTH FINISHED WINDOW SURROUND DETAIL WINDOW SURROUND HEADER (SEE DETAIL) SURROUND DETAIL WITH FLAT HEADER WITH ARCHED HEADER W/ SMOOTH STUCCO j 7/8" STUCCO PLASTER (TYP) co �j PLASTER FINISH (2nd FI. TYP.) I 20% 28" FIXED PROVIDE CONTROL 36" HIGH BLACK METAL RAILING WINDOW — JOINT ® PARTY TOP OF RAIL MAY BE NO HIGHER WALL THAN WINDOW SILL �L PROVIDE CONTROL FIN. SECOND FLOOR S �2 1"x6" RAISED STUCCO JOINT PLASTER FRIEZE TRIM W/ 2'-0" - PROVIDE CONTROL L SMOOTH FINISH (TYP) -----� — ---- - - JOINT TYP n To o TOP OF WINDOW 7 37"x72" 37 x72 1/2" STUCCO EQ. EQ. 7WxnV PLASTER FINISH �iN BA -AG (Ground FI. TYP.) _ - -- _I 0006� 36 SOLID FRONTC" FIRE DATED OOR 1/2" STUCCO o 1"xR RAISED STUCCO ❑ [::]El � ME] DE1 N " -- .. -- PLASTER TRIM BAND W/ 4„ PLASTER FINISH o SMOOTH FINISH o — (Ground FI. TYP.) I HE [� El� I �00 5"x3" PREFORMED STUCCO EE 17, L WATER TABLE (SEE DETAIL) _ w6" WIDE SCORED PRECAST STUCK -ON > DOOR SMOOTH SURROUND W/ N STONE VENEER PLASTER (TYP) CO %FIN. GROUND FLOOR IM17 �F7 [T Li FIN. GRADE _ VA_RIES 00 �3 GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. ' 1'-6 �3'�. 1 ",JI " (INCLUDES PPO WINDOW) 3/4" RECESS � SCALE 2:1 GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. S� 99 10" WIDTH 7" WIDTH EA ELEVATION'99 FRONT ELEVA ION B 16x63" PREFORMED STUCCO SMOOTH FINISHED WINDOW AND DOOR 99 PANEL SHUTTERS SURROUND DETAIL WITH ARCHED HEADER 1/4 /,f 11 _ l'-0 '_O 99 1/4 _ 11-091 ELEC METER. SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE a� I 0 0 I 00 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 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 5:12 6:12 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) ENTRY 1/4 6:12 I WMI I M) A "� I Illy �mlt ft� A CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT ROVIDE CONTROL JOINT J_< �_ 0 C m m O A .•>� ti, ®p • � • z N (W '.J'1r�� s W CI � 4 L� z _5 V" � r"4 U D •• o•�:rC� ��• 0 o a J 0 Z1 O U C\2 ♦ o ~ 2 Z In > W 0 � J i� 0 W _ECTRIC METE. = W NICHE I WMI I M) A "� I Illy �mlt ft� A CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT ROVIDE CONTROL JOINT J_< SHT 0F 3.2A �_ 0 C m o w NZ O A .•>� ti, ®p • � • z N (W '.J'1r�� s W CI � 4 L� z I— LLJ W V" � r"4 U D •• o•�:rC� ��• Q Q o ``��,��,]]������111�111 ��` J 0 Z1 O U C\2 ♦ o SHT 0F 3.2A �_ 0 C m w A F— 4 L� > I— LLJ W ® Z W r V, D Ld SHT 0F 3.2A � o Q C) m A 4 L� M E-1 a�Czx o z E4 Z��rnwW Oo o 0 Oz o0 Z1 O U C\2 =0 SHT 0F 3.2A m W Oz o0 =0 ~ Z In > W O � J 0 W = W I— 62 a DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT 0F 3.2A TOP OF PLATE TOP OF PLATE Tr)P OF WINDOW >ECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR SLAB 00 FIN. GRADE U/S OF FOOTING 0z -- .I i� ELEVATION �9i r,Bi?ILD CI 1A —n!f SECTION BUILDINkf___x' 1/4 99 = 19-099 SECTION 12 INEADS (9 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 B STAIR SECTION 1/4 = 11-091 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 1 3" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL2° VTR 3H ROOF, R SO AS 1 !ATE FRT 1 IN 4'-0" RTYWALL LA TUB/SHW LA ILrVVrC lZ MA T) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING i 00 �r co 0 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. PLUMBINU" RISER DIAGRAM N.T.S. w Ld _ Z In D D B Q� �! 0 � 0 m Q�zw� W o ®® Q O� I d � z o0 z Zp��wH z = V) I;T. 0 J z ~ 0 94 > c) U O Ld _ Z In D D CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12' SHT OF 3.3A B m W o I O z o0 = O z ~ > W O ~ J O w =w � I ° � Q U J a=0 D Q O n rDESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12' SHT OF 3.3A 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL - 150 2/0 2/0 ALUMINUM DI SERVICE CABLE `2" PVC WITH (3) #2/0 THHN ALUMINUM ---------- �*t P METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND E RISER MICROWAVE, ABOVE O PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER O J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT FIRST 1/4 99 = V-019 31 i KITCHEN v P-- i R i I - PCITC &I SI _ D 6 PNTR c� �J �-------------\--------- I GATHERINIGI ROOM I I 0� J 0 I � I 1 I \L 11WIT I I I I UP \ 7R FOYER FIELD LOCATE / ELECTRIC PANEL GARAGE OUTLET FOR GARAGE DOOR = 15 OPENER I I I I I I I y I I I\ PO CH ELECTRIC METER IN NICHE — —1 v SECOND 1/4 99 = 19-099 3" MAX. BETWEEN TRIM AND SWITCH C/L-�— ea J r O U � a 9 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 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 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. FLEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL LXHAUST FANS SHALL BE VENTED THROUGH THL 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 10 COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO DE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED, 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONI Y. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120—VOLT, SINGLE PHASL, 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. h. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRLS. 7. ELECTRICAL DESIGN SHALL COMPLY WI rH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co N SMOKE DETECTOR COMBO EXAUST FAN SMOKE DETECTOR I..L WALL MOUNTED SWITCH LIGHT FIXTURE U CEILING MOUNTED 3—WAY SWITCH $3 LICHT FIXTURE L,J LLJ 4—WAY SWITCHRECESSED CAN O LLJ LIGHT FIXTURE DIMMER SWITCH $d RECESSED VAPOR = W PROOF FIXTURE Y � 1 10 V OUTLET �a Q U J M FLOODLIGHT SWITCHED OUTLET 4D= GFI OUTLET FLOURFSCENT C� LIGHT CEILING �� OF MOUNTED 220 V OUTLET J F— STD. LIGHT <\� DESIGN DIRECT WIRE DRAWN FIXTURE BRACE QUADRA AT/TJF & PRE WIRE FOR DWG.No. TV JACK JOB No. FUTURE FAN SCALE AS NOTED TV 07/16/12 PHONE JACK ELEC. SERVICE PANFI, SPFAKF R F'REWIRE SPS CODE SIZED J BOX Q WITH BLANK COVER SHT OF 3.4E LTJ 0 m N LTJ I..L OZ W U i F- -.Li L,J LLJ Lij 0 O LLJ SHT OF 3.4E LTJ 0 m N LTJ 12 OZ = O ~ Z w�> O LLJ O W = W Y � �a U J M Q 0 �- � � J F— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 3.4E LTJ 0 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 254 SF TOTAL AREA UNDER ROOF 1760 SF W _ ~ .-. N U CD Cf) (n 0 p w U' W W J m J = p ZLLJ = z z z Q C7 W Q U Z 3 :2 :2 IL LLJ 0- Ld x Z F= OOZ 0 U O 67 O O J Q :2O 0 Z 0 U wQ d W Z Q Of OF = 0 p W(n O _ z O O 0 p 3 O x � L� g O z W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1A W21 1H4 SH BLOCK SINGLE HUNG 26�" 50j" 27j" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 27j" 634" 11.59 NO 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 W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 521" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 604" 11.67 NO _ W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG. TYP, W53 26 SH BLOCK SINGLE HUNG 37" 72" 37" 72" 18.50 YES W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60 36" 60" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48j" 50j" 16.88 NO 1'-6" W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 48j" 644" 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 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF W U 5 W p c� W m V) z 0 p w 67 O F J W Q Q U Z Q Of OF _ = 0 Y U w w O O O 0 p 3 w = = z L� _jF- w N O z 01 2'-8" 6'-8" 1 ABEL YES FOR 1 HR RATED WALLS 1A 2'-8" 8'-0" 1 R4 1B 3'-0" 6'-8" 1 3" R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION 1 D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS O2 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O3 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP, O 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. 5� 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. 1-7 1 0 I PATIO A 0 10'-0"x 10'-0" CONCRETE 6080 PATIO DOOR X00 m I CD DINING ROOM CARPET 10'-8$'_u 20' 10 3., y 4'-8" OA - - - L7 1 1 Ir- 1 II DW it KITCHEN I IL-- TI LE T-- 1 S iv 8'-6;" 1 1 1,_11., 1 SD6 2 -- - 4j- 3 -I -- N L-- WALK-IN PANTRY PROVIDE 5/8"TYPE "X" N n� GATHERIN ROOM is 14 NDER DRYWALL A�,j M '✓ CARPET - LOW °, J o Q - HEAD OM O m} 1, 0>> 11 - N 0 w r� } Li ~ J OJ U ��� in ---- 3m} a- zo' I }�� 0 D M F -W^ 0 _j o Q U o mz0) Ow� �O J ppm 5 7 oma Z � 6'-6 j„ 2._4 ,. r Q J r 0 Of m w -- OOcn CoQ WD u - LINE OF SYNTHETIC STONE WAINSCOT TILE �+(> ILLI 1 >> IN Ln FOYER MI OR A_ TILE 1' c �CL 1 T H- c~n 0 O 3 PWD VENT I N 3 -1 5' Z Z $ $, 2'-4,. ' " 2, 5>, ._5., 3'-8 -4 ,> 7j" PROVIDE ELECTRIC Q R C H PAN PANEL UNDER LOC. SEE - HWT SHT E1.1 I A" N .2 ELECTRIC METER 2 �G RAGE "�--- 0 2 - - - - - - - - - - - - LNE- OR ND. RLR. ABOVE 8'0"x7'0" O.H. GARAGE DOOR LINE OF SY THETIC S ONE W INSCOT 2'-0" �100 cD I No �m " 4 oe0 I FIRST FLOOR PLAN 1/4 It I 0 N SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS i CV r� 0 is i 00 5'-1" CENTER OVER W97 DOOR ELOW O NEGRESS BEDROOM CARPET 5 9>_01, 4 N 3'-9" 54" 5'-0 2-2068 BI -FOLD 20'-0" 10'-3" 4'-8" CENTER OVER W97 WINDOWBELOW EGRESS BEDROOM 3 CARPET 9'-9j" 3'-11" J O- jv 40" HIGH LEDGE CO W/ PTD. PINE CAP N „ 71 3'-9" 1'-7" 4'-2 5'_04„ 3 T C 42" BATH TILE 0 zI all W.I.C. 3 = II 13 ui m II 1 5-6j" 2-2068 BI -FOLD - - " 3' 44 z 2068 14 TBI -F N LIN AH U 7 2668 B FO n C T LAUNDRY BOX 1 & DRYER BOX I O2 PAN UNDER WASHER - "X36" I p II W I : 0 LAUNDRY_ ��° 'll, TILE (I �►/` m 4 O 3'-9" 0 4 11 INC T MASTER I CI BATTIL 6 - - - 8'-0" FLAT ( ) CEILING ``M R0 1 W25 TEMPERED 6' 2'-7" 3'-9" 4'-0' 61, GLASS I MASTE� SUITE I Iv 0 o_ 1 I IJ I> I I I I I EGRESS I W97 I ROOF BELOW- 5'- 11 ELOW 5'-1112'-10" 2'-104" 5j" L O i N O J J Q Z Q 3: J x Q ~ '- a =^ mgr I of 0 J O O LLJ 0 i Ir r J p m 00 w w = V) 0 N Q TEMPERED GLASS SHOWER ENCL. x 0 00 SECOND FLOOR PLAN 2'- 1 T 0 i N B KITCHEN FLUSH 44" BREAKFAST BAR SECTION to M �IN N 1 CONSTRUCTION NOTES (Unless Otherwise Noted) Q 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 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 (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 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 Z 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 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" OCONCRETE BLOCK CONSTRUCTION - U 2 CEMENTITIOUS FINISH O 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 w COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) C� 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 ® 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 O INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 2 0 16" O.C. U373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF #2 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 z OEXPOSED 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 L,j UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE ��1111111// O WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ����j CV OREQUIRED BY CALAULATION ••�••• , �/ C"i tet' 5 ATTIC OVER LIVING SPACE ` �•� ••� ♦ w- � PROVIDE R30 BATT/ BLOWN INSULATION AND ♦♦ •� e'• ��� Q w_ 1/2" INTERIOR DRYWALL FINISH ON CEILING O Q ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH SW U. (��� i tV Z O21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 • .I O� J Z 6 R702.4.2 Z N W • ^ w INTERIOR STAIRS -SITE BUILT FBC 2010 0 W ~ • +Z' e"'� U R311.7.3 WINDOW GENERAL NOTES: �: J O !"4 Q - J 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. t' ` • � Q MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES • AT BASE) EQUALLY SPACED & ANCHORED 1.) (FBC-R310) �� % ••s•• �•`•� ��♦ Q Q TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIREDJ O STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM �I `` _ 2. TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE '//Ii�!`` �i WINDOW = 5.0 Sq. Ft. 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" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" 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, 1` 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 -0" FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3' CA MIN. CLEAR STAIR WIDTH = 31 1/2" Q Z FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING OW MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) W Z CA 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT E� Z MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE O I AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 0Z UO Q (%j Co MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR V 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR T Cn AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 1� Cn ~ E' Z i� O HAND RAIL - FBC 2010 R311.7.7 Q i1.' Z MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND O O O MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT COMPLYING WITH FBC2007 R613.8.1 UDZ E - MIN. INTERIOR GUARD HEIGHT = 36" E - MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE O d W E1 Z MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) Gc, O HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALLPROVIDE FOR W O ',I,'' TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" J C/1 il, SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC O C\2 a R311.7.7.2 CONTINUITY5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS I--- 0 �-, W � d SECTION 402 COMPLIANCE O U g WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16� OF TOTAL 0 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 Ll1 SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED LL J 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 a 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 N PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM Ld 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" CEMENTITIOUS FINISH m o0 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING) 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL z 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' w � > SQUARE FOOTAGE CALCULATIONS ARE :2O LLJJ ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY 1/ENEER, O Lv STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVA TION) AS OUTLINED = LTJ X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS \_1 ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI ?765-2003) Q 2 -8 Ld Q o 0 TYPICAL FOR ALL SHELVES - _ _ & LEDGES O F- (,) �- 5/8" PTD. PINE SHELF Q 00 - SUPPORTED IZSUPPORTED ON 5/8"x2" _J i - PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE DESIGN DRAWN I QUADR AT/TJF PROVIDE 1/4"x1" PTD. _ DOOR STOP PERIMETER 0 CHECKED TJF TRIM BIDS. OVER ALL PTD. I Q, PINE SHELVES 48" RECEPTACLE FOR J' CELL PHONE RECHARGER 0 COATHOOKS ON 1 3/4"x7-1/2" PTD. PO PINE LEDGER BD. �)STOP FOYER & 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 DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 14.1A F VARIES 3„ 7„ 3„4„ 10” WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-4" r� N I �n N 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-0" N I N r� 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS I _ N I � ir) _ N i 3/4" RECESS � Tut SCALE 2:1 rl"x63" PREFORMED STUCCO PANEL SHUTTERS ELEC DIETER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 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) II II GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) DEAR ELEVATION 9' 99 1/4" = 1'-0" 6:12 GUTTER DRAINED TO PORCH ROOF 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 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 Bill mill GLASS AREA ON FRONT ELEVATION 'B'= 57.13 SQ. RT. FRONT ELEVATION 1/4 = 1' -099 GUTTER PORCH DOWNSP PORCH DRAINEC WATER 1"x6" RAISED STl PLASTER TRIM BA 18" ROOF OVERHANG PORCH ROOF GUTTER SMOOTH FINISH DRAINED TO STORM SMOOTH FINISHED WATER WINDOW AND DOOR 1/2" STUCCO SURROUND DETAIL PLASTER FINISH WITH FLAT HEADER (Ground FL TYP.) (SEE DETAIL) 24"x63" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) EEO 1"x6" RAISED STUCCO PLASTER SILL TRIM SMOOTH FINISH PRECAST SH - STUCK–ON STONE VENEER E3 ENTRY JOINING UNIT ELEV iia„ = 1._0.9 GUTTER DRAINED TO PORCH ROOF 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE 1/2" STUCCO PLASTER FINISH (Ground A. TYP.) E4 ENTRY iia„ _ 19_o.. �"J11fJi� w Q GLASS AREA ON FRONT ELEVATION 'B'= 57.13 SQ. RT. FRONT ELEVATION 1/4 = 1' -099 GUTTER PORCH DOWNSP PORCH DRAINEC WATER 1"x6" RAISED STl PLASTER TRIM BA 18" ROOF OVERHANG PORCH ROOF GUTTER SMOOTH FINISH DRAINED TO STORM SMOOTH FINISHED WATER WINDOW AND DOOR 1/2" STUCCO SURROUND DETAIL PLASTER FINISH WITH FLAT HEADER (Ground FL TYP.) (SEE DETAIL) 24"x63" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) EEO 1"x6" RAISED STUCCO PLASTER SILL TRIM SMOOTH FINISH PRECAST SH - STUCK–ON STONE VENEER E3 ENTRY JOINING UNIT ELEV iia„ = 1._0.9 GUTTER DRAINED TO PORCH ROOF 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE 1/2" STUCCO PLASTER FINISH (Ground A. TYP.) E4 ENTRY iia„ _ 19_o.. �"J11fJi� w Q 0 z 0 a_ U cn w ```SII 1111111���' w sw LL c» 0 v� 1,• �„� c.E o Uzj• �i V ' 0 U_ J i Z V% `•��� ♦ L Ole '06 O 0 d+ Q zEco c �z A zcn C) xEl � o �= 0 z E -C, cn E-4 0 LL, F �— O U F- W W z 2 Ld L,J 0 m °o z w O Ld ~ O w = LSI ° Y I U Lj Qon _JF - DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 14.2A SHT OF It W VENT THROUGH ROOF, p ANGLE VENT OVER SO AS - NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" 12'-8" VTR OF PARTYWALL -- 13" � I I I TOP OF PLATE I � „ TOP OF WINDOW T bo FIN. SECOND FLOOR FOR HAND RAILS O7 (2) 2x8 FRAMING AT LANDING _ z cD KITCHEN I z� I 6 ';� FOYER I 0 r- I PANTRY 14 05/8" TYPE "X" GYP. �I I BD. UNDER STAIRS 2x4 FRAMING AT FIN. GROUND FLOOR SLAB �I LANDING w/ PT BOTTOM PIL TF 8'- 4" 10 TREADS 0 10 EACH F-AICRIVR `G VVMT) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING ECO 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. PLUMBINGY RISER DIAL"iRAM N.T.S. PLAN MAY BE MIRROR IMAGE TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 0 0 I 00 FIN. GROUND FLOOR SLAB ao FIN. GRADE U/S OF FOOTING az I E 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 SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS (---B� STAIR \� iia., = 1.-0" AD BUILDIN1/4 99 = 19-099G z O_ n U co W n LLJ _ Z Z JQ I� w C_V �t O N r-1 0 U 0.-i CD LLJ �' o �wz � �W C •� r I U. d•� ,O p Z 11-0a z • Z NW :Q - W rim U w C� 1 i 0 '. •�•..... ••' a w �= 1° UDzE- pa�:)wEW z z I o o LLJ _ Z Z r-1 0 U 0.-i V 0 �wz � W 0 O� A 0 c°0D °0 r-� d C) �= UDzE- pa�:)wEW z z I o o 0 w J � > a W 0 I— ZOwC,2� J OL LLJ _ Z Z DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 4,3A SHT OF W 1 0 m °0 z I In � > W 0 J OL w -Li Y I ° p ~ U QCL DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 4,3A SHT OF 2" PVC O%DI, WITH (3) THHN AL2" PVC WITH 150 AMP _-_ (3) #2/0 THHN PANEL - ALUMINUM El 0.0 P METER 2/0 ALUMINUM . SERVICE CABLE #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERG' ROUND ELyh--'C. ill — ml IS z U3 71 r W FIELD LOCATE ELECTRIC PANEL ELEC RIC ME7TER IN // NICHE FIRST FLOOR ELECTRICAL 1/4" = V-0" 1/4 99 = V-0 99 - ___l 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 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 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 ELECTRICAL GENERAL ELECTRICAL N I /-1 TE_ 0 . 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 ELECEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENILD THROUGH THE ROOF. OR WALL AS NOTED ON PLANS COMBO 2. DRYER VENT SHALL BE VENTED ll(ROUGH THE ROOF OR THROUGH AN EXTERIOR WALL.. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). LIGHT FIXTURE = W NOTES TO ELECTRICIAN: 1. SMOKE DETECTOR`._; 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 DEILCTORS ARE TO BE WITHIN 10' OF SLLEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL. BEDROOMS SHALL HAVE AFC( CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPIACLLS SHALL BE LISILD 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 UI_ LISILD SUPPORT BOX FOR ALL I AN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NCC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co 12 SMOKE DETECTOR OM EXAUST FAN COMBO cy— W SMOKE DETECTOR W Q W WALL MOUNTED O W LIGHT FIXTURE = W SWITCH $ CEILING MOUNTED (/7 3–WAY SWI[CH $3 LIGHT FIXTURE U 4–WAY SWITCH $ RECESSED CAN LIGHT FIXTURE C):� Q O CL DIMMER SWITCH $° RECESSED VAPOR DESIGN DRAWN QUADR PROOF FIXTURE CHECKED TJF 1 10 V OUTLET JOB No. 905/117 SCALE AS NOTED Q FLOODLIGHT ` SWITCHED OUTLET FI_.OURESCENI GFI OUTLL1 LIGHT CEILING vF� MOUNTED 220 V OUTLF I STD. LIGHT �\ / > DIRECT WIRE FIXTURE BRACL & PRE WIRE FOR TV JACK FUTURE FAN T� PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE sprD CODE SIZED J BOX Q WITH BLANK COVER W z U cn W 0 cn W 12 OM cy— W W Q W O W LLJ = W LLJ W d (/7 W IL cn W 12 OM z� W Q W O W = W Q f— � J U C):� Q O CL n :2; J 1 -- DESIGN DRAWN QUADR 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. ` - ........____-_.__� EGRESS .1 ELEC RIC r - RANGE HOOD VENTED TO EXTERIOR AND A' Ld U R C H\01 2 PROVIDE 1 LAYER 5/8" I I PROVIDE - Li z O > O TYPE "X" EXTERIOR w = w -24' WIDE 1 ( )0' 4" N U 1 9 U BARRIER PER ASTM C 1063 & APPROVED ELOW " W 0 W m J 2'-5" pLLJ Z ,> 2 -61 = z Z z Z Q C7 W } Q U z O U CQ W W Q IS LESS THAN 3'-0" f Z ~ F- w Z U v O < < O O Q COAT CEMENTITIOUS APPLICATION, 8" NOM. z a z z W a ~ ~ = a: H V) w o w (n 0 O z STRAPPING AT 24" O.C. T -NAILED INTO �o > > � Q z Lij FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 26j" 508" 27j" 508" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28" 44" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" " 28jj 60" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO STRUCTURAL ENGINEERS SPECS. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG37" 1 72" 37" 72" 18.50 YES W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 12.00 NO THE LOWEST PART OF THE CLEAR OPENING TO THE W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES 3.) W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES AT ANY POINT W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES HANDRAILS TO MEET REQUIREMENTS FOR W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 481" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60�" 20.00 YES 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 SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 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� "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 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 SHT E1.1 ` - ........____-_.__� EGRESS .1 ELEC RIC r - RANGE HOOD VENTED TO EXTERIOR AND A' Ld U R C H\01 2 PROVIDE 1 LAYER 5/8" I I PROVIDE - (-)0'-- 4" 09LPAN „ > O TYPE "X" EXTERIOR FLOOR TRUSSES BY REGISTERED TRUSS I 1 -24' WIDE 1 ( )0' 4" w SHEATHING ON PORCH 1 UNDER EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED ELOW WITH TPI/WTCA BCSI. (1/4') PANEL TYPE I 0 3„ „ 5H 6T 2'-5" , „ 6 -6 ,> 2 -61 2 2� 0>� I CD EXPOSED BUILDING FACE >_ w EXTERIOR WALLS TO HAVE A FIRE RESISTANCE ® O U CQ z O o V) OJ IS LESS THAN 3'-0" BLOCK CONSTRUCTION - Q J O F- w Z Q af U Cf) a o = COAT CEMENTITIOUS APPLICATION, 8" NOM. u D w W J w C'1 p 3: = H V)Ir Z W w (n 0 O z STRAPPING AT 24" O.C. T -NAILED INTO O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1 A 2'-8" 8'-0" 1 R4 -) = FIRE WALL BELOW, TO UNDERSIDE OF ROOF 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FOR 2 STORIES TO 10'-0" MAX HEIGHT. 1 C 3'-0" 6'-8" 1 R4 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR DRAWN ADD TRANSOM / ELEVATION DRYWALL BOTH SIDES OF STUDS. 1 D 3'-0" 8'-0" 1 R4 SPF#2 OR 2x6 SPF#2 0 24" O.C. TEMP GLASS FRENCH 18 LT JOB No. 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FLOORS BETWEEN CONDITIONED AND 2'-8" 6'-8" 1 VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT INTERIOR DOOR 8' CLG. TYP. �A 2'-8" 8'-0" 1 REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND INTERIOR DOOR 9' CLG. TYP. 1/2" INTERIOR DRYWALL FINISH ON CEILINGO 2'-6" 6'-8" 1 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 INTERIOR DOOR 8' CLG. TYP. INTERIOR STAIRS -SITE BUILT FBC 2010 2'-6" 8'-0" 1 GENERAL NOTES: 1.) STRINGERS SHALL 8E 202 SPF#2 (P. T. INTERIOR DOOR 9' CLG. TYP. AT BASE) EQUALLY SPACED & ANCHORED ` 22'-4" (FBC-R310) 6'-8" 1 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. INTERIOR DOOR 8' CLG. TYP. 4A 2'-4" 8'-0" 1 WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 OPENING = 20" FOLLOWS INTERIOR DOOR 9' CLG. TYP. MIN. TREAD = 10" © 2'-2" 6'-8" 1 MAX. RISER = 7 3/4"2.) INTERIOR DOOR 8' CLG. TYP, MIN. HEADROOM = 6'-8" (63 2'-2" 8'-0" 1 j" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS INTERIOR DOOR 9' CLG TYP. MIN. STAIR WIDTH = 3'-0" U7 1'-6" 6'-8" 1 FOR WINDER STAIRS 3.) INTERIOR DOOR 8' CLG. TYP. MIN. WINDER TREAD MEASURED= 10" l� 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 00 I b 4, 9„ 4'-11" PATIO 10'-0"x 10'-0" o CONCRETE )U'-4" 0 6080 PATIO DOOR tl)100 �J L L _ D W I 3„ I T %__ , KITCHEN T DINING TILE CARPET s 1 F____ X100 5,_73„ 1 / 10'-1A„ N r Ao R L__ - _J - -- - - - - - - - - - - - - - - - - - - - a9V N Y 313., - - - - _--------------- 1 1, 4m„ Jo aJ �`b ll 2 15 7" JJu Q m L' �w� N`1 J Z W�� Q <m GATHERING ROOM �Q Ld I- CARPET o v -� o }L'j~ �� oW� Qvo �a w~a� b w o 12" DROPPED � z � U J COFFERED CEILING TO 0 w 0 0- COVER DROPPED STEP 40" HIGH 1 af o 0 Cn W Q J 1 KNEEWALL 1 0 = Q Q Of m PROVIDE W/ PTD, PINE O Drz LLJ 5/ TYPE -------CAP 1 Cn 0 o DRYWALL /�_ - - - - - 0 = Q _ - UNDER STAIRS -- J11, -..,E ST(�RA�E 6 -0 3,_8~ .3 16 C ' �pWl 6 17R FOYER HEA RTILE PROVIDE 45 '-' 1C 12" DROP 2'_1„ 5„ MINUTE FIRE RATED DOOR w/ RATED BULKHEAD I JAMB, SILL AND P WTILEIR�R1 C B1 B K' CLOSER OR__ 11 TOP & 0 1 E DROP 20'-0" 6'-9" 9'-51" 3 -9 SD6 CENTERED OVER PATIO DOOR BELOW I" W57 W57 QOf� Iv�ASTER SU111E w - CARPET I �1 zw Cr ~ ~ 9' HIGH COFFER1 SIN Q CEILING �I X U) ^4 o0- 1 W �- >- 1 '. Q J tx U 0 � Vw 0 Lf) i 4" - 4 5 2y- 9„ 3'-1" 3 TEMP GLASS s 60X42X20 �OAKER TUb) r TEMP-� GLASS ENCL. ; MASTE BATH TILE O O MIRROR OPT. BASE CABINET >_141, N 40" IGH KNEE WALL W/ PTD. PINE CAP 00 DN i 0 14R O D ELECTRIC 7$" TWH� PANEL ro O LOC. SEE - COVERED PORCH AREA SHT E1.1 ` - ........____-_.__� EGRESS .1 ELEC RIC r - RANGE HOOD VENTED TO EXTERIOR AND A' P R C H\01 2 PROVIDE 1 LAYER 5/8" I I PROVIDE - (-)0'-- 4" 09LPAN „ �,, O TYPE "X" EXTERIOR FLOOR TRUSSES BY REGISTERED TRUSS I 1 -24' WIDE 1 ( )0' 4" SHUTTERS SHEATHING ON PORCH 1 UNDER EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED ELOW WITH TPI/WTCA BCSI. (1/4') PANEL TYPE I CEILING THIS UNIT 3„ „ 5H 6T 2'-5" , „ 6 -6 ,> 2 -61 2 2� 0>� I y�, EXPOSED BUILDING FACE D ELECTRIC 7$" FIRST FLOOR AREA PANEL ro 5 SHELVES FOR 9' CEILING LOC. SEE - COVERED PORCH AREA SHT E1.1 ` RANGE HOOD VENT (FBC-M1503) EGRESS .1 ELEC RIC r - RANGE HOOD VENTED TO EXTERIOR AND A' METER I W57 2 NICHE N I I SPECIFICATIONS - 2'-2�" 2'-1 „ I O GARAGES F------ FLOOR TRUSSES BY REGISTERED TRUSS I 1 -24' WIDE MANUFACTURER. (SEE STRUCTURAL ENGINEERS 1 SHUTTERS I 1 W SILL EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED ELOW WITH TPI/WTCA BCSI. (1/4') PANEL TYPE I I UNDERLAY UNDER RESILIENT AND WOOD I FLOORING I I 2 J I y�, EXPOSED BUILDING FACE 16'0"x7'0" O.H. GARAGE DOOR 16'-0" LINE OF SYNTHETIC STONE WAINSCOT 2'-0» 1'-2" FIRST FLOOR PLAN 0 I b 81 �r C N -72" LIN 0 EAH 14 2668 CHAS BF ® 11 2668 Il BF L NDRY r PROVIDE TILE 1 P UNDER W.I C. WASHER 13 I �X/ I 1 0 CARPET 11 LT I W 11 LD-- -A o II 1 �IcI.,T < x II OPT. PERS L - - _j o 11 T- 1 11 II 1 II i 3'-4" C I I I 2-2668 1 BI -FOLD I 3'-4j"</LI'2, 1,. 1 BEDROOM 2, CARPET T O 6'-04"- W.I.C. I nI o BEDROOM 3 00 I i� 0 '-off I N J J Q 37 Z z �i ~ z a-Qrn _ � Ld OfLf) J m po3D J bj 0 W Q J 0 0' m O�w O V) = Q CARPET ELEV. 'A' FIRST FLOOR AREA `t2 T SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 0 COVERED PORCH AREA '11,01. 4„ RANGE HOOD VENT (FBC-M1503) EGRESS 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE M W57 3'-4" C I I I 2-2668 1 BI -FOLD I 3'-4j"</LI'2, 1,. 1 BEDROOM 2, CARPET T O 6'-04"- W.I.C. I nI o BEDROOM 3 00 I i� 0 '-off I N J J Q 37 Z z �i ~ z a-Qrn _ � Ld OfLf) J m po3D J bj 0 W Q J 0 0' m O�w O V) = Q CARPET ELEV. 'A' FIRST FLOOR AREA `t2 T SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 0 COVERED PORCH AREA '11,01. 4„ RANGE HOOD VENT (FBC-M1503) EGRESS 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE M W57 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM o> I I SPECIFICATIONS 2'-2�" 2'-1 „ I SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS 1 -IN MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER I � .. 4 12'-1" EGRESS EGRESS 36"X65" 36"X65" 1 ARCH TOP ARCH TOP 6'-84" 6'-5�" SECOND 1/4 13'-2' 5'-1" 11Dohoka" 9 Fail" I I 2'-104" 2'-0" 4 (B)'�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 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) 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 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1596 SF COVERED PORCH AREA MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND GARAGE AERA 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 M EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM o> MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION j2x4i OCEMENTITIOUS 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 TE-4 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 C) (:4 UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL a J ENGINEERS SPECIFICATIONS) R13 BATT Z EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE ® O U CQ RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" BLOCK CONSTRUCTION - LTJ O 2OCONCRETE CEMENTITIOUS FINISH 0 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 0 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 ® 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 Lli � 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 STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. �JI-- PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR DRAWN ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. QUADRA MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 CHECKED TJF GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS JOB No. 905/117 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR AS NOTED FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN 07/20/12 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 5 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 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL 8E 202 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 # WINDOW = 5.0 Sq. Ft. 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 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 RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND 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 THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL &CEILING BETWEEN GARAGE AND LIVING O� "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 CEMENT/TIOUS 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 EXTERIOR SHEA THING. (EXCLUDES 718" CEMEN TI TIOUS 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- FATTIC 13 ATTICACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY I/ENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEI/ATION) AS OUTLINED X C VERT. HEIGHT, ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) 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 Ld f-- 0 0 Cn LJ 0 ' w � v V'\ v� t �� Q- O ••� �•• �i N__ et LL tt• V- �• d Ci' O v• ow p tN 0 _ z z _MS Z 04 LU 1[ja Lu �,f-.. .Irt```�� 69O 5.1A I s a OI --I d' O_4 .--I Q ZO M Lu o> ®�OFA�cccc 1 TE-4 cf)~�~Wz o0 �zE � C) (:4 ~ C/3 a J Z F-ZoE-��a ® O U CQ > LTJ O 0 M J LAJ Z 0 Ld 5.1A I s a Lu 1 0 Z o0 = 0 ~ Z > LTJ O M J 0 Ld Li J o >- Q F- :2 J � Lli � = -) = � Qo0- �JI-- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 5.1A I s t VARIES 3 7"3".4" SCALE 2:1 f. f 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-0" � SIN I - - N I � 1n f - _ - SIN N 3/4" RECESS L 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 72"x96" PATIO DOOR GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) RE ELEVATION 1/4" = 1'—V 2'-4" !� ELEC METER SECTION AT METER NICHE 1/2" NOM. STUCCO 'LASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) T 0 c I 0 I d 0 I 00 I O 0 co 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE TOP OF WINDOW TOP OF WINDOW 12"x12"x1" SQUARE RAISED STUCCO PLASTER DETAIL W/ SMOOTH FINISH (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH FIN. GROUND FLOOR -- co FIN. GRADE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 1"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER- 1/2"x6" VER- 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%10" 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 FIN. GROUND FLOOR VENEER 6:12 61. 6:12 W F— Z O I— CL ry U V) W n 1"x6" RAISED STUCCO - PLASTER FRIEZE TRIM --W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED _ I HEADER (SEE DETAIL) I 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK fL -_ METAL RAILING S �2 18" ROOF OVERHANG 5:12 o __ L _ - PROVIDE CONTROLn- �- -� - - JOINT �� �e �i/ cv N 1/2" STUCCO �� ��•••• ••••�V //� n _�w �p•� i c�vZQ ow PLASTER FINISH C Z - (Ground FL TYP.) ® • ff36"x8'-0" FIRE RATED = w TZ W,-' I SOLID FRONT DOOR ; V Q� �� J ■ 7E: 1 ■ [71M ❑ 1"x6" RAISED STUCCO �i '•• N ' PLASTER FRIEZE TRIM ,� •••....••' �G��� a EE 111E i -I W/ SMOOTH FINISH /ii��i d� ,�®`���� _j O /d \ 5"x3" PREFORMED d 11111 j'\\ LL_ STUCCO WATER TABLE (SEE pE ---- --- —- PRECASY fU& A� 7-M17�11E� �� HIE -- STONE VENEER ------ - ------- -­-­ ------ GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. FRONT ELEVATION '5A55 1/4 99 /4" = 19-099 6:12 6:12 SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED --VERHANG HEADER (SEE DETAIL) 2"x4' RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6" RAISED STUCCO PLASTER rn .� TRIM W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER _ V) SILL W/ SMOOTH FINISH FIN. SECOND FLOOR TOP OF WINDOW 12"x12"x1" SQUARE RAISED STUCCO PLASTER DETAIL W/ SMOOTH FINISH (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH FIN. GROUND FLOOR -- co FIN. GRADE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW 1"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER- 1/2"x6" VER- 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%10" 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 FIN. GROUND FLOOR VENEER 6:12 61. 6:12 W F— Z O I— CL ry U V) W n 1"x6" RAISED STUCCO - PLASTER FRIEZE TRIM --W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED _ I HEADER (SEE DETAIL) I 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK fL -_ METAL RAILING S �2 18" ROOF OVERHANG 5:12 o __ L _ - PROVIDE CONTROLn- �- -� - - JOINT �� �e �i/ cv N 1/2" STUCCO �� ��•••• ••••�V //� n _�w �p•� i c�vZQ ow PLASTER FINISH C Z - (Ground FL TYP.) ® • ff36"x8'-0" FIRE RATED = w TZ W,-' I SOLID FRONT DOOR ; V Q� �� J ■ 7E: 1 ■ [71M ❑ 1"x6" RAISED STUCCO �i '•• N ' PLASTER FRIEZE TRIM ,� •••....••' �G��� a EE 111E i -I W/ SMOOTH FINISH /ii��i d� ,�®`���� _j O /d \ 5"x3" PREFORMED d 11111 j'\\ LL_ STUCCO WATER TABLE (SEE pE ---- --- —- PRECASY fU& A� 7-M17�11E� �� HIE -- STONE VENEER ------ - ------- -­-­ ------ GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. FRONT ELEVATION '5A55 1/4 99 /4" = 19-099 6:12 6:12 E'7 ENTRY 1/4 = I — 0 ® --VERHANG - m — PROVIDE F-- CONTROL JOINT rn .� if - �:.� 5:12 — 0 0 _ V) II W ►��az� E'7 ENTRY 1/4 = I — 0 GLASS AREA ON SIDE ELEVATION 'A'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) I (ff-" A R A G' E E L E -'Vm CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT RO[1DE CONTROL JOINT 0 - m — W F-- a J cn rn .� ILL] W — 0 0 _ V) II W ►��az� LL cn w O w z 0 0w CQ d O U O uo = O +I Z 0 1 � W 0 LLJ O _ECTRIC METE NICHE = W GLASS AREA ON SIDE ELEVATION 'A'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) I (ff-" A R A G' E E L E -'Vm CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT RO[1DE CONTROL JOINT SHT OF 5.2A 0 C_ CL — W F-- �wzco cn � _ - rn .� ILL] W Z L LJ _ V) II W SHT OF 5.2A O Q w4 z m �wzco cn � _ - rn .� ��oP A O� C7 ►��az� z H E_ cn w O w z 0 0w CQ d O U O SHT OF 5.2A rnB Q W O uo = O ~ Z � W 0 LLJ O w = W o ?- Q Ld Q C:) = p U a DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 5.2A 0 -T- I co 0z 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 AA>_Z1„ 0,BUILDING SECTION AT PORCH A BUILDING ,. _ 1._01. SECTION 1 Z I NLAUS (9 IU EACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS O 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 � STAIR SECTION. 11L.� 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 I I I I I VENT THROUGH ROOF, F ,. ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" i' OF PARTYWALL VENT THROUGH ROOF, 2 VTR r = ANGLE VENT OVER SO AS "? 2 NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL OP OF PLATE OP OF WINDOW LA IN. SECOND FLOOR OP OF WINDOW 0 wj TUB/SHW I co r 0 I 0 0 I co N. GROUND FLOOR SLAB N. GRADE 00 /S OF FOOTING -------- --- OZ 12 C -A I GfCI\Jf-, `L VVH f CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING T co r7 ro 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. PLUMBING RISER DIAGRAM N.T.S. CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 5.3A Fn LSI F -- <C Z LLd 0 0 z a o0 = 0 Z ~ U V) w Ld 0 Lij W CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 5.3A Fn Q LLd 0 z o0 = 0 Z ~ w ~ 0 Lij W 0 w CD O:f Q 0 CL DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 5.3A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINUM DISC. SERVICE CABLE 61 PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER AC 6 2" PVC WITH (3) #2/0 THHN W \ ALUMINUM w - - KITCHEN DINING METER 4®1 SI 1 O I 0 #4 COPPER MICROWAVE L — 14 ABOVE 0 \ </ J GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT FIRST 1/4" = V-0" — CARBON MONOXIDE/ co / " SMOKE DETECTOR I 31 I 1 � R I EXAUST FAN Oz COMBO L..L \\ 1004 J ---� Z ----------- w3�: > -- — — — — — — — ---- .,. -- — /J ®J GATHERING ROOM W CEILING MOUNTED �Q 3—WAY SWITCH $3 LIGHT FIXIURE <\ 4—WAY SWITCHRECESSED I\ CAN 14 I I I LIGHT FIXTURE �/ \ J \/ \ ❑VT I I I I I RECESSED VAPOR QUADRA I _ J3T � � J I GARAGE / OUTLET FOR GARAGE DOOR --0-- 15 OPENER I 7R \ FOYER \ 11, FIELD LOCATE ELECTRIC PANEL F— — — — — -- I I I I I I I I I I I I\ I PO CH ELECT IC METER IN NICE T--I� _/- FLOOR ELE"ICTRICAL SECOND. 1/4 99 = V-099 3" MAX. BETWEEN TRIM AND SWITCH C/L_, --- U J L) LO a TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 3 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 191IDD1:�1�I1MDfBIYIFI�� 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 THF 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. ELECEND.dwg EXHAUST VENT NOTE: 01JIJL09 1. ALL LXHAUSI FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYLR VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: I. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOM'S, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY W1111 NFPA 72. 2. CARBON MONOXIDE DEIEC1ORS ARE 10 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 CIRCUM. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THF 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR 12 EXAUST FAN Oz COMBO L..L ~ SMOKE DL"I LCTOR Z WALL MOUNTED w3�: > F- � LIGHT FIXTURE ~ SWITCH ®J LL, W CEILING MOUNTED �Q 3—WAY SWITCH $3 LIGHT FIXIURE < 4—WAY SWITCHRECESSED 'w7 CAN Qom LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR QUADRA AT/TJF CHECKED TJF PROOF FIXTURE JOB No. 905/117 110 V OUTLET DATE 07/16/12 Q FLOODLIGHT SWITCHED OUTLET GFI OUTLETo FLOURESCENT LIGHT CEILING VF MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURC BRACE & PRE WIRE FOR TV JACK FUTURE FAN /// \ TV PHONE JACK ELEC. SERVICE PANEL SPEAKER PRFWIRE SPM— CODE SIZED J BOX Q WITH BLANK COVER O n ry w a cn 1 12 Oz L..L ~ Z w w3�: > F- � I Li ~ F_ ®J LL, W 2 �Q a cn 1 12 Oz =O ~ Z w3�: > O ~ O w �Q < 'w7 Qom DESIGN DRAWN QUADRA 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. MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 423 SF 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 w EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION I�2x4� CEMENTITIOUS(SHEDTER FINISH O bi N Zo O U ~ U COAT CEMENTITIOUS APPLICATION OVER O = i Q w BARRIER PER ASTM C 1063 & APPROVED W cn J U0 0 � Z (� _Z Z Ln .. U w m Q J ¢w Z 20 CONCRETE BLOCK .ON TRUCTION - CEMENTITIOUS FINISH w Z w z Q W W >_ F __j Z 0 p - 01- Q x Q 0- O 0 0_ ¢ Z � STRAPPING 0 24" O.C. F w z J w F- SECOND FLOOR PARTY WALL TO BE 2 HR Z Q C� ~ o 1- O J D z 3:I} w dLLj O O CJ O 0 of O Z W tr IL w cn O Z SPF#2 OR 2x6 SPF#2 ® 24" O.C. O O O 1 " Of §i YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 18 W21 1H4 SH BLOCK SINGLE HUNG 26j" 508" 27j" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 21 63" 27j" 53j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27"" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44a" 8.56 NO WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE W26 2444 SH FRAME SINGLE HUNG 28" 52" 281" 52j" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50" 37" 50" 13.01 NO HANDRAILS TO MEET REQUIREMENTS FOR W52 25 SH BLOCK SINGLE 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 SKYLIGHT, RAISED COFFERED CEILING. 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 W5$ 3060 SH FRAME SINGLE HUNG 36" 72" 36 72 18.00 YES CLOTHES DRYER VENT (FBC-M1502)12 DRYER EXHAUST VENTED TO EXTERIOR MIN. W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 481" 50j" 16.88 NO - SQUARE FOO TA GE CAL COLA TIONS ARE W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES INSULATION BACKING. W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 48 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 13 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 423 SF 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 w EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION I�2x4� CEMENTITIOUS(SHEDTER FINISH O SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS U 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 BRACING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. 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 WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. w W RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" 20 CONCRETE BLOCK .ON TRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF 0 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED ? J LLj m CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS O LLJ _Z OF WALL. 1x2 PRESSURE TREATED F F Q STRAPPING 0 24" O.C. F w z Q Q o U SECOND FLOOR PARTY WALL TO BE 2 HR Z Q ch_ O ~ o = 0 Y U J D W w V) W O CJ O 0 s w = = H ? tr IL w cn O Z SPF#2 OR 2x6 SPF#2 ® 24" O.C. O 2'-8" 6'-8" 1 " R4 B LABEL YES FOR 1 HR RATED WALLS ROOF VENTILATION 1A 2'-8" 8'-0" 1 R4 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 18 3'-O" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C 3'-0" 6'-8" 1 4" R4 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) TO 2x8 HEADER & P.T. 2x4 PLATE PER ADD TRANSOM / ELEVATION STRUCTURAL ENGINEERS SPECS. 1 D 3'-0" 8'-0" 1 R4 DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE TEMP GLASS FRENCH 18 LT WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS MAX. NOSING = 1 1/4" O 2'-8" 6'-8" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE INTERIOR DOOR 8' CLG. TYP. WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN, STAIR WIDTH = 3'-0" 2'-8" 8'-0 FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE INTERIOR DOOR 9' CLG. TYP. MIN. WINDER READ MEASURED = 6" 03 2'-6" 6'-8" 1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR INTERIOR DOOR 8' CLG. TYP. 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBC 2010 R311 7.7 2'-6" 8'-O" 1 MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" INTERIOR DOOR 9' CLG. TYP. MIN, EXTERIOR GUARD HEIGHT = 36" ® 2'-4" 6'-8" 1 (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR INTERIOR DOOR 8' CLG. TYP. A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" ® 2'-4" 8'-0" 1 R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS INTERIOR DOOR 9' CLG. TYP. OWALLS BACKING ONTO ATTIC 05 2'-0" 6'-8" 1 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 INTERIOR DOOR 8' CLG, TYP. IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. 2'-0" 8'-0" 1 WALL & CEILING BETWEEN GARAGE AND LIVIN 9E SPACE THE WINDOW UNTIL FINAL ENERGY INSPECTION. 5/8" TYPE "X" DRYWALL ON CEILING OF INTERIOR DOOR 9' CLG. TYP, GARAGE WITH LIVING SPACE ABOVE & 1/2" U 2'-2" 6'-8" 1 FLOORS w/ CONDITIONED SPACE ABOVE. TAPE INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 ARE MEASURED FROM FACE OF INTERIOR DOOR 9' CLG. TYP. DOOR FROM GARAGE TO HOUSE 07 V-6" 6'-8" 1 CEMENT/TIOUS FINISH. AND WEATHERSTRIPPING. INTERIOR DOOR 8' CLG. TYP. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP 1'-6" 8'-0" 1 RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. INTERIOR DOOR 9' CLG. TYP. CLOTHES DRYER VENT (FBC-M1502)12 DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING) 'i0'-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' 5'-4" PATIO 10'-0"x 8' - CONCRETE (-)0'- ,_0" 1 -8" 5'-0„ OA ��9 W91 fl 6080 PATIO DOOR 1 LOW 'm J L 0 1 -It y SEE DRAWINGS N u Q SDG i z l BY CABINET MFR FOR <m DINING ROOM �__� 11 D KITCHEN KITCHEN CAB w TILE II TILE r ELEVATIONS N mrr� - I Q O CD o 8'-7j" Of O J A L�_ 00 } "It 1A I V 0 7$„ OD m I 1 -9" 3,-2" oD� g to - R I I L__ _J FURNITURE CURVED A HLo 1 NICHE r Q 38"X E1 .I 72"RECESS 5'-6ll 2" DEEP 16 " x of 4'-11 I N �-- - N �`n 3; FOYER � I TILE 1 C 3'- 8 �D 18 LITE PORCH FRENCH 00 Li Q TEMP Z "DO d J Q I 1 8'4" RAISIED �AULTEQ FEILING TI - T 3,-51„ I 21 -4`,1 I I Lj MIRROR 7 IN ro �I 7H_ 1 TWOPPED N CEILING IN (7'-4" HIGH `n CEILING) �h PROVIDE N / PAN UNDER H WT 4'-5j" I I �� I SH TTER I I DETAIL '00 I SEE SHT 5.2 I I 0 -__ LT_,_ I I SII I o iII I I I GATHERING ROOM TI LE 12'-7$" _J W53 W53 W53 ELECTRIC _4 PANEL LOC. SEE _ SHT E5.1 ELECTRIC METER n A) - NI HE OGARAGE I �o I I 1 0 I I I I LINE OF FLOOR ABOVE 1 A 16'0"x7'0" O.H. DOOR '-4 FIRST FLOOR PLAN W52 y� Lo 1 N 00 it) �r'4 O O I M J Of J az¢ - 2i J - a. Cr Q~ 0-W IY0 J C) w O< } 0 Of m oow LO Ln N ¢ . T�04 I 54" 20'-11" 4'-24" 10'-104" 5'-104" _ SD6 TEMPERED 1 GLASS W25 W57 W57 c� I \ ;/ I 6 ' �r I I 13'-10'. I I 4 TEMGI ASSD MASTER S U I iTE `n SHQWER I CARPET 21 ENCLO�URE 60"x36" „ J 3'-2 1 - - - - ----- 9' HIGH COFFER MASTER 4 T c I'1-- ------------ BATH I Q11 1RRgRI I o. _ 1311,,.�,,� W.I.C. �J ILS 3'-2" 3'-8" le V TED - I EHU OR -1 -�- 2668 DBLE. HANGING BI -FOLD F. A. 14 2'_ 11,> 2'- 2 z 2668 7 z BI FO 1 O 1 _ r2l"XIO) O6 DN Lo rn BEDROOM 3 IN 1 7R ; I CARPET �- m w O O Of -IN54. 15 D 6 -94" T C 3,_3„ N 4 -IN L LAUNDRY 0 00 TILE r - -- PROVI(PE - - IN I PAN UN ER II OPT,__ WASHER 1 - (UPPERS -1 ---- �n 3 ._� OPT. TUB & OPT. BASE C BINET - - - -- NLo 0 LAUNTRY BO C T I ---- - � I qt W. I . C. 4 MI Y w5'-22" 3>_1„ o _ _ 40w 0 BEDROOM 2 0 I I CARPET r7 I cp 1 5'- 9 2-2068 /',pI-FOLD BATH TILE 9'-1" 4'-8" W55 cn C/3 n� w co = of X w U �Q I °o EGRESS EGRESS oN I ROOF BELOW LINE OF SYNTHETIC 3'-5" 3'-6" 3'-6" 3'-5" STONE WAI SCOT --�� ___ 2'-44"11 13-'- 10" - 4'-9" SECOND FLOOR SLA 3'-6" 1'-1 J" 4" 2,-0" DRYWALL O KNEEWALL I N KITCHEN �7L FLUSH BREAKFAST BAR SECTION E1 FOYER CURVED ARCH It D. ROUNDED RNER BEAD RROUND D. BASE ARD CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' 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 & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 13 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 423 SF 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 I�2x4� CEMENTITIOUS(SHEDTER FINISH O SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS = 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 BRACING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. 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 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 W RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" 20 CONCRETE BLOCK .ON TRUCTION - 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 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 O BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. U373 AND INSTALLED PER MANUFACTURERS SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. 0 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING 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 DESIGN MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 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 WRAP, FINISHED SOFFIT VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE HALF OF REQUIRED VENTILATION AT EAVE AND HALF 905/117 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND DATE 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 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) 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 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) MIN. WINDER READ MEASURED = 6" INSTALL APPROVED CORROSION RESISTANT FLASHING AT 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 11 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 LIVIN 9E SPACE THE WINDOW UNTIL FINAL ENERGY INSPECTION. 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. sALL PENETRATIONS PER 2010 FBC R302.11 (4) (4) - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING WI DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENT/TIOUS 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 EXTERIOR SHEATHING. (EXCLUDES 718- CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502)12 DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING) 'i0'-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 FOO TA GE CAL COLA TIONS ARE ATTIC ACCESS (FBC-R80 MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMEN TITIOUS 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 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 926 SF TOTAL A/C AREA 1588 SF COVERED PORCH AREA 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF LL] 0 Q I CW 0 00 = Q Z W J 0 W 0 W � (/-) Q W U 1 W ~ = = 0 r Q a0a- DESIGN DRAWN o 0 QinZE�� cn m � <1 aI 04 w en O � en WZ � d C) Ex''�` En w WEE- z W ® �� 0 x _j_ < � N F- a 0 0 LLJ W Z _J N 6.1A x Q I CW 0 00 = Q Z W J 0 W 0 W � 0 Q W U 1 � ~ = = Q a0a- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 6.1A x 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6• X72 6:12 6:12 I 6. 7 6:12 PROVIDE CONTROL JOINT ME Iris NIMIM 0 mmR �ff ������������rmi� m � ������ ���on ���I GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT. SIDE ELEVATION "A�9 =1/4" A) EL]EC METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 0 00 I TOP OF PLATE TOP OF PLATE TOP OF WINDOW I 0 I 18" ROOF OVERHANG x rn I 0 0 I co FIN. SECOND FL00 TOP OF WINDOW FIN. GROUND FLOOR TOP OF PLATE TOP OF WINDOW 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL TOP OF WINDOWTYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5'x3 PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR 6:12 E1 FRONT 6•�2 mill M�_■■ 1111 IN 11111111111111111111111 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 TRIM W/ SMOOTH FINISH TO MATCH DOOR DETAIL 24"x24" FRAME WITH 1"x4" — RAISED SQUARE STUCCO PLASTER FINISH 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 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) /2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER ELES'3TION "A" 1/4 = 1' - 0" 6:12 2 6.� 0 0 28 x44 PPO —36"x48" BATH LD w - OASIS WINDOW (LEFT—ALIGN W/ WINDOW BELOW) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT ® PARTY WALL P OVIDE CONTROL JOINT 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE "8ex°S7 1"x7" RAISED STUCCO OITA9 PLASTER HEADER TRIM W/ 51000 SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL GLASS AREA ON REAR ELEVATION FOR 'A'= 107.42 SQ. FT INCLUDES PPO— IWNDOW FOR BATH OASIS 1/4" = 1'-0" 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) w Q 0 Z 0 H— CIL U C/-) w 0 0 CO 0 ,E A ►-- an w a !4 p x o Cnz, oa�WHz E- L) wo 0 Z 5W � d O �� a Fn l! d I Ld Ld (D — w O 0 � IJ-- r v . LL. SW O + z CQ CQUj . ~ W c*w +Z �� i :U :dam %:i O wi � � C7 . U_ �M J _! L•• II I LJ C.� . Ci _ cif J o I �a(D 0 CO 0 ,E A ►-- an w a !4 p x o Cnz, oa�WHz E- L) wo 0 Z 5W � d O �� a Fn l! d I Ld Ld (D — w 0 � IJ-- za W W o LTJ I 2 _! L•• II I LJ 0 CO 0 ,E A ►-- an w a !4 p x o Cnz, oa�WHz E- L) wo 0 Z 5W � d O �� 6.2A a Fn Q I Ld o 0 0 00 2 � za Lv J W 0 = w I o �a(D �--- Iz Q0EL I— DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 -- SCALE AS NOTED DATE 07/20/12 6.2A rt i 00 TOP OR PLATE TOP OF PLATE TOP OF PLATE TOP OF WINDOW 0 FIN. SECON 0 I 00 0 z .15 TOP OF FIN. GROUND FLO —_ - FIS U/S OF 1617 OPEN STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS © 10" EACH --2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE I TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS !B� STAIR SECTION � iia.. = 19_0.9 5 I AI K VVLLL _ S2 HEADROOM CLEARANCE A\,BUILDING SECTION D VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" 3" VTR OF PARTYWALL i VENT THROUGH ROOF, ANGLE VENT OVER SO AS �. NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR -' 2' CJA LFN1VF% �L VVHI) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING CO NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN I II I II I II I II � II 00 VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL I 127" PLUMBING 00 RISER I FIN. SECOND FLOOR HEADROOM__-,, Q CLEARANCE Z — — — L L (2) 2x8 r TRAMING AT LANDI G FOR HANDY RAILS 5/8" TYPE "X" GYP. BD. UNDER STAIRS I I co a POWDER 6 � 1' :rCTJ WH GAR GE r� I 2x4 FRAMING AT 1 LANDING w/ PT 1 Z• 1 z BOTTOM PLATE Q FIN. GROUND FLOOR 1 16" OPEN WEB TRUSSES@ STAIRWELL W/ SLAB ON GRADE u HEADROOM CLEARANCE TOP OF PLATE TOP OF PLATE TOP OF WINDOW 0 FIN. SECON 0 I 00 0 z .15 TOP OF FIN. GROUND FLO —_ - FIS U/S OF 1617 OPEN STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS © 10" EACH --2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE I TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS !B� STAIR SECTION � iia.. = 19_0.9 5 I AI K VVLLL _ S2 HEADROOM CLEARANCE A\,BUILDING SECTION D VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" 3" VTR OF PARTYWALL i VENT THROUGH ROOF, ANGLE VENT OVER SO AS �. NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR -' 2' CJA LFN1VF% �L VVHI) 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. 127" PLUMBING 00 RISER DIAGRAM N.T.S. PLAN MAY BE MIRROR IMAGE W <C 0 n co W 0 DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 - SHT 0F 6.3A V) W 127" 00 Q Z 3.1 Ww W O =wl Y Q W J U Q O � = 0:� Q O n CL M I F -- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 - SHT 0F 6.3A 2" PVC OFFSET-\ WITH (3) #2/0 \ THHN ALUMINUM 150 AMP - PANEL - 150 MP 2/0 ALU INUM7 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. DA / 10 c ®/ I _. ---- - T_ \ f_ TWH) D\ i W I I I I I I I I I I I I I I m 4Q I� \I 7 0 FIELD LOCATE ELECTRIC PANEL \ F_.-- -- - I I I ELECT IC\ METER IN NICHE \ FIRST FLOOR ELECTRICAL 1/4 95 = 19-099 I �i elo I � 0 I _ �Q 44', lin ir 1_1 WN1111111"I'm 111111 111 "alt\ SO 1/4" = 1'-C 3" MAX. BETWEEN TRIM AND SWITCH C/L-�— [a J I a LOU } TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET 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 FHF ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDLNSER). ELECTRICAL KEY NOTES 1O AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. 4O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F 6O 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 GENERAL ELECTRICAL 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 METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THF BUII DINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF FOUR 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. NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE 10 STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BL 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 IISTED TAMPER RESISTANT [RECEPTACLES 5. ALL 120 --VOLT, SINGLC PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— [AULT CIRCUIT IN]FRRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USL UL. LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALT_ COMPLY WITH THE 2008 EDITION OF THE NEC PLR THE 2010 FIOIZIDA BUILDING CODE, ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE © JUNCTION BOX WALL DETECTOR 0 SMOKE DETL'CTOR 0 TV JACK TV CARBON MONOXIDE/ Z PHONE JACK T_ SMOKE_ DETECTOR F- Lj = SPEAKER PREWIRE SP[a- SINGLE POLL SWITCH C i/) Q EXAUST FAN/ 3- WAY SWITCH3 LIGHT COMBO 4 -WAY SWI1 CH $4 FXAUST FAN W DIMMER SWITCH $d WALL MOUNTED -{�- 0 LIGHT FIXTURE Y DUPLLX OUTLET W CEILING MOUNTED 0 LIGHT FIXTURE =ai QUAD OUTLET RFCLSSED CAN SWITCHED OUTLET m�__ LIGHT FIXTURE 0 W RECESSED VAPORQ U G[ 1 OUTLET cD PROOF FIXTURE GFI OUTLET O FLOURESCFN] ) F— ABOVE COUNTER LIGHT CEILING SINGLE DEDICAIED MOUNTLD cy < 220 V OUTLET DIRECT WIRE e- CLG J BOX DESIGN BRACE & \/ CHECKED JUNCTION BOX CLG 0 PRE -WIRE FOR J ELEC. SERVICE DWG -No.— FUTURE FAN //%i� / � \ JOB No. & LIGH f </ \0 PANEL ✓ A/C DISCONNECT W F -- Q 0 Z _0 Ui W AS NOTED _ I DATE 6.4E i W 0 12 LJ� Z W J Z F- Lj = W LLJ Ld C i/) AS NOTED _ I DATE 6.4E i W 12 Z 0 = Q Z W 3:: W 0 � W 0 =ai Z 0 W U Z cD O ) F— W cy < DESIGN DRAWN CHECKED DWG -No.— JOB No. — SCALE AS NOTED _ I DATE 6.4E i w Q GENERAL NOTES I- _� DESIGN REQUIREMENTS STRUCTURAL NOTES 1 DESIGN LIVE LOADS (MINIMUM): FOUNDATION PLAN A FLOORS - 40 PSF DOWEL PLACEMENT PLAN B BALCONIES - 60 PSF FLOOR FRAMING PLAN C DECKS - 40 PSF ROOF FRAMING PLAN D STAIRS - 40 PSF LINTEL PLAN E ROOFS - 20 PSF FOUNDATION DETAILS WIND DESIGN LOAD INFORMATION - GENERAL DETAILS (PER FBC 2010, REF. ASCE 7-10) GENERAL DETAILS 1. ULTIMATE DESIGN WIND SPEED (VULT) = 140 MPH 2. NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH BUILDING CATEGORY = II - 39.8 3. WIND EXPOSURE (ALL SIDES) = B SLIDING GLASS 4. INTERNAL PRESSURE COEFFICIENTS DETAILS ENCLOSED BUILDINGS = +/- 0.18 - 36.7 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 16'-0" x 1'-0" 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 +11/2" 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. ?0 § 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 CQVER) DL = 20 PSF(TILE 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 EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. 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. IRA a as ID k�TiTj�■� !� 6 -UNIT BUILDINrul BUILDINOU # 16 INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 SLIDING GLASS + 31.6 GENERAL DOORS (S'xr0'-8") - 39.8 - 34.6 SLIDING GLASS + 30.0 DETAILS DOORS (12'x5') - 36.7 - 30.0 DESIGN PRESSURES OPENING TYPE END ZONE MID ZONE ZONE 5 ZONE 4 WINDOWS + 35.3 + 35.3 C cv - 47.2 - 38.2 ENTRY DOORS + 33.7 + 33.7 - 44.0 - 36.7 SLIDING GLASS + 31.6 + 31.6 DOORS (S'xr0'-8") - 39.8 - 34.6 SLIDING GLASS + 30.0 + 30.0 DOORS (12'x5') - 36.7 - 30.0 9'-0" x -'-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 DESIGN PRESSURES BASED ON: REF. STANDARD ASCE 1-10 WIND SPEED (VULT) (3 SEC. GUST) 140 m p.h. EXPOSURE CATEGORY B BUILDING TYPE ENCLO5ED 0 0- U W it L,,,j .� ``V �••s••••�• C�1l.• I••J�•O idV C .. .//J/ o. Z • a �riN C cv zJ Lj :O"Z- •p 113 U UT •c • ` •. • VV����`` '' enO ILLJ J Ld Z t` Z A .OEM � H Z .� � W J �;42 Q Z0 L) tVW E5 a`ozp� c z .. z o xLd ~ V) LAJW a 0 a N 00 W I o �_j :2 r--, 0 z V) Z F- °o v) �: 0 W 0 F- 0 0 cD Q 0 ° ��Q�z Ld~_� F- (_) �0QO� CJm DESIGN DRAWN WMR LA CHECKED CFG DWG.N0' 2113496 JOB No. SCALE AS NOTED DATE - 08/10/12 si SHT 4 t L,,,j .� ``V �••s••••�• C�1l.• I••J�•O idV C .. .//J/ o. Z • a �riN C cv zJ Lj :O"Z- •p 113 U UT •c • ` •. • VV����`` '' enO J 3 LL. Ld Z t` Z A .OEM � H Z .� � W J �;42 Q Z0 L) tVW E5 a`ozp� c z .. z o xLd ~ V) LAJW a 0 a N 00 W I o �_j :2 r--, 0 z V) Z F- °o v) �: 0 W 0 F- 0 0 cD Q 0 ° ��Q�z Ld~_� F- (_) �0QO� CJm DESIGN DRAWN WMR LA CHECKED CFG DWG.N0' 2113496 JOB No. SCALE AS NOTED DATE - 08/10/12 si SHT 4 t 9'-3" 10'-0" l'-9"�_ 8'-111/2" 10'-0" I'-0 I/2" h'-9" 10'-0" 1221-01, 8'-3" �,,2 1/2" 10'-0" 9'-91/2" W-9 10'-0" ►„ o 8'-3" 2 1/2" 21'-0" V" 10'-0" 10'-8" FOUNDATION PLAN 3/16"=1'-0" S1 M50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 'B'-4" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. 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. Z Q Z O o z Q 0 w Z a ~ O L. w N x 0 5 N 00 � I w� 4 O I (n Z (A3 -O � w O J s O~co Y� J Z c) o LLJ _ F- 0 UJ Jo OZ) a- :2 -J m DESIGN WMR CHECKED CFG DWG.No. 211349E JOB No. SCALE z 0 L- o� wz°'�r- ACz�� OE"A� m E-4 In ozo �==0 d� Z�� w oaoc x U)1a z�Wc� DRAWN AS NOTED DATE 08/10/12 S2 w a a SHT Z O ct U V) w a w Z Q Z O o z Q 0 w Z a ~ O L. w N x 0 5 N 00 � I w� 4 O I (n Z (A3 -O � w O J s O~co Y� J Z c) o LLJ _ F- 0 UJ Jo OZ) a- :2 -J m DESIGN WMR CHECKED CFG DWG.No. 211349E JOB No. SCALE z 0 L- o� wz°'�r- ACz�� OE"A� m E-4 In ozo �==0 d� Z�� w oaoc x U)1a z�Wc� DRAWN LA AS NOTED DATE 08/10/12 S2 SHT LA 2'2.-2.. -2" 6'-10" 2'-0" 6'-8" 3'-4" 2'-0" 6'-8" 2'-0" 6'-B" 2'-S" 3'-5" 6,'.Aii 1'_G.', G'_10f° 1'--p p -c,," i nu a nn1. .11 71 e." n ins" n" a' —11 L. all n' nu DOWEL—PLACEMENT PLAN 3/16"=1'-0" N 0 cn �l SYM13OLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTC. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 9'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. 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. W F- z 0 F— rZ rz U V) W C) I O } i O vii _W •; a �V w :Q"< Z • a Z LU r 1L� //fill �11 11100 0 a a Q z In CQ wZ� � � � A wz oEM Z pa F z w F ' Ci W Fil zog oto W HaHZ pEW"' W a. Udo zo 0 Om J �oENE a F— z PQC� � w = 0 O C MN w � W I O u rjO a zo no O_ Y� � J Z Q o Wim= oa�J �CL :2°m DESIGN DRAWN WMR gyp, CHECKED CFG 551 - DWG.No. 2113496 JOB No. SCALE AS NOTED -- DATE 08/10/12 S3 SHT 0 0 0 0 ■ ■ ■ � cp cA t0 to ■ too ■ ■ ■ ■ ■ ■ co ■ m c j in j n 12 ■ ■ Ln _ ■ n r SO 10 I/4" 1'-6" I'-10" 6'-b" 16'-8"1 4'-4" I'-8" 8'-8" 1'-8" 5'-4" 1 ' 4'-4" 16'-8" 1 -01 DOWEL—PLACEMENT PLAN 3/16"=1'-0" N 0 cn �l SYM13OLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTC. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 9'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. 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. W F- z 0 F— rZ rz U V) W C) I O } i O vii _W •; a �V w :Q"< Z • a Z LU r 1L� //fill �11 11100 0 a a Q z In CQ wZ� � � � A wz oEM Z pa F z w F ' Ci W Fil zog oto W HaHZ pEW"' W a. Udo zo 0 Om J �oENE a F— z PQC� � w = 0 O C MN w � W I O u rjO a zo no O_ Y� � J Z Q o Wim= oa�J �CL :2°m DESIGN DRAWN WMR gyp, CHECKED CFG 551 - DWG.No. 2113496 JOB No. SCALE AS NOTED -- DATE 08/10/12 S3 SHT B E B E E 1st FLOOR FRAbIING PLAN CONNECTOR LEGEND F1 (1) META16 FLOOR TRUSS TO CMU 1m HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK 2x4 SYP #2 SOLID IN FLOOR BETWEEN COLUMN AND CMU UP STUD COLUMN HTS16 11 HTT4 w/ 5/8 ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK SYP #2 BUILT SOLID IN FLOOR BETWEEN COLUMNS F3 LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 41 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY 2x4 EPDXY MIN. 5" EMBED #2 BUILT UP STUD COLUMN (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING (10) 16d END NAIL KING 2x8 SYP w/ 5/8" ALL THREAD _ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW a I HUC410 BEAM TO B/U COLUMN I 15 I HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED ILTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I ib I MSTC40 COLUMN ABOVE TO COLUMN BELOW 8❑ IHU210-2 I I'1 I SUL26, TRUSS TO LEDGER F9 I (2) HTS16 TRUSS TO COLUMN OR TO HEADER IFl-al I SUR26, TRUSS TO LEDGER 3/16"=1'-0" 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 INDICATES BEARING FRAME WALL 2x's 016" O.C. FLOORING 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. HEADER SCHEDULE COLUMN SCHEDULE O(2) F JACK STUDS 2x4 SYP #2 BUILT UP STUD COLUMN O(3) S4 2x4 SYP #2 BUILT UP STUD COLUMN CO 4x4 PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) (10) 16d END NAIL KING 2x8 SYP #2 BUILT UP STUD COLUMN O(3) (2) 2x12's w/ 2x6 SYP #2 BUILT UP STUD COLUMN FLOORING 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. HEADER SCHEDULE °' 2113496 JOB No. F JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER S4 U.N.O. (2) 2X6's w/ (6) 16d END NAIL KING 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 KING H2X12 1/2 SPACER STUD TO HDR OAIL ND 2 TRUSS PER PL CONNE( PER PL (2) 2X 1 /2" F 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)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 O' BEAM DETAIL 3/411311-011 /4"=1'-0" (2) MSTAM36 BENT 90 DEG, ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL ` 1%1111111/l//// % * Y. � J Z cy qq* • W C?' :0 W a D Z O U (n W M W cy- F 7- 0 V 7 � L a x a °" 0 LdH W �N a a N 00 � W � v 7- 3: 3: 0 W O U QRZ a CL _j _jm DESIGN WMR A CHECKED v..3 CFG DWG N z 0 r0 wz�o� A�zEcn O "w I �► 4 a " .� zo� um tS Z.-. ca � oaw o O z�wc� O U Cq DRAWN SHT LA °' 2113496 JOB No. SCALE AS NOTED DATE 08/10/12 S4 SHT LA 2nd FLOOR FRAMING PLAI CONNECTOR LEGEND ❑1 (1) META16 FLOOR TRUSS TO CMU 1m HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN O(3) HTT4 w 578" ATR, TO INVERTED HTT16, 2nd FLOOR ❑- HTS1 6 11 COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK H2X6 1/2" SPACER STUD TO HDR 0 EA. END SOLID IN FLOOR BETWEEN COLUMNS ❑3 LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 H2X8 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING STUD TO HDR 0 EA. END 2 ❑4 w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X10 EPDXY MIN. 5" EMBED STUD TO HDR 0 EA. END 2 O (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING (10) 16d END NAIL KING SYP a w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW DRILL & EPDXY w SIMPSON SET EPDXY HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED Fil LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW HU210-2 SUL26, TRUSS TO LEDGER F9 (2) HTS16 TRUSS TO COLUMN OR TO HEADER 1g SUR26, TRUSS TO LEDGER 3/16"=1'-0" HEADER SCHEDULE COLUMN SCHEDULE OA # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN O(3) U.N.O. SYP (2) 2X6's w/ (6) 16d END NAIL KING UP STUD COLUMN H2X6 1/2" SPACER STUD TO HDR 0 EA. END 1 #2 (2) 2X8's w/ (8) 16d END NAIL KING H2X8 1/2" SPACER STUD TO HDR 0 EA. END 2 UP STUD COLUMN (2) 2X10's w/ (10) 16d END NAIL KING 2x8 H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 O (2) 2x12's w/ (10) 16d END NAIL KING SYP HZX12 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 INDICATES BEARING FRAME WALL 2x's 016" O.C. (2) 2X8 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (4) 10d ® 2 NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS 0 6' O.C. PER ROW, STAGGERED 3" 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 MTSM 16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1 680 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 1 * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUC0410-SDS OBEAM CONNECTION MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN 3/4" =1'-mll W Q Z 0 CL fY U (n W 0 Ld IMA c N N 00 W I 0 _ V) Z~ w�0 Ld 0 0~� = W >-QC� �.�JZ W 1--=0 �a0:D J m DESIGN ri WMR CHECKED CFG DWG.No. JOB No. SCALE DATE SHT Z t` O � wz°'�� ACzEn In O �z -w I 0 04 ZoF'Av' m E. M Z . �.404 z OO44 Ott z O cv 0o UNC 2113496 AS NOTED 08/10/12 S5 LA COLUMN SCHEDULE OA (2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O (3) 1 2x6 SYP #2 BUILT UP STUD COLUMN 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 MTSM 16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1 680 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 1 * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUC0410-SDS OBEAM CONNECTION MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN 3/4" =1'-mll W Q Z 0 CL fY U (n W 0 Ld IMA c N N 00 W I 0 _ V) Z~ w�0 Ld 0 0~� = W >-QC� �.�JZ W 1--=0 �a0:D J m DESIGN ri WMR CHECKED CFG DWG.No. JOB No. SCALE DATE SHT Z t` O � wz°'�� ACzEn In O �z -w I 0 04 ZoF'Av' m E. M Z . �.404 z OO44 Ott z O cv 0o UNC 2113496 AS NOTED 08/10/12 S5 LA L3F16 L3FI6 RbF14 QED TYPE DESIGNATION F = FILLED W/ GROUT U = UNFILLED LX FX_ LINTEL MARK 1 NOMINAL HEIGHT �J • — • 7-5/8"ACTUAL 8" NOMINAL WIDTH FILLED R6F14 R6FI4 R3FI4 831=14 R7F14 L2F28 L6F12 L2F32 GEDL?F38 L4 L4 L8F12 L2F24 21F36 L11F36 La0F36 La0F36 L20F36 L20F36 OF #5 REBAR AT TOP MIN. (1) REQ'D -11-1/2" CLEAR D� C.M.U. J \ Z GROUT o #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) #5 REBAR AT TOP MIN. (1) REQ'D °1-1 /2" CLEAR C. C. GROUT • — • 7-5/8"ACTUAL 8" NOMINAL WIDTH UN -FILLED BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) PRECAST LINTEL LOAD TABLE (COMPOSITE W/(1)#5 TOP & BOTTOM) LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. 31-101, L5 -..._ . 4'-0" MARK MAX. CLR. OPENING L1 2'-2" - L2 2'-10" L3 3'-4 L4 31-101, L5 -..._ . 4'-0" L6 L7 -- - 4'-8" 5'-2., L8 5'-10" L9 6'-10" L10 7'-8" L1 1 L12 8'-8" 9'-10" L13 L14 3'-0" 11'-4" -11'-10" _ L1_5 L16 12'-8" L17 13'-4" L1814'-0" L19 10000 14'-8" L20 16'-8" L21 L22 18'-8" 19'-4" L23 L24 20'-8" 21'-4" L25 23'-4" STANDARD LINTELS RECESSED LINTELS -FILLED — 8" UNFILLED w 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 1783 a 3069 6113 8974 10000 R2 3'-4" 1425 5206 1343 0 2693 6113 8974 10000 R3 3'- 6 " 1320 5206 1217 2165 6113 8672 7342 10000 10000 R4 R5 3'-8" 4'-0" 1230 1081 5206 4567 1006 860 1663 5365 1651 5365 7342 10000 R6 5'- 0 846 3810 710 1423 4360 6036 8328 R7 6'-0" 693 2738 570 488 416 1232 3480 8360 8825 R8 7'-0" 8'-0" 526 1568 991 2661 752 1843 5681 6472 R9 6390 R10 415 1436 3486 9-10" 415 1436 354 726 1843 3486 6205 4754 4006 3552 2883 2883 2630 2662 2439 1997 1676 1468 1441 1376 1147 U 315 618 1533 2781 2423 292 567 1366 277 525 1254 2193 1838 255 471 1075 239 458 1075 430 1002 1838 1697 0 0 418 1234 1779 0 379 1160 288 950 1660 1379 0 224 750 1177 0 180 598 1114 0 177 598 164 550 1024 0 981 0 129 1450 824 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) LIVTEL 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. —Precast Lintel L3F16 w a 0 Z 0 U w W W O C UJ LL Lu a of a U. L5 °s00°` 40000 Y�1111 Ilil�` 3 u- j� z t` O Z wz��� Q A~oWM t` � �wzE- E4 zUP co zo�j Om E-4 F4 ��CZ10­4 o W x 0 17) E-4�y Z OInH W� JJ �a� z x v� IE a Ow ­4 FA O v � W 2 MN W V UJI � O 0� � 7- V) V) 0 W 0 0~co = LLJ Y 0 B F-- J Z W F -=D 0 CL �Jm DESIGN DRAWN WMR LA CHECKED CFG DWG.No. - 2113496 2 JOB No. SCALE AS NOTED DATE 08/10/12 S6 SHT LTJ Q 3/4" RECESS 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK l'S SIDE PER SPECS GLASS DR. BARRIER W/ R-3 IN5UL. 1/2" G.W.B. OVER VAPOR S" CMU BLOCK OF 2xING Ir " O.C. BETWEEN 3/4" P.T. VERTICAL II FURRING= 6 24" O.C.•I BARRIER w/ R-3 INSUL. BETWEEN 3/4" P.T. VERTICAL I� SP-4 (2x4) / SP-0 (2x(o) /S -a ( LOPE (l) "5 FROM FTG. TO TIE BEAM SPLICE TO FURRING is 24" O.G. I (1) "5 FROM FTG. TO 1/211 x 71" WEDGE ANCHORS 6 FROM SCUD TOP 8 BOTTOM ° a ° d ° 3-1/2" GONG. SLAB II BE MIN. 30 GROUT w/ FIBERMESH REINF. CELL SOLID I I I I 3 1/2 GONG. SLAB I TIE BEAM SPLICE t0 I BE MIN. 30" GROUT EA. END OF WALL AND 32 O.G. PT. BOT. PLT. ° ° a SILL F MED ON SITE OVER 6 MIL, I VAPOR BARRIER SHWR. I I INTERIOR w/ FfBERMESI-4 REINF.\k OVER 6 MIL CELL SOLID ° d r ° �° d °� XP JOINT I I VAPOR BARRIER I ° ° ` ° ° - , Z — — — — _ —"� la I I ° III—III—III—I I • a'�.III—III—III i I I 4 1/2" CASING - III d d d I d GRADE =III I — — — _ d ° < ° ° --- = I I- -- I�I I 1=III- _ I u`Di m _ . — — — III= i=_ ' ° , a dl ' • GRADE III—I I (— 1— 1-1 1-1 _ I—III •III—III—) � —I I ' I=1—_ I I I=I I I=I I I I I I--I I (2) "5'S CONT. ALUMINUM THRESHOLD 3-1/2" GONG. SLAB SLOPE — U ---III = I d � d I I—III = L= 0 ' I III I`—III— ' : ° 4 ." � —I -1 i - • y I I hz rL -1 I — W/ 3" MIN. CLEAR I1 = I , ,III=III I I— (2500 P.S.L) W/ SILL FORMED ON SITE (ox(o 10/10 W.W.M. (/) Lv � _I ° • • . I I I 811 811 _ _I III III--III It A/C CHASE _I =_= _ PVC SLEEVE t0—III _ • ; .' I I �_I e WHERE 2ND STORY OCCURS AND ro MIL. VAPOR 3/4" RECESS BARRIER MONOLITHIC FOUNDATION' I I III ILS-ISI-III III _ i�I III ISI- I m I I =-I I I� III-III BE TWICE THE III ° Ii—II FRG SHALL BE 1 -8 WIDE " a d -III —III W/ (2) "5 DIA. RODS CONT. I j 1I I I — CLEAN ON CHAIRS 1 -4 COMPACTED FILL _ ;III-I III —1I I - DIAMETER OF —I I — PROTECTED PIPE �—III=i ' W/ (3)"5 BARS ° ° _Q d ° ° 6 955. STANDARD I (—III—III UPLIFT CONNECTORS SUCH AS 5P's, His, AND ANCHOR ARE d° 1 BOLTS NOT PER FGV ° a d WHERE 2ND STORY OCCURS DENSITY (1) "5 CONT. 1 -011 (oII -4 REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORCES. 5HEARWALL6 SPECS FTG SHALL BE 1'-8" WIDE W/ 3" MIN. CLEAR REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. a Lu/ (3) 05 BARS XP JOINT FOOTING SECTION 1 W1 5LOCA NTS SHWR FTC ODETAIL NTsC—A5E 3 DETAIL NTS � INT. 5RG WALL FTC. NTSi�Ol��'EI� A EXTERIOR D OO R � SI�.LS NTS � 117141 •• LL •i ?I� i er w ?u� O Q •i i 0 Z 0 D i% N Q Z �_ W • W Ci i �-• ;0 V CD5 J O 1/2" GYP. A. 51 OF BD E DE FILLED CELL 1 Y 3 LL. 2x'S e 16 O.C. 1/2" J-BOLTS roll FROM NON -LOAD BRG. WALL EA. END OF WALL AND SPACE 632" O.C. GARAGE 4" n9 3 1/2" LONG. SLAB (roll MIN. EMBED) NO 2 1/411 - cv n 8" CMU BLOCK � i i WEDGE ANCHORS 5P-4 (2x4) / SP-(o (2x6) u1 ALLOWED TOP VIEW 6 CORNER 'll J Z ----------- .-�—; GRADE �/ I I /SP-8 (2x8) ([k Q } PT BOT. PLR. EACH STUD TOP 4 BOTTOM II (1) "S FROM FTG. TO 3 1/2" GONG. SLAB TIE BEAM SPLICE TO w [� ..., O UO _—_ ! ' c IIII I' Q I I } r \ GARAGE WALL w! FIBERMESH REINF. - BE MIN. 25" GROUT I CELL SOLID OVER (o MIL. Q} �' �••+ "'' W z �-" III- III III--III=�� - I=I 1= I =III= I=� I I �� yi---a------ , - -------�---°—I�-"Q I. VAPOR BARRIER W A C W c zco e--- 8 a .: •.z „ 8 x 8 THICKENED _ ._._ ° CONT, 3 1/2" GONG. SLAB 411 m _ •°!• " I I I GRADE Z 0 0.i .•-� V Z 0 P Q V co SLAB w/ (U "5 CONT. (2) "5 S CONT. W/ 3 MIN. CLEAR 11 1111——_ 0 � = ,..., W/ 3" MIN. CLEAR 811 Q I I V - — � �,\ b , a I= I _ — �N �y 0 1"x'•4 V' _—_—_—_—_ =I 11EI II=I I I=i I I= ` a III= I I III= I ' ' = �•••— V1 �� UPLIFT CONNECTORS SUCH AS SP's, His, AND ANCHOR 5OLT5 ARE NOT I—III—III=III=III==== _{I =SII (--I I I I—I II—III—III—I I I • -' y --I I =I a Q 0 d W REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALL6 REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. —) 8" x 8" THICKENED -III= I Ii I I=III=III=III=I "5 — = __= I — — (, w z O 0 EDGE W/ (1) I=I I I= GONR. MONOLITHIC FOUNDATIO I —III—III ad' W 0 . x a i I =III=III—I I =III—I I W/ (2) "5 DIA. RODS-"'- CLEAN a, CONT. ON CHAIRS 1'-4° COMPACTED FILL F_ [y fa. E4 Cq E Z O W 0 95% STANDARD U cit DENSITY D 0 WHERE 2ND STORY OCCURS W Lj_ FRG L BE SHALL 1'-811 WIDE W TSI I C<ENE D EDGE � 0FF5ET FOOTING0FF5ET s FOOTING �-IIC�G N g TQ E D EDGE w/ (3) Oro BARS � GARAGE AGE CURS N NTS NON5E A '� I NG NTS _ � 5E AR I NG 3/�„—1 —��� 6GARAGE DOOR NT5 10 DETAIL NTS N 00 WI :2 LJ0o 1/2" G.W.B. OVER 1/2” G W B OVER VAPOR 811 CMU BLOCK BARRIER W/ R-3 INSUL.P.T. BEYOND A 1/2" G.W.B. OVER Z N O 1 1/2" P.T. VERTICAL II 8" CMU BLOC11 K BURRING 3/4 VERTICAL FURRING 's24 O.G. " I 8" CMU BLOCK 1 1/2 P.T. VURTIGAL I LAJ D J FURRING 24" O.C. FURRING 's 24" D.G. JL II (1) "5 FROM FTG. TO EXTERIOR DOOR I (1) 05 FROM FTG. TO S O II TIE BEAM SPLICE TO (3) "5'5 CONT. BE MIN. 30" GROUT 3-1/2" GONG, SLAB w/ FIBERMESH REINF. "5 5 CONT. II TIE BEAM SPLICE TO BE MIN. GROUT = W Y W/ 3" MIN. CLEAR II DELL SOLID OVER (o MIL. MTL. THRESHOLD SET IN SUALNNR W1 W/ 3 MIN. CLEAR LI � II CELL SOLID � Q 0 6 VAPOR BARRI � I � J Z --------=-y-- -�--T- - ;--,-°--- � T -----= I' — —°— — — - � 10 1/2" } � — V Q a _ cv - _ III 111...111- 4.--��, A d . • _ Ii—iiI ;' -- E d . d 1=1 I GRAD - a ° r° _� °. ---^----=—=—�-- —-- ------—°----�---- �t � I' � � _ .J U a I I i_� III 1 I d d . .• „ ! I- :III -I I i I I I i I I d, i_ 1—III:.. I I__.�....I I L___ _— —_ —_ -1 i—III ° • I=1 I I- _ — 4 • ' �, • a • _ ',I ISI I=1 E Q Q : _ ° ° _III=1 -I•�=i=III d J m i III - I i III III=1=� LL I =III I ISI I -III I I I— I' �- III III—III= CLEAN — — — — COMPACTED FILL II I I -_ _i l-III=1 I I �, 95% STANDARD —III=III=1 ° . II II I II II I �= _ — -_— 4 — '11=1 11=1 1=1 I I I I I II— — � 52 DESIGN WEAR DRAWN LA CHECKED CFG 8" 2'-0" 8" MONOLITHIC FOUNDATIONI' I I III=III=) I I DENSITY I I= I =1 I=III-I i —i I I I I �I I=J I =1-I R/ (2) 05 DIA. RODS CONT. —III—III- --- � ON CHAIRS S" 2'-0" 8" DWG.No. 21 13496 _ . JOB No. WHERE 2ND STORY OCCUR SCALE FTG SHALL BE 1'-811 WIDE AS NOTED W/(3)'S BARS DATE 08/10/12 PARTY WALL 11 �� _ ,_ FOOTING 12 ENTRY DOOR DETAIL NTS C�,4�� AGE CURS 13 AT PARTYWA 3/�.�� _ �,_��� NOT SU6ED NOT � 1� U5 �' SHT 1/2" GYP. BOARD I/2" GYP. BOARD O.S.B. SHEATHING x/16" W x/16" 0.5.8. SHEATHING 2x4 STUDS g 16" O.C. F- DECKING PER 2x4 STUDS s 16" O.C. DECKING PER < D FLOOR NAILING 2x4 BOTTOM PLATE FLOOR NAILING 2x4 BOTTOM PLATE _ _ SCHEDULE SCHEDULE ATTACH RIBBON TRUSS (5T' TRU55 (BY - TRUSS PER PLAN BOARD TO TRUSS w/ (3) 106 NAILS OTHERS) OTHERS) 1/2" ANCHOR BOLT w/ ATTACH SHEATHING TO WASHER 6 32" O.C., •3�� „ RIBBON BOARD WITH DRILLED AND EPDXY w/ OL 8d NAILS s 3" O.C. E 10 SIMPSON SET EPDXY, OR EQUIV., MIN. 4" EMBED ATTACH SHEATHING TO FLOOR TRUSSES WITH a Sd NAILS 3" O.C. WALL (2) 8d NAILS EVERY 3" O.C.ZD a SHEATHING TO BOTTOM <I PLATE — ° O.S.B. TO OVERLAP BOT. PLATE 1 1/4" I/2" GYP. BOARD META16 PER PLAN HGAIOKT 48" O.C., HGAIOKT 1w 48" O.G., n ry (MIN.) 8" CMU WALL G : ° TRUSS TO TOP PLATE TRUSS TO TOP PLATE U (17 PT lx NAILER LLJ AS REQ'D. 8" CMU WALL NOTE: REFER TO TRUSS MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECTION 2 STORY CONNECTION DOUBLE TOP DOUBLE TOP 1 2 PLATE, U.N.O. PLATE, U.N.O. a� PARALLEL WALL 1 1/2'=1'-��� Q ����. WALL1 1/2•' 6P4 19 EACH STUD SP4 m EACH STUD i/16 OSB, NAIL TO BRG WALL PER PLAN, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. � yy W 2X4's s 16" O.C. i; DOUBLE BOTTOM PLATE FIRE RATED WALL FIRE RATED WALL W � SYSTEM, SEE Y E .-4 ```%%J'1111111ll�/ ♦ i `♦♦ r 1 * UPSIDE DOUJN 1-110 COR H10-2 FOR ARCHITECTURAL PAGES FOR TU ARCHITECTURAL PAGES FOR ���i'��"��•.�yl� ��� N �'•'� 2-PL1') BOTTOM PLATE TO EACH MID-POINT DESCRIPTION MID-POINT DESCRIPTION •'� sw 6.'� C:) TRUSS. SLIT FLOOR DECKING TO BLOCKING BLOCKING, z o z �� J ! N z ACCOMODATE STRAP BETWEEN STUDS BETWEEN STUDS = W �( �; Q - u-j, 014 c% �vtGJ ; cm o ''���� 111 1111��♦�♦♦ 0 2x STUDS 16" O.G. PER PLAN a �. 9 -4 AFF 2x STUDS lro'' BRG. HGT. O.G. PER PLAN SP4 6 EACH STUD TRU55 PER PLAN WALL TO FLOOR Ti�1�55 �1 OR 2 PLIES) FLOOR Q U"�� 3 CO1�NECTION DETAIL 1".1'-m" DECKING PER PLAN � � W Z ° w A o�� _ -- 5P4 15 EACHW FLOOR SYSTEM v� Z 2X NAILER W/ (2) STUD 0 E" Z : �l G`' I GYP. BOARD 7/16 O.S.B. SHEATHING PER PLAN p fx C'3 2 lOd NAILS 16 O.G. Z UO d q rj m 2x4 STUDS 16" O.C. 16" O.G. ROOF SHEATHING 6 HIGH NEE D 1-+ m N W E-� DECKING PER FASTEN PER PLAN ITYP) WALL, STUD a d a Z 1-4 FLOOR NAILING x4 BOTTOM PLATE SPACING g 16" O SCHEDULE X1/2" GYP, BOARD O.C. IST FLOOR BRCS WGT o ZO��EW" W O (2) 10d TAILS W Z ��w�p p x 6 O.C. USS R IMFER TO PLANS o p" TOP CHORD TO 2X4 EXT. SHEATHING CONT. ~ Q E- w E E- 2x4, CONTINUOUS FLOOR DECK FROM TOP PLT. TO BOT. OF GIRDER, FASTEN 77— ~ Z O Cq CQ O U PER PLAN 1/2" DIA ALL tHREAD I ROD a 48" O.C., 5" I 1/2" DIA ALL THREAD ROD 48" O.C., 5" EMBED, r~^ v , EMBED, DRILL 4 EPDXY 4 W I DRILL EPDXY w/ I LIJ META16 6 EACH 8d NAILS -w 3" O.C. w/ SIMPSON SET EPDXY SIMPSON SET EPDXY OR �� m TRU55 VERTICAL r WALL SHEATHING TO GIRDER PER PLAN x OR EQUIVALENT I I EQUIVALENT rain N TRUSS BOTTOM rte, 0 CHORD 2x4 PT FURRING I 2x4 PT FURRING x aAs 2X NAILER W/ (2) 124" O.G. I 2 4 O.C. GYP. BOARD 10d NAILS 6 16 O.G. — a< I I PT lx NAILER TRUSS AS REQ'D. I I N 00 2 STORY CONNECTION WALL TO GIRDER � W � PARALLEL WALL 1 1/2'=1'-,a" CONNECTION DETAIL 1 1/2"=1'-0" I 8" CMU WALL I 8" CMU WALL cnar � V Q W O J I (1) "5 FROM FTG. TO (l) 05 FROM FTG. TO D TIE BEAM SPLICE TIE BEAM SPLICE = II TO BE MIN. 30'' II TO BE MIN. 30" Y GROUT CELL SOLID I GROUT CELL SOLID o I/2" GYP. BOARD Q DECKING PER I I J z OA 1/16" OSB OR SGOHDULILING I I Q W = J I/2" PLYWOOD _,� I I II � O Q U 5 D -- Y a Q a 4 J m HU26 TRUSS TO LEDGER = —_ a I o — I v °. i I=1 1-1 a — _ - --I I a 14 °° I.1—� DESIGN DRAWN LVL OR GIRDER -III =III=1 .� — a a 4 =1 =� a . 4 _ �d o _— WMR LA PER PLAN DOUBLE 2X8 LEDGER. ATTACH =1 I—III—I ° _III=_ =1 I=1 I = 1=_ III---I I 1=1 I- CHECKED CFG 1st PLY TO FLOOR TRU55 w/ (4) CMU WALL _ _ � I_1 1 I—� I I=1 =III—III—III=1 I E— I I=1 = � 11;=III _ � � �=1 � �� I (=III—I � 1 I� DWG.N0' 10d NAILS IN EACH VERTICAL. PER PLAN I—� � 21 13496 Sd NAILS 3" O.C. ATTACH 2nd PLY TO Ist PLY WITH l2) ROWS OF 10d NAILS 6" O.G. - L i III—III=III=1 I =1 =1 III= — = —I � �.. 1-1 I i i I i I =1 (--III=1 I=1 1—III—� 1—III—� I I� � �—III—� ' 1`I = � _ JOB No. _ ` PER ROW STAGGERED 3" -1 = — _ — , , , =_- SCALE AS NOTED DATE 08/10/12 NOTE: REFER TO J015T MAN. SPECS FOR BLOCKING REQ. 2 5TORY CONNECTION , TRU55 TO LEDGER s 2 STORY FART`1 WALL SECTION a STAIRS 2 STORY FARTYWALL SECTION � SD2 AT PARALLEL WALL NTS CONNECTION SHT FASTEN PT 2X NAIIDER TO MA50NRY W/ 3/16"X4" TAPCONS 6" FROM ENDS AN 16" O.G. MAX. Ld FASTENING REQ. APPLY TO WINDOW5 W/O ARCHES 45 WELL 2x6 STUDS m 16" O C Q PROVIDE 114" PLY ON BOT. OF BLOGKS- BUCK SPECIFIED BY LINTEL S OPENING NOTE: REFER t0 JOIST MAN. SPECS FOR BLOCKING REQ. WINDOW/DOOR REFER TO ELEV. ARCH WINDOW MANUFACTURER FOR OVERHANG � NTS 2 ���. CORNER VERT. NTS 3 TI ,��"� T i/ 1111111-011 MARBLE SILL w 2 STOfi��' CONNECTION l=I'-m'� ���41`1INCx L��T�4IL ���� REINFORCING � 5E � � , � 1X2 P.T. FURRING � 11 ALT. UJ/ FIRE RATED PANEL WINDOW q a 2'-0" O.C.PER FLOOR PLAN A PRECAST GONG. 1/16" O.S.B. �n SILL TYP. 6 ALL 1/2" GYP. BOARD SHEATHING WINDOWS i 2x4 STUDS is A > DECKING PER 16" O.G. v LL.I NOTES: FLOOR NAILING ry I. WINDOW AND DOOR ASSEMBLIES TO CONFORM 1' 5 BAR CONT. R3 INSUL. BETWEEN SCHEDULE 22x450 � TTOM �-t•, 70 FBC 2001 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) ,_ TIE -BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ - _ - _ _ _ - _ _ _ ATTACH �1ii1100 �����// W d 1X4 P.T. NAILER VERT REINF. BEYOND INTERIOR FACE OF WINDOW, FASTEN II SHEATHING �� *'� //� �• BUCK TO MASONRY W/ (I) ROW OF 3/16"X4" TAPCONS TO RIBBON �� �G •••••'•. •"/ �i� = cq RECE55E 6" FROM ENDS AND 16" O.G. MAX. WOOD BASE �I SXSX16 CONG BLOCK BOARD WITH �.•:IJI ••C LL. •.��if� PRECAST TAPCON8 TO BE 1 1/2" MIN. FROM EDGE OF BUCK i • �y C' — O W Z O HEADER 3 1/2 LONG. SLAB Sd NAILS � o. . w n• p bOs � : Z _ 3. BUCKS LESS THAN 2X TO BE FASTENED PER PLAN �I 3" O.G. Z N W ''• - Q W/GUT NAILS OR EQUIVALENT, STRUCTURAL _-_ -_ MAIN FLOOR ui qw*H :a = .r -a • •a': • :O� C� CONNECTION OF WINDOW t0 STRUCTURE _ I ELEV 0'-0" ATTACH '� a v•� m J BY OTHERS IN THIS CASE. - - - - - - I SHEATHING 6 ' Z �'•5�$1 Cx Q 40 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I I =III I° .� TO FLOOR �, �j/ ADDED TO EXISTING 2X BUCKED OPENING, USE I ° _ - - TRUSSES c //� «k ��� J w i I=1 I I_ I I I I—I I Ed I I—� PLAN FOR FTG. WITH (2) (3)ROWS OF 10dX3" NAILS STAGGEREDw12" O.C. --� , aJ REFER FOUNDATION SEA. SUCCESSIVE BUCK _ Sd NAILS o III -III I=I INFORMATION EVERY 3" a 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED _I I I` I _� I—i POURED CELL W/1 "5 BAR _ _ _ 1/2" CWP. ME7A16 PER PLAN O.C. FOR THE SAME OPENING IF WINDOW MANUFACTURER I —I I I I—I I I—I nt BUCK SPECIFIED BY AND PLAN REQUIREMENTSCFASTENING) ARE MET. FOOTING. BEAM TO I I I=I I I�_-_= =111 III- BOARD WINDOW/DOOR I i I—iii—III—III=al`I " MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I= (=III=III— PT lx TO 2X BUCK W/ (2) ROWS OF 8d NAILS a16" O.G. FASTEN _ WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. NAILER AS U) Z REQ'D. E � � � 8" CMU WALL 6 STEF DOWN TIE �3EA I NTS 4 TYPICAL 5LOC< WALL SECTION NTS 2 STORY CONNECTION � Q w z � cq 5 DOOfiZ3UCfG DTL, NTS 12 A ~ . • m AT CANTILEVER I��=�'-m" � W wz r �' 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS a EA. (1Y5 IN TIE BEAM = CENTER BUCK END. BLOCK ADJACENT BAYS a EA. REFER TO Z O H Avi DIAGONAL A5 SHOWN. FASTEN ROOF �- PLANS FOR 0ml W ,� - - - - - w SHEATHING TO BLOCKS Lu/8(dNAILS 1'-4" MAX. EXACT SIZE OF F a 6 a � �� z � � o.c. O -H- � A o o a (1)"5 BAR IN PRECAST LINTEL 0 � d � W E z 0 3/8" DIA. ANCHOR CONT. 2x4 w z o (2)'5'5 VERTICAL c LLJ Z O • 0 ►� IN GROUT FILLED2X4'5 ,0 24" w O.C. a Q E; 0 E a I CELL 2 X 4 P.T. TOP BUCK SIMPSON HGA- 10 O z W w a _ d (1✓ (1)5 VERTICAL IN GABLE END 48" O.G. O U Q (5) 16 d NAILS FASTEN IPER PLAN. TO BEDGONTQ, ITTHE LaJ GROUT FILLED CELL a (AB REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO TRANSITION FROM SIDE OF OPENING W BLOCKING SPLICE AS REQ'D. TOP PLT. TO GABLE g II TRU65 N PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT SIMPSON HGA-10 ENTIRE COLUMN 70 PROVIDE 2x4 BRACE t0 c BE GROUT FILLED AT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. DOOR. PROVIDE 1-1/2" X 3116" THICK TO DIAGONAL w/(2) 1(od 01_011 WASHER W/ EACH ANCHOR. NAILS. DBL. 2x4 TOP PLT. — (Ist BOLT TO BE 8" MAX. ABY. CURB, REST 055 NOT REQUIRED FIN. FL. EQUALLY SPACED APPROXIMATELY 24" D.G.) TO BE CONT. a THE TRANSITION FROM FASTEN SIDE WALL GABLE BRACING 6 48" BEAM TO GABLE SHEATHING PER NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED O.C. MAX. 45` FROM TRU55 PLAN. HORIZONTAL (+/- 10•) SIMP50N H-10 m GARAGEE CURB l8" MAX.) AND SIZED PER NOTES ARATART AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP I GARAGE FROM EAVES.a--- PLT. � W r,, VERT. REINFORCING1/21121 $fBUC< DETAIL . NTS SIMPSON H-10 EXTEND SHEATHING NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING- 13 NOT USED :2 r-4'. � TO BOTTOM OF FRAME WALL I � O DIAGONALTO BEAM NAIL w/ 8dw��� CONNCT ION = V BEAM NAILS m 3" O.G. �, Z 10 «=•NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING -s- � (%) � O �41�1 CONNECTION w o —TIE - BEAMPRECAST-- PRE-ENGINEERED WD TRUSS, 24" O.C. 5/8" TYPE X GYP. BD.W/ T. SP6's TOP d BOTT. ON EVERY OTHER STUD MII _ _ ' _ • EA 51DE PER PLAN _ _ mm (2) PT 2X6 "2 (OR BETTER) PRECAST BILL Q - MIN11111101 III MIME O~(. MIN 11"A INIM DECKING PER 2x6 DBL. BOTTOM PLATE = _ z _ -sEA. BRACE ■1-I ,_■ R-30 INSULATION FLOOR NAILING MIN 3i4" OLD TO PLT. mm � i' ■1m1 0 MIME PT 2X8 PLT., d m EM O�� \�` HURRICANE ANCHOR AT EACH TRU55 SCHEDULE CANT. FOR = � 1/2" J -BOLTS w/ U Q — BUCK SPECIFIED BY LINTEL S OPENING NOTE: REFER t0 JOIST MAN. SPECS FOR BLOCKING REQ. WINDOW/DOOR REFER TO ELEV. ARCH WINDOW MANUFACTURER FOR OVERHANG � NTS 2 ���. CORNER VERT. NTS 3 TI ,��"� T i/ 1111111-011 MARBLE SILL w 2 STOfi��' CONNECTION l=I'-m'� ���41`1INCx L��T�4IL ���� REINFORCING � 5E � � , � 1X2 P.T. FURRING � 11 ALT. UJ/ FIRE RATED PANEL WINDOW q a 2'-0" O.C.PER FLOOR PLAN A PRECAST GONG. 1/16" O.S.B. �n SILL TYP. 6 ALL 1/2" GYP. BOARD SHEATHING WINDOWS i 2x4 STUDS is A > DECKING PER 16" O.G. v LL.I NOTES: FLOOR NAILING ry I. WINDOW AND DOOR ASSEMBLIES TO CONFORM 1' 5 BAR CONT. R3 INSUL. BETWEEN SCHEDULE 22x450 � TTOM �-t•, 70 FBC 2001 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) ,_ TIE -BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ - _ - _ _ _ - _ _ _ ATTACH �1ii1100 �����// W d 1X4 P.T. NAILER VERT REINF. BEYOND INTERIOR FACE OF WINDOW, FASTEN II SHEATHING �� *'� //� �• BUCK TO MASONRY W/ (I) ROW OF 3/16"X4" TAPCONS TO RIBBON �� �G •••••'•. •"/ �i� = cq RECE55E 6" FROM ENDS AND 16" O.G. MAX. WOOD BASE �I SXSX16 CONG BLOCK BOARD WITH �.•:IJI ••C LL. •.��if� PRECAST TAPCON8 TO BE 1 1/2" MIN. FROM EDGE OF BUCK i • �y C' — O W Z O HEADER 3 1/2 LONG. SLAB Sd NAILS � o. . w n• p bOs � : Z _ 3. BUCKS LESS THAN 2X TO BE FASTENED PER PLAN �I 3" O.G. Z N W ''• - Q W/GUT NAILS OR EQUIVALENT, STRUCTURAL _-_ -_ MAIN FLOOR ui qw*H :a = .r -a • •a': • :O� C� CONNECTION OF WINDOW t0 STRUCTURE _ I ELEV 0'-0" ATTACH '� a v•� m J BY OTHERS IN THIS CASE. - - - - - - I SHEATHING 6 ' Z �'•5�$1 Cx Q 40 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I I =III I° .� TO FLOOR �, �j/ ADDED TO EXISTING 2X BUCKED OPENING, USE I ° _ - - TRUSSES c //� «k ��� J w i I=1 I I_ I I I I—I I Ed I I—� PLAN FOR FTG. WITH (2) (3)ROWS OF 10dX3" NAILS STAGGEREDw12" O.C. --� , aJ REFER FOUNDATION SEA. SUCCESSIVE BUCK _ Sd NAILS o III -III I=I INFORMATION EVERY 3" a 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED _I I I` I _� I—i POURED CELL W/1 "5 BAR _ _ _ 1/2" CWP. ME7A16 PER PLAN O.C. FOR THE SAME OPENING IF WINDOW MANUFACTURER I —I I I I—I I I—I nt BUCK SPECIFIED BY AND PLAN REQUIREMENTSCFASTENING) ARE MET. FOOTING. BEAM TO I I I=I I I�_-_= =111 III- BOARD WINDOW/DOOR I i I—iii—III—III=al`I " MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I= (=III=III— PT lx TO 2X BUCK W/ (2) ROWS OF 8d NAILS a16" O.G. FASTEN _ WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. NAILER AS U) Z REQ'D. E � � � 8" CMU WALL 6 STEF DOWN TIE �3EA I NTS 4 TYPICAL 5LOC< WALL SECTION NTS 2 STORY CONNECTION � Q w z � cq 5 DOOfiZ3UCfG DTL, NTS 12 A ~ . • m AT CANTILEVER I��=�'-m" � W wz r �' 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS a EA. (1Y5 IN TIE BEAM = CENTER BUCK END. BLOCK ADJACENT BAYS a EA. REFER TO Z O H Avi DIAGONAL A5 SHOWN. FASTEN ROOF �- PLANS FOR 0ml W ,� - - - - - w SHEATHING TO BLOCKS Lu/8(dNAILS 1'-4" MAX. EXACT SIZE OF F a 6 a � �� z � � o.c. O -H- � A o o a (1)"5 BAR IN PRECAST LINTEL 0 � d � W E z 0 3/8" DIA. ANCHOR CONT. 2x4 w z o (2)'5'5 VERTICAL c LLJ Z O • 0 ►� IN GROUT FILLED2X4'5 ,0 24" w O.C. a Q E; 0 E a I CELL 2 X 4 P.T. TOP BUCK SIMPSON HGA- 10 O z W w a _ d (1✓ (1)5 VERTICAL IN GABLE END 48" O.G. O U Q (5) 16 d NAILS FASTEN IPER PLAN. TO BEDGONTQ, ITTHE LaJ GROUT FILLED CELL a (AB REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO TRANSITION FROM SIDE OF OPENING W BLOCKING SPLICE AS REQ'D. TOP PLT. TO GABLE g II TRU65 N PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT SIMPSON HGA-10 ENTIRE COLUMN 70 PROVIDE 2x4 BRACE t0 c BE GROUT FILLED AT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. DOOR. PROVIDE 1-1/2" X 3116" THICK TO DIAGONAL w/(2) 1(od 01_011 WASHER W/ EACH ANCHOR. NAILS. DBL. 2x4 TOP PLT. — (Ist BOLT TO BE 8" MAX. ABY. CURB, REST 055 NOT REQUIRED FIN. FL. EQUALLY SPACED APPROXIMATELY 24" D.G.) TO BE CONT. a THE TRANSITION FROM FASTEN SIDE WALL GABLE BRACING 6 48" BEAM TO GABLE SHEATHING PER NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED O.C. MAX. 45` FROM TRU55 PLAN. HORIZONTAL (+/- 10•) SIMP50N H-10 m GARAGEE CURB l8" MAX.) AND SIZED PER NOTES ARATART AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP I GARAGE FROM EAVES.a--- PLT. � W r,, VERT. REINFORCING1/21121 $fBUC< DETAIL . NTS SIMPSON H-10 EXTEND SHEATHING NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING- 13 NOT USED :2 r-4'. � TO BOTTOM OF FRAME WALL I � O DIAGONALTO BEAM NAIL w/ 8dw��� CONNCT ION = V BEAM NAILS m 3" O.G. �, Z 10 «=•NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING -s- � (%) � O �41�1 CONNECTION w o —TIE - BEAMPRECAST-- PRE-ENGINEERED WD TRUSS, 24" O.C. 5/8" TYPE X GYP. BD.W/ T. SP6's TOP d BOTT. ON EVERY OTHER STUD (1) A33 EA. SIDE OD 2X Lu/ 3/16"x3-1/4" TAPCON5 TO CMU AND (4) 10dAll NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ _3/16"4-1/4" TAPCONS TO CMU AND (4) 10dx1y" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 "2 (OR BETTER) PRECAST BILL Q - O~(. DECKING PER 2x6 DBL. BOTTOM PLATE = _ z _ -sEA. BRACE R-30 INSULATION FLOOR NAILING z 3i4" OLD TO PLT. � i' 0 0 PT 2X8 PLT., d m ALL LAPS IN MASONRY 25" O�� \�` HURRICANE ANCHOR AT EACH TRU55 SCHEDULE CANT. FOR = � 1/2" J -BOLTS w/ U Q — CLG. NAILING =(LQ (REFER TO ROOF PLAN) IKIZ- _ SURFACE m EMBED) MIN. 6" -7 U (105 CONT. IN TIE FROM EA. END AND is Q Q PROVIDE 16d NAILS 32" O.G. MAX. A35 DIAGONAL TO w RUNNING BAR ��Om BEAM COARSE TILE ON (APPLIED ACCORDING TO - 7 5/8" TYPE X GYP. BD. TRUSS BOT. CHORD C J m TO PLT. ID 12" O.G. -NOTE. GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING«•• ' < r MANUF. SPEC.) 15 ROOF FELT 5/8 ,..: PE R EL � MAX. CLEAR SPAN CONNECTION ro � WMR LA . • HGAIOKT ID 32" O.C. PROVIDE HANGERS t0 HOLD >_ ROOF SHEATHING ON ROOF TRUSSES. CMU WALL OR ON -LOAD A I L DBE R NG FIRE RATED PANEL CFG LINTEL BELOW DWG.No. GROUT TIE BEAM .> , . A IN AG DURING OU BAR PLACE G R COARSE SOLID L D R P _ --,. \ TIE BEAM COUR5E a JOB No. SCALE AS NOTED W/0)"5 CONT. -NOTE: GABLES SMALLER REFER TO MAN. SPECS. FOR1' j('il. ELEVATION VARIES � ROD W/ COUPLER(IF�1 08/10/12 - • SPACING REQUIREMENTS IFREQUIRED), 6" EMBED ° REQUIRED TOP OF MASONRY > .' 6 32" O.C. NOM. 8" CMU -HANGERS NOT REQUIRED IF 1/2" DRYWALL ,.- ALUM. DRIP EDGE 2-1/8" ATTACH GYP. BD TO Z L ° LINTEL BLOCKS ARE USED PANEL WITH (2) 8d Q - - - AND 2" HOLD IS MET `' 2x4 CONT. 5U5FASCIA NAILS EVERY 3" O.C. — 1x2 PT NAILER ;• • a n •5 CORNER BAR VENTED ALUM. SOFFIT 1/2" GYP. BOARD META16 PER PLAN ry (APPLIED ACCORDING TO MA UF. SPEC.) GROUTED CELL PROVIDEWHEN . • OWE SNNO SINGLE tI - BEAM i/7 REQUIRED t0 BE FILLED W1 (1 W/ (I) "5 CONT. GROUT GROUT PT lx NAILER Ld SOLID AS REQ'D. BTR -8" CMU WALL Q PRECAST CMU BUCK SPECIFIED BY LINTEL S OPENING NOTE: REFER t0 JOIST MAN. SPECS FOR BLOCKING REQ. WINDOW/DOOR REFER TO ELEV. ARCH WINDOW MANUFACTURER FOR OVERHANG � NTS 2 ���. CORNER VERT. NTS 3 TI ,��"� T i/ 1111111-011 MARBLE SILL w 2 STOfi��' CONNECTION l=I'-m'� ���41`1INCx L��T�4IL ���� REINFORCING � 5E � � , � 1X2 P.T. FURRING � 11 ALT. UJ/ FIRE RATED PANEL WINDOW q a 2'-0" O.C.PER FLOOR PLAN A PRECAST GONG. 1/16" O.S.B. �n SILL TYP. 6 ALL 1/2" GYP. BOARD SHEATHING WINDOWS i 2x4 STUDS is A > DECKING PER 16" O.G. v LL.I NOTES: FLOOR NAILING ry I. WINDOW AND DOOR ASSEMBLIES TO CONFORM 1' 5 BAR CONT. R3 INSUL. BETWEEN SCHEDULE 22x450 � TTOM �-t•, 70 FBC 2001 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) ,_ TIE -BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ - _ - _ _ _ - _ _ _ ATTACH �1ii1100 �����// W d 1X4 P.T. NAILER VERT REINF. BEYOND INTERIOR FACE OF WINDOW, FASTEN II SHEATHING �� *'� //� �• BUCK TO MASONRY W/ (I) ROW OF 3/16"X4" TAPCONS TO RIBBON �� �G •••••'•. •"/ �i� = cq RECE55E 6" FROM ENDS AND 16" O.G. MAX. WOOD BASE �I SXSX16 CONG BLOCK BOARD WITH �.•:IJI ••C LL. •.��if� PRECAST TAPCON8 TO BE 1 1/2" MIN. FROM EDGE OF BUCK i • �y C' — O W Z O HEADER 3 1/2 LONG. SLAB Sd NAILS � o. . w n• p bOs � : Z _ 3. BUCKS LESS THAN 2X TO BE FASTENED PER PLAN �I 3" O.G. Z N W ''• - Q W/GUT NAILS OR EQUIVALENT, STRUCTURAL _-_ -_ MAIN FLOOR ui qw*H :a = .r -a • •a': • :O� C� CONNECTION OF WINDOW t0 STRUCTURE _ I ELEV 0'-0" ATTACH '� a v•� m J BY OTHERS IN THIS CASE. - - - - - - I SHEATHING 6 ' Z �'•5�$1 Cx Q 40 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I I =III I° .� TO FLOOR �, �j/ ADDED TO EXISTING 2X BUCKED OPENING, USE I ° _ - - TRUSSES c //� «k ��� J w i I=1 I I_ I I I I—I I Ed I I—� PLAN FOR FTG. WITH (2) (3)ROWS OF 10dX3" NAILS STAGGEREDw12" O.C. --� , aJ REFER FOUNDATION SEA. SUCCESSIVE BUCK _ Sd NAILS o III -III I=I INFORMATION EVERY 3" a 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED _I I I` I _� I—i POURED CELL W/1 "5 BAR _ _ _ 1/2" CWP. ME7A16 PER PLAN O.C. FOR THE SAME OPENING IF WINDOW MANUFACTURER I —I I I I—I I I—I nt BUCK SPECIFIED BY AND PLAN REQUIREMENTSCFASTENING) ARE MET. FOOTING. BEAM TO I I I=I I I�_-_= =111 III- BOARD WINDOW/DOOR I i I—iii—III—III=al`I " MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I= (=III=III— PT lx TO 2X BUCK W/ (2) ROWS OF 8d NAILS a16" O.G. FASTEN _ WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. NAILER AS U) Z REQ'D. E � � � 8" CMU WALL 6 STEF DOWN TIE �3EA I NTS 4 TYPICAL 5LOC< WALL SECTION NTS 2 STORY CONNECTION � Q w z � cq 5 DOOfiZ3UCfG DTL, NTS 12 A ~ . • m AT CANTILEVER I��=�'-m" � W wz r �' 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS a EA. (1Y5 IN TIE BEAM = CENTER BUCK END. BLOCK ADJACENT BAYS a EA. REFER TO Z O H Avi DIAGONAL A5 SHOWN. FASTEN ROOF �- PLANS FOR 0ml W ,� - - - - - w SHEATHING TO BLOCKS Lu/8(dNAILS 1'-4" MAX. EXACT SIZE OF F a 6 a � �� z � � o.c. O -H- � A o o a (1)"5 BAR IN PRECAST LINTEL 0 � d � W E z 0 3/8" DIA. ANCHOR CONT. 2x4 w z o (2)'5'5 VERTICAL c LLJ Z O • 0 ►� IN GROUT FILLED2X4'5 ,0 24" w O.C. a Q E; 0 E a I CELL 2 X 4 P.T. TOP BUCK SIMPSON HGA- 10 O z W w a _ d (1✓ (1)5 VERTICAL IN GABLE END 48" O.G. O U Q (5) 16 d NAILS FASTEN IPER PLAN. TO BEDGONTQ, ITTHE LaJ GROUT FILLED CELL a (AB REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO TRANSITION FROM SIDE OF OPENING W BLOCKING SPLICE AS REQ'D. TOP PLT. TO GABLE g II TRU65 N PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT SIMPSON HGA-10 ENTIRE COLUMN 70 PROVIDE 2x4 BRACE t0 c BE GROUT FILLED AT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. DOOR. PROVIDE 1-1/2" X 3116" THICK TO DIAGONAL w/(2) 1(od 01_011 WASHER W/ EACH ANCHOR. NAILS. DBL. 2x4 TOP PLT. — (Ist BOLT TO BE 8" MAX. ABY. CURB, REST 055 NOT REQUIRED FIN. FL. EQUALLY SPACED APPROXIMATELY 24" D.G.) TO BE CONT. a THE TRANSITION FROM FASTEN SIDE WALL GABLE BRACING 6 48" BEAM TO GABLE SHEATHING PER NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED O.C. MAX. 45` FROM TRU55 PLAN. HORIZONTAL (+/- 10•) SIMP50N H-10 m GARAGEE CURB l8" MAX.) AND SIZED PER NOTES ARATART AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP I GARAGE FROM EAVES.a--- PLT. � W r,, VERT. REINFORCING1/21121 $fBUC< DETAIL . NTS SIMPSON H-10 EXTEND SHEATHING NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING- 13 NOT USED :2 r-4'. � TO BOTTOM OF FRAME WALL I � O DIAGONALTO BEAM NAIL w/ 8dw��� CONNCT ION = V BEAM NAILS m 3" O.G. �, Z 10 «=•NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING -s- � (%) � O �41�1 CONNECTION w o —TIE - BEAMPRECAST-- f (1) A33 EA. SIDE OD 2X Lu/ 3/16"x3-1/4" TAPCON5 TO CMU AND (4) 10dAll NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ _3/16"4-1/4" TAPCONS TO CMU AND (4) 10dx1y" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 "2 (OR BETTER) PRECAST BILL O~(. SIMPSON A23 = _ z _ -sEA. BRACE z 3i4" OLD TO PLT. � i' 0 0 PT 2X8 PLT., d m J Z CANT. FOR = � 1/2" J -BOLTS w/ U Q — CLG. NAILING WASHERS (MIN. b" IKIZ- _ SURFACE m EMBED) MIN. 6" -7 U FROM EA. END AND is Q Q PROVIDE 16d NAILS C..I"IU UJA-i1..L C.VIVNCC.I IVN � �m WINDOW CONNECTION DETAIL NTS O14 NOT USED � SD3 CxABLE END DETAILS N.T.S. SHT O~(. SIMPSON A23 = Y z _ -sEA. BRACE 3i4" OLD TO PLT. � i' 0 0 PT 2X8 PLT., d m J Z CANT. FOR = � 1/2" J -BOLTS w/ U Q — CLG. NAILING WASHERS (MIN. b" _ SURFACE m EMBED) MIN. 6" I U FROM EA. END AND is Q Q PROVIDE 16d NAILS 32" O.G. MAX. A35 DIAGONAL TO w O GABLE END TRU55 TRUSS BOT. CHORD C J m TO PLT. ID 12" O.G. -NOTE. GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING«•• DESIGN DRAWN MAX. CLEAR SPAN CONNECTION ro � WMR LA . • HGAIOKT ID 32" O.C. CHECKED CMU WALL OR CFG LINTEL BELOW DWG.No. 2113496 TIE BEAM COUR5E a JOB No. SCALE AS NOTED W/0)"5 CONT. -NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING", � - DATE 08/10/12 - C..I"IU UJA-i1..L C.VIVNCC.I IVN � �m WINDOW CONNECTION DETAIL NTS O14 NOT USED � SD3 CxABLE END DETAILS N.T.S. SHT TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4" P EDGE -1 SHEATHING PER PLAN 1%" EDGE-) 2%" EDGE i:r-'-f1=' — fifi —ice I I•I 1•1 ll I 1::l Ti_ -r'.;=. I•I I'I I I I'I 1.1 I 15" FELT DRAINAGE PLANE I f� `~ 2X4 STUDS 6 I [t R3 IN5UL. BETWEEN 16" O.G. SCHEDULE O I/8" STUCCO THICKNESS I •. 1 ;a REFER TO PLANE META16 PER ' I O 10dX3" I 1x4 P.T. NAILER 1,07 REFER TO PLANS I MEMBRANE STRIP COVERING WOOD p WOOD BASE _ II FRAME/MA50NRY INTESECTION UNDER COMMON c/i EXPANSION JOINT TO EXTEND 2" 1 p BELOW CMU I w �2 METAL OR PLASTIC EXPANSION JOINT 2 W _ GRADE 5/8" STUCCO OVER w P FROM TOP OF CMU MASONRY/BLOCK III--III—III= ° �.—I II—III—III—III—I1 I I—III--III—III l l lIIIIIII ° a °°° a III—III =III ----I � a � � I I—IIIIII—I III.—III—III I i I=1 I I =1 I I—III--III—I I IT- 2Y2"2�4 PLAN FOR FTG. INFORMATION 106X3" COMMO 10dX3" 0 COMMON Z OPP. 51DE U z U I I � I I (L I I «(L 106X3" 0 COMMON OPP. SIC=)E—_j_ (2)2x4'9 (2)1X&'s (2r1XS'9 (2) 2x COLUMN i 2X BUILT-UP SCUD COLUMN DETAILS DBL. TOP PLT. BEYOND NAILING PATTERN WALL SHEATHING SPLICE PER NAILING SCHEDULE CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d 'm EACH TRUSS (U.N.O.) 4 SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS EA. END. BLOCK ADJACENT BAYS 6 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS a 6 " O.G. z Q N W nl IT41nC /1)) ')-A,, z U 4 N W z Q INSIDE FLY NAILS NAILED AT 8" O/C 5TAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. (3) or (4) 2x COLUMN 1/211211-011 7/16" 051 JOINT NAILING PEf SCHEDULE TUD YP5UM WALLBOARD K4 BLOCKING PLACED _ATWISE (2) 16d NAILS AGN END NOTE: 1/2" PLYWOOD OR I/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. (I 51MPSON H10A DIAGONAL TO (5) 16d NAILS BLOCKIN BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE (BRACING a 48" O.C. MAX. 45* FROM HORIZONTAL (+/- 10') BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16d NAILS m 12" (U.N.OJ 1 l PROVIDE BLOCKING BETWEEN TRUSS BAYS e 48" O.C. FOR FIRST 3 BAYS 1-12.5 6 EACH TRU55 t0 LEDGER SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRU55E5 ••. NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING - 6 GAIBLE END 's FLAT 3/4"=1'-011 CEILING WITH 505TON HIP REFER TO PLANS FOR EXACT SIZE OF O.N. CONT. 2X4 2X4'8 6 24" O.G. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRUSSES e) 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF 5HEATHING FASTEN PER PLAN USE (4)106 NAILS FOR CONV. FRAMED MEM. ONLY EDGE DISTANCE PER DETAIL 106X3" 2" `106X3" OPP. SIDE ILCE DISTANCE PER DETAIL OUTSIDE 2x's FLOOR TRU55 PER PLAN BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE W/ 3-IOd COMMON NAILS ENDS. NAIL PLATES CONT. W/7 106 COMMONS w 16" O.C. NAIL JACK STUDS AND FULL 3(6 OSB DRAFT LENGTH STUDS TOGETHER W/ 10d's STOP STAGGERED a 12" O.G. (EACH NAIL 6 16" O.C. PLY) TOP 4 BOTTOM 2 DRAFT STOP DETAIL 1/4"=1'-011 3/4" PLYWD. DECKING FLOOR SYSTEM PER PLAN STAIR CONNECTION DETAIL 2X LEDGER TO RIMBOARD W/ —(4) EQUALLY SPACED 1/2" x 4" BOLTS P.T. 2 x4 i-. r- yr STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS EVENLY SPACED O i Y 1 •s MARBLE SILL SHEATHING PER PLAN OR -1/16" 058, i:r-'-f1=' — fifi —ice I I•I 1•1 ll I 1::l Ti_ -r'.;=. I•I I'I I I I'I 1.1 I 15" FELT DRAINAGE PLANE CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d 'm EACH TRUSS (U.N.O.) 4 SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS EA. END. BLOCK ADJACENT BAYS 6 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS a 6 " O.G. z Q N W nl IT41nC /1)) ')-A,, z U 4 N W z Q INSIDE FLY NAILS NAILED AT 8" O/C 5TAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. (3) or (4) 2x COLUMN 1/211211-011 7/16" 051 JOINT NAILING PEf SCHEDULE TUD YP5UM WALLBOARD K4 BLOCKING PLACED _ATWISE (2) 16d NAILS AGN END NOTE: 1/2" PLYWOOD OR I/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. (I 51MPSON H10A DIAGONAL TO (5) 16d NAILS BLOCKIN BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE (BRACING a 48" O.C. MAX. 45* FROM HORIZONTAL (+/- 10') BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16d NAILS m 12" (U.N.OJ 1 l PROVIDE BLOCKING BETWEEN TRUSS BAYS e 48" O.C. FOR FIRST 3 BAYS 1-12.5 6 EACH TRU55 t0 LEDGER SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRU55E5 ••. NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING - 6 GAIBLE END 's FLAT 3/4"=1'-011 CEILING WITH 505TON HIP REFER TO PLANS FOR EXACT SIZE OF O.N. CONT. 2X4 2X4'8 6 24" O.G. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRUSSES e) 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF 5HEATHING FASTEN PER PLAN USE (4)106 NAILS FOR CONV. FRAMED MEM. ONLY EDGE DISTANCE PER DETAIL 106X3" 2" `106X3" OPP. SIDE ILCE DISTANCE PER DETAIL OUTSIDE 2x's FLOOR TRU55 PER PLAN BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE W/ 3-IOd COMMON NAILS ENDS. NAIL PLATES CONT. W/7 106 COMMONS w 16" O.C. NAIL JACK STUDS AND FULL 3(6 OSB DRAFT LENGTH STUDS TOGETHER W/ 10d's STOP STAGGERED a 12" O.G. (EACH NAIL 6 16" O.C. PLY) TOP 4 BOTTOM 2 DRAFT STOP DETAIL 1/4"=1'-011 3/4" PLYWD. DECKING FLOOR SYSTEM PER PLAN STAIR CONNECTION DETAIL 2X LEDGER TO RIMBOARD W/ —(4) EQUALLY SPACED 1/2" x 4" BOLTS P.T. 2 x4 i-. r- yr STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS EVENLY SPACED O i Y 1 •s MARBLE SILL SHEATHING PER PLAN OR -1/16" 058, I 1x2 P.T. FURRING ID 15" FELT DRAINAGE PLANE I f� `~ 2X4 STUDS 6 I [t R3 IN5UL. BETWEEN 16" O.G. SCHEDULE O I/8" STUCCO THICKNESS I •. 1 ;a REFER TO PLANE META16 PER ' I O PAPERBACK LATH I 1x4 P.T. NAILER 1,07 REFER TO PLANS I MEMBRANE STRIP COVERING WOOD WOOD BASE _ II FRAME/MA50NRY INTESECTION UNDER METAL Z -FLASH 3-1/2" CONC SLAB EXPANSION JOINT TO EXTEND 2" 1 BELOW CMU I �2 METAL OR PLASTIC EXPANSION JOINT �° _ GRADE 5/8" STUCCO OVER °°(— I i I I— I I ­ A4 ° P FROM TOP OF CMU �O 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL 1/2" = 1'-m" REFER TO HEADER SCHEDULE FOR HEADER SIZE,* OFJACK STUDS 4 CONNECTOR REQUIREMENTS. 8P2 OR SP4 EA. STUD OR A5 SPECIFIED ON THE PLAN EXTERIOR WALLS: SHEATHING MUST BE NAILED TO GMU WALL AS EXTERIOR WALLS, SEE NAILING I REQ'D PER PLAN SCHEDULE FOR NAILING PATTERN. MIDSPAN BLOCKING INTERIOR WALLS: BETWEEN EA. STUD APPLY 1/2" GYP BOARD AS NEEDED SP2 OR SP4 EA. SCUD OR AS (4) EQ. SPACED SPECIFIED ON THE PLAN 3/16"x4" SIMPSON NOTE: NO HEADER OR STUD TITENS (w/ STRAPS REQ'D FOR WALLS WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS FROM TOP AND SUPPORTING FLOOR TRUSSES IIlili'N77BOTTOM ONLY). (SEE CONNECTOR CHART) 1/2" x I" J -BOLTS 6" FROM EA. LL_7PT �� END OF WALL AND 632" O.G. NOTE: 2-1/2" MASONRY NAILS (HAND 2X STUDS 16" O.G. OR POWER DRIVEN) 6 16" O.G. MAY 2X4 BOTTOM BE USED I.L.O. J -BOLTS FOR WALL PLATE THAT DO NOT CARRY UPLIFT 3 EXTERIOR/INTERIOR FRAME WALL CONN. D DETAIL OSIDING t0 STUCCO FLASHING DETAIL TILE ON 015 FELT OVER 5/8" PLYWOOD OR 5/8" O.S.B. ON PRE -ENG. TRUSSES 24" O.G. REFER t0 ROOF PLAN FOR CONNECTIONS 2x DBL TOP PLATE REFER TO PLANS -30 R L INSULATION f ALUM. DRIP EDGE 1/2" GYP. BD. CLG. 2x4 CONT. SUBFASCIA HDR. AS PER PLAN VENTED ALL FRAMED SOFFIT OPENINGS INSULATION MARBLE SILL 12 CDX PLYWOOD OR -1/16" 058, 1x2 P.T. FURRING ID ATTACH PER PLAN DECKING PER `~ 2X4 STUDS 6 FLOOR NAILING R3 IN5UL. BETWEEN 16" O.G. SCHEDULE 3/4" FURR STRIPS 8" CMU REFER TO PLANE META16 PER PRE -ENG. FLOOR 5Y5TEM PLAN 1x4 P.T. NAILER 1,07 REFER TO PLANS LAP SIDING Y Ix P.T. NAILER ,a SHEATHING w/ WRAP 1i2" GYP. .° TIE BEAM REFER BD. TO DETAIL 3 SHT. 5D3 PRECAST GMU II LINTEL 6 OPENING WINDOW PER FLR. PLAN 2 STORY WALL SECTION w ni O Of U (A w 0 r^ v , Z Q Wz°'~P_ P_ W �tnz� p z L) E- CO E-4��E"� O z 94 0 d' 51 c � �E"' W OO0 o W z aw IJ— Q .1�4CHa �va F ~ C/) LLJW Q i=%i b Z O E N 00 V I � w � r V) Z 1— v) W O O ~ co W _ >< 0 � � J Z SLu o �w �CL:2Jm DESIGN DRAWN WMR LA A CHECKED r„ C FG DWG.No. 2113496 JOB No. SCALE AS NOTED DATE 08/10/12 � SD4 SHT MARBLE SILL PRECAST CONC BILL 1x2 P.T. FURRING ID 2'-0" O.G. DRAINAGE PLANE (WRB). R3 IN5UL. BETWEEN OVERLAP Z -FLASH 3/4" FURR STRIPS 8" CMU (I) "5 VERT. IN GROUTED CELL 1x4 P.T. NAILER 1,07 FULL HEIGHT. SEE FLOOR PLAN FOR WOOD BASE _ II LOCATIONS METAL Z -FLASH 3-1/2" CONC SLAB GEMENTITIOUS FINISH ----=�- °----r-----:e FIN. FL. �° _ GRADE 5/8" STUCCO OVER °°(— I i I I— I I ­ A4 ° MASONRY/BLOCK III--III—III= ° �.—I II—III—III—III—I1 I I—III--III—III l l lIIIIIII ° a °°° a III—III =III ----I � a � � I I—IIIIII—I III.—III—III I i I=1 I I =1 I I—III--III—I I IT- REFER FOUNDATION PLAN FOR FTG. INFORMATION 2 STORY WALL SECTION w ni O Of U (A w 0 r^ v , Z Q Wz°'~P_ P_ W �tnz� p z L) E- CO E-4��E"� O z 94 0 d' 51 c � �E"' W OO0 o W z aw IJ— Q .1�4CHa �va F ~ C/) LLJW Q i=%i b Z O E N 00 V I � w � r V) Z 1— v) W O O ~ co W _ >< 0 � � J Z SLu o �w �CL:2Jm DESIGN DRAWN WMR LA A CHECKED r„ C FG DWG.No. 2113496 JOB No. SCALE AS NOTED DATE 08/10/12 � SD4 SHT DensGlass'^ Ultra Shaftliner Area Separation Walls e ;i. uvpsum la;+acit5c ypsum I he G:rurgia-Pacific Gypsurn 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 jpage 14, l imitations►. Because it is constructed using gypsum board, the assembly is easy to erect and secure, meets all building code requirements, and provides economical fire protection and sound control, The Arra Separahon Wall is constructed once ilia 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 sheathiny or through the roof to form a parapet. The assembly is linked to the adjacent framing with aluminum breakaway clips that allow fur collapse of the fire -exposed unit without collapse of the solid Area Separation Wait. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the uwnei, builder and architect with a moisture- and mold -resistant shaftliner panel - DensGlass' Ultra Shaftliner. Components 20 Wood Framing I* . Dense"ass" Ultra Shaftliner Panel insulation Min. 314„ nil srwee tx;tween '2." Area Separation Wall and Wood Framing 2" Ti-Soids 24" n -c. Bark-tu-back C -Tracks 1 2 D nsArrnor e Plus" interior Panel Aluir.inum Bniaka"y Clip lire Blocking per Code the Georgia-Hauihc Gypsurn Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shatthner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track and 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 in-place exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. Fir Testing n it Fire est gad Building dis g Coda Compliance I be Georgia-Pacific Gypsum Area Separation Wail has been fire tested to ASTM E 119 and CAN/ULC S-101. The Georgia-Pacific Gypsum 2-hu(t fire-ia t d Area Separation Wall assembly, constructed using De GUltra Shatthner panels, is listed by Underwriters Laboratory NO, Underwriters Laboratories of Canada (ULC) and Warnock Hersey International (WHI/iTS) and meets the re, air t." te of the 2006 International Building Code(IBC) Section 705 "Party Walls," nd Section 705 "Fire Walls." The Geoyia Payflc Gypsum Area Separation Wall assembly is listed in the UL Fire Resietance Directory under UL Design U 373, the ULC fiiu Resistance Directory ULC Design No. W 312 and the WHI Fire Resistance Directory ry under WHI GP/WA 120-04. For copies of these listings, please contact Georgia-Pacific Gypsum Technical Services at 1-800-225-6119. 19. ADensGlarlil Ultra Shaftliner Area Separation Walls Georgiaf�acific Gvpom 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 Wall 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 7.4" 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 atone end. install two 1" Shaftliner panels vertically with eitherslde 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 shaftimer 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 corners to the horizontal sections of C -Track using minimum a n mum of one 3/8" minimum length pan head screw. " Note: some authoritias 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 3/8" 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 he located vertically at each floor level (10'C" 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 50" for the lower 20' and every 11 for the upper 20" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHI/iTS Design WHi GP/WA 120-04 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" u.c.) and horizontally on eve other H -stud (48" o.c.. When the total height of the every ) 9 Area Separation Wall exceeds 21 breakaway clips shall be installed vertically every 8'0" maximum for the lower 20'0" and every 10'0" maximum for the upper48'0" 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 8. 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 3/6" pan head screws at ends and spaced 24" o.c. Stagger back to back C -Track joints a minimum of 12". T If a parapet is not specified, see Special Conditions, Item 11 for two codeom liant 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 -Stud, 25 -fledge or End Closure k � / i } r�r s T'. f� w v' A r A a r, - 2-1/2" ^- 2-1/4"-- 2" CAUTION; For product firs, safety and use infermstica, go to gp.com/lmfetywo: CAUTION: For product fire, safety and use fnfonnatfoa, go to gp.comhefetyinlo. Llrsr s�� nmrahon arxi nrwtatvs Technical Service 1Mtline 1.600225.6119 or www.9pg""Lwm + 3 q . r , t er into n enorr awe# tprlatesTechnical Service Hotline 1,1110 5.6119 Fir www.gpgypsum.oum Georgia-Pacific DeneGlasUltra Shaftliner Area Separation Walls System Assemblies _. 2 -Hours Ratings 9 Construction Detail Assembly Components STC Test Reference TJF/WMR Two layers 1" DensGlass' Ultra So U(. DESIGN U373 905117 AS NOTED Shaftliner inserted in H -Studs 24" o c. 12/22/10 ULC W312 a Min. 3/4" air space between liner panels WHI GP/WA 120-03 i� and adjacent wood or metal framing. Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o.c. Min 3/4" air 60 RAL TL89-383 UL DESIGN U373 UI.0 DESIGN W312 H 0 Q z� N ow� space on both sides must be maintained WHI GP/WA 120-04 between liner panels and adjacent r � Based on RAL TL89-383 framing. Sound Tested with 2 x 4 stud wall ' i with 1/2" DensArmor PlusMInterior paiiiel each side of assembly and 3-1/2" fiberglass insulation in stud space both sides. Part. Thickness: 3" 38 est. Weight per Sq. Ft.: 9.5 Two layers 1" DensGlass Ultra Shaftliner nserted 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" ToughRock* FireguardmType C gypsum board. Breakaway clip facings and height of wall differ between Ul Oesign 0373 and WHI GP/WA 120-04. WHI 495-0743 GeorgiaVacific Gypsum Details Full Wall Fire blocking as required - 2 x 4 Stud framing Aluminum breakaway clip 3/8" Pan head screw ...-.-- Sealant----------- Acoustic sealant (as requiroc Joist - _ 2" Gtrack fastener 24" o.c. `> H(7) H HAFT WAFT AOOEMElLY SCALE: N.T.S. DenaGlass- Ultra Shaftliner Area Separa Intersection at roof Intermediate floor Foundation Roof deck per code requirement Roof truss o -bac!( C -tracks 'Drywall screw isGlass" Ultra Shaftliner panels it, as required DensOlass- Ultra Shaftliner Area Separation Wails Georgia'i+acific 6Yplum Special Conditions 1. When an H -Stud does not align with the adjacent wood framing, insert blocking between wood framing members and attach breakaway clip to blocking using one 1-1/4" drywafl screw and to the H -Stud using a minimunr 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 is spaced greater than 1" away from the solid 7' Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTERN 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 6. The support walls located adjacent to, and on each side of the solid 2" Area Separation Wall protect and maintain the required 3/4" air space, offer increased acoustical privacy, and provide necessary aesthetics. These. 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" air space. Apply acoustical sealant around penetrations for maximum acotlstical privacy. 7. The required 3/4" air space can be eliminated if the metal framing is covered on both faces with 6" wide, 1/2" DensArmor Plusm Fireguard• Type C or 1/2" ToughRoce Fireguard® Type C or 5/8" ToughRock FireguardType X or 5/8" DenslArmar Plus Fireguard Type X gypsum board strips. The gypsurn board strips are attached with 1 " drywall screws spaced 12" o.c. to the metal framing. This primarily occurs inaccessible attic areas. Attic areas not accessible do not require the 6" wide gypsum board strips. 8. The required fireblocking between floor levels may consist of 2" nominal lumber or two thicknesses of 1" nominal lumberwith 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 0.75" particleboard with joints backed by 0.75" particleboard. Gypsum board, including 1" DensGlass' Ultra Shaftliner and 5/8" DensArmor Plus interior panel, baits or blankets of mineral wool or fiberglass or other approved materials installed in such amanFier as to be securely retained in place shall be permitted as an acceptablef' reblock.(Section 717.2.1 2006 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a parapet. 10. At intersection of the solid 2" Area Separation Walt 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 cared using a C -Stud. Where the shaftliner panels are not tight to the structural sheathing, apply an approved freblockin9 material (see Special Conditions, #8) to both sides of the Area Separation Wall. 11. There are two code -compliant methods for installing a fire-resistant roof underlayment: 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/B" ToughRock Fireguard Type X gypsum board is placed 4' on bath 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 f with t i roof mi and form continuous the roof Sheathing and lush w t the top of he roof framing. The ledgers are attached to the coo framing a a 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 firestop Systems. 13. Size and protection of openings in the solid 2" Georgia-Pacific Gypsum Area Separation Wall shall be in accordance with the 2006113C, Section 705.8. When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Parry 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 end-use areas such as bathrooms, adjacent framed walls can be covered with DensShieldO Tile Backer from Georgia-Pacific in lieu of standard paper -faced sum board or fiberglass mat -faced interior panels, g PaP fjYP rg 15. Anofset occurs when one unit extends past the front or back edge of an adjacent unit. Th H studs of the Area Separation t'on Wa II are not designedfor hanging sheathing and cladding so PidontnA is required before construction begins. There are two ways to deal with the offset. The first option is to pour enough concrete so that the Area Separation Wall and adjacent24 wall cann 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. CAUT10111: For, product fire, safety and use information, go to gp.com7asfat IlOw N, latest ir>inrmatiat and updates. Technical Service flodine 11.111111111225,6119 nr www.9p9ypsum.cum+ 6 DensGlaril Ultra Shaftliner Area Separation Walls Georgia ParCific Details Attic - Adjacent to Trusses" ---.---' 1' DensGlass Ultra Shaftliner panets - H -stud NIL.-- No minimum air space Millilill Wood taus - 6" Wide 1/2" DensArmor Pius" fireguard" Type C panels or "Only applies if solid wall is accessible. 1/2" ToughRock'x Fireguard Type C or If not accessible, the strips are not required. 5/8" Toughfiock Fireguard Type X or 1" DensGlass" Ultra Shaftliner panels Typical Roof Junction - Caulk (smoke tight joint) 1 Layer of 5/8" DensArmor Plus" 2" x 2" ledger strips - �- Hoofing Roof deck Type X gypsum panel for as required by codes) Breakawayclip ----- Fire blocking Insulation 1/2" DensArmor Plus gypsum panel or 1/2" ToughRocV , gypsum board - 3/4" Minimum air space t" DensGlass" Ultra Shaftliner panels N'SS TA L. [_-AT O N O PEC ; E C AT O N A N D D ETA E C Design No. U373 August 19, 2008 Wall Rating - 2 Hr (See Items 4, 4A and 49) Finish Rating - 120 ll (See Item 4) N'4"AIR SPACE AIR StIPAC E AIR , f r - . M , t a r pp HT1 2 ._ .rr r -.k ,«1 I _. E (_7(_)NF1(JUaAT1(_)N A E-lWh%D 7) FIRE M0111 III AREA SEPrAARA'%3r;W WAJL,L SIDE QNLY », 4 r L ' - n t. p j - F i j - -t r.. 114" AIR r3PACE 6 C(=)NFIOUR.;kTIt: N B >zi;►'('EA T'G1 P1itT„ RU 9I SiUir AREA SEPARATION WALL: - (Nonbearing, Max Height - 44 rt) 1. Floor, Intermediate or Top Wall - 2-3/16 in. wide channel shaped with I in. long legs formed from No, 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaiv 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 midheight 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 2Hr.Bearing 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) gaiv steel or No. 20MSG (0.033 in, th0J primed Ertl, Gold formed, shall be designed In accordance with the current edition of the SpBcMcatlon for the Design Of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All desigr+g 4&W119 ehtlAnctn(j thtl structural Irrtagirity of the well assembly, IrWAUding :the 40a l design load of the studs, strall, be as spetSlad by the steel stud dss�ner ao�tar producer, ands Ii moist the rctqul fits of ail a�dlGable tcica%oEie agitrlcied.i�rie riiax sFiid sjiiaicui j c# ll^>1i534r't�rlies sfiri"Tt rs�it exr;.aleti �a frlT 4�. +ids etttacllred to tIwor and ceiling tracks with 1/2 in. long Type S-12 steel screws on beth sides of studs or by welded or bolted connections deslped In accordance with the AISI specifications. Top and bottom tracks Shall consist of stoe1 members, min No. 20 MSG (0.0329 In., min bare metal thickness) steel or min No. 20 GSG (0.036 In. thick) gaiv 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 moor, ceiling, 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, 413. Stell 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 telling with fasteners 24 In. OC max. 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. 5. Gypsum Board - Classified or Unclassified - Min 1/2 in thick, 4 It wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-1/4 in. long steel drywall nails spaced 12 in. OC-. Wallboard attached to steel studs (Item 4A or 4B) with 1 In. long 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 It OC vertically between wood or steel framing and "H" studs. 7. Gatto 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 ll Categortes for names of Classified companies, SCALE: N.T.S. E -I N WALE `=system No. W -L-2377 F Ratings - 1 and 2 Hr See Item�� 1 and 3 1 Ratings - 1 and 2 Hr See (terns 1 and 3� L - Rating at Ambient Less that 1 CFM/Sq It L - Rating at 400°F - 4 CFM/Sq 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 DESCRIBED IN THE INDIVIDUAL IJ300 OR 1.1400 SERIES WALL OR PARTITION DFSIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FFATURFS: A. STUDS - WAL- FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE 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 SNAI I- BE AS SPECIFIED IN THE INDIVIDUAL U300 OR 0400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS S 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 EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALT 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. THE FOIIOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE NOM 2 IN. DIAM (OR SMALLER) FI OWGLIARD G01 D®SDRl l CPVC PIPE FOR USF IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASfEROSDR13.5 CPVC PIPE FOR USE IN CLOSED (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, RESPFCTIVFIY. At POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHAI L BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS ONE SEALANT *BEARING THE UL CLASSIFICATION MARK S� F Reproduced by HILTI, Inc. Courtesy of txllllil� I e 1' S Underwriters Laboratories Inc. V Hilti Firestop `systems June 20 200() FIRF CAULK - HILTI SYSTEM No. W -L-237/ UP TO 2" CPVC & DRYWALL - 1 TO 2-1-IOUR v �AYNE SCALE: NONE Automatic Fire Sprinklers, Inc. 00203 HCETRAT ON PROTECT ON ? HR SCALE: N.T.S. O V) Z CHECKED - TJF/WMR DWG.No. - JOB No. SCALE 905117 AS NOTED :2 12/22/10 -5 O' i� Z C H 0 Q z� N ow� r � � o zo Q 0 <_< _ OE C� cD � Z IL CJI 7 C, iJ W �4 z W �J U 0 0 ~ o a F- .< W <C Q U W IL L JI Cn O V) DRAWN TJF CHECKED - TJF/WMR DWG.No. JOB No. SCALE 905117 AS NOTED :2 12/22/10 -5 O' Z C 0 __J_� < o zo 0 W < � O TJF DRAWN TJF CHECKED - TJF/WMR DWG.No. JOB No. SCALE 905117 AS NOTED :2 12/22/10 -5 DESIGN TJF DRAWN TJF CHECKED - TJF/WMR DWG.No. JOB No. SCALE 905117 AS NOTED DATE 12/22/10 SHT 0F SD5 L) LJ_ I 'i TOP PLATE OE WALL I cL ~ f TRU`=>SES AT 24" U.C. n / LLJ ( 1 IiI WRAF' TRUS`_ A I IERMINATION POINT W/ 1 LAYER 5/8" TYPE a LL"X" DEN`_>GLASS EXT SHEATHING EA SIDE OF 1 BUSS 24" BACK FROM FASCIA DOWN INTO SOFFIT BOX FIRE CAULK ALI_ JOINTS (_%) AND SEAM`_ EXTERUP AT 1 IC 5 %8" TYPF "X" DENSGLASS MI:)I`:: TURF RF` 1" TANT ---- E� TFRIOR SHEATHING USED ,i 1 LAYER 5/8" I YPE "X" DENSGLASS EXT SHEATHING BETWEEN A )FELT �3A('L<.ER f30ARD TRUSSES FASTENEC) TO 2x BLOCKING, OVERLAP WAL.I TOP >` Do NOT VENT OR `, PI_ATF`-> AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK PENETRATE SOFFIT JOIN1_S AND SEAMS TOP' P l -ATE OF WALL -- --------- `IRE RL TARDFNT TRFATFD PLYWOO FIRST 2'-0" ABO FAQ,( -'IA D MOISTURE RE` -IST EXTERIOR `= HFAT1 A`` -J `.JOFFIT BACKL DO NOT VENT OR PENETRATE SOF FI PRE FIrJI`.= 1 iFD Al_ =a0F F I I ANL) FA`. -)C MATCH 'LAN VI W- I ERMINATION AND CI_ -O'_ -SURF OF 1 HC-�I_JR) EIRE RATED PROTFCTED OVERHANG DF-TA1L 4 SCALE: N.T.S. EXT HF AT[ IING BETWEEN OVERLAP WALL IOP IEATHING FIRE CAULK WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3310 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS One layer 51a" type X gypsum wallboard or gypsum veneer base "led paralel or at right -- angles to each side of 2 x 4 wood studs 24" o.c. YAM 6d coated nails, 17113" long, 0.0916' shank, 'A" heads, 7' o.c. Joints staggered 24" an opposHe sldes. (LOAD-BEARING) `T T Thickness: 4TIe" Approx. Wekght: 7 psf Fire Test UL 83501-47, 48.9-17-65, UL Design U349; UL 81319-129, 7-22-70, UL Design U314 Sound Teat: NGC 2404. 10-14-70 1 HOUR F RL RATFD FXTWK)R WA1 I A FMH1-Y (umq) �r SCALE: N.T.S. *ATTIC" DETAIL -ADJACENT TO TRUSSES 1 " DENSGLASS ULTRA SHAFT LINER n in A din ill, A in n A in r- F-1 A nr — F - WOOD TRUSS h" WIDE 1/2" DEN SARMOR PLUS FIREGUARD TYPE C -� PANELS OVER METAL "H" STUDS AT ROOF TRUSS SYSTEM IN AIIIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495 0743) SECTION A A THROUGH TRUSSFS &, SHAFT LINER Z_ SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING - 3/4" AIR `=PACE 2" H -STUD 1" DENSGI. ASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C -TRACK EX11RIOR WALL FRAMING 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. U373 EXTERIOR WA1- I.... INTERSECTION DE- A L SCALE. N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PI EASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAI BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. --6" WIDE 112" DENSARMOR 0 PLUS FIREGUARD TYPE C DWG.No. PANELS OVER METAL "H" LLJ STUDS AT FLOOR TRUSS �4 4 SYSTEM PER 12/22/10 MANUFACTURERS SPECS SEE [--, Eng E- d-� Q, �4 3/SD5 (WHI 495-0743) oa EXTERIOR FACING Ld J 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING STUDS cnZ 1" DENSGLASS ULTRA SHAFTLINER SIN 2" H -STUD EXTERIOR WALL FRAMING U373 OFFSET EXTFRIOR WA1_J_ DF�AII_ SCALE: N.T.S. 2" C -TRACK Design No. Ugo6 Bearh% WaU Rating - 2 H NonbeariYW Wall Ratting - 2 HtL - -won c::3 C) C7_J M14. t FW ilawQt. Sion 1. Concrete Blocks* - Nominal 6 by8by 1.6 in.., hollow or solid. Classificaon D-2 (2 hr). Anchor Concrete Products, Inc. Florida Roche Industries, Inc. Pike Industries Inc., d/bj'aTilcon Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Blocks laid in. fill bed of mortar, nnOnL 3/8 in. thick of not less than 2-1/4 and not more than. 3-1/2 parts of clean sharp sand to i part Portland cement (proportioned by volume) and not more than 6o percent hydrated lime (by cement volume).. vertical joints staggered. 3. Portland CementSto+000 or IGYPsulrn Plaster - If used, add V2 hr. to Classification. Attached to concrete blocks (Its -0 4. Foamed Plastic* - (Optional -not slnnowxn) 1-x 2 in thick max, 4 ft vwimie sheathing attached to concrete blocim (Item i).. Celotex Corp. - Type Thermax *Bearing the UL Classification. Marking 6" WIDE 112" DF NSARMOR 8'__0" PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" -SIDE OF CENTERLINE OF FIRE WALT STUDS AT ROOF TRUSS (2) 1 " SHAFT WALL_ LINER FIRE WALL UL# 0373 ATTACI-1 TIGHT TO SHEATHING, EXTEND INTO O.H. ,A� FIRE BLOCKING (2) 1 " SHAI: I WALL LINER FIRE WALE UE# U373 PER MANUF'R SPECS 2x4 STUDS @ 16" O.C. W:' R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D 6" WIDE 112" DFNSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495--0743) USL 2" DEEP ELEC BOXES. ALJ_ SWITCHES, RECEPT., PIPES, & ETC SHAL I_ 13E SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL A -- SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) ALU UM CLIP PER U F'R PRE NGINEERED RO F `��� . •y�� r-� N TRUE -- ES AT 24" O.0 -i ` QQrw� o O b, , NZ o WCt'1UJ 11 • U - C"9 - J % 130• •o•••'�•,•�LQ w I— 0 GYPSUM CEILING BOARD ALUMINUM CLIP PER MF'R BACK TO BACK C -TRACKS ALUMINUM CLIP PER MF'R 1 1/4" DRYWALL SCREW -AC000STIC SEALANT -1/2" GYPSUM CEILING BOA - BOTTOM TRACK ON FILE C/ 2" C -TRACK POWER DRIVE FASTENER AT 24" O.C. )CK AGGREGATE 721 OF THE FBC '0 GET 4" EOUIVAL-EN1 (REF TBE 721.:5.2). BLOCK SUPPLIER 1-0 BE DELIVERED CT RATING. FLOOR TRUSSES (PER PLAN) TYPICAL FOOTER- SEE FOUNDATION—{{ -1 -I -.III I{I-LH- 1.1==III Ii _iII 1 /2" MINIMUM CONCRETE SLAB PIAN FOR SIZE & REINFORCEMENT ,j� lillllllllll�al I^II_ Ili hlll�lllllll REINFORCED WITH F IBFRMFSH ON --IIIII_--III_:-� III_ _iii---�11 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 FIRE WALT-_ DETAIL (U373) SCALE: N.T.S. z DESIGN 0 0 CHECKED w z DWG.No. E" LLJ C:64 � a� �4 4 I 12/22/10 �oQQcr�co CIO [--, Eng E- d-� Q, �4 0 oa Ld J (1) U�oszo LdH- � w a, fo��a C\1 cnZ DESIGN TJF 0 CHECKED w z DWG.No. E" LLJ C:64 � a� �4 4 I 12/22/10 �oQQcr�co [--, Eng E- d-� Q, �4 0 oa O�`rW� z U�oszo � _t a, fo��a C\1 cnZ O U DESIGN TJF DRAWN TJF CHECKED TJF/WMR DWG.No. LLJ 905/117 SCALE AS NOTED DATE 12/22/10 0 C) cnZ 0 _ LLJ 0 �- 0 Z Q:� U LJJ LTJ 0 rz < _J :2 DESIGN TJF DRAWN TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD6 APPROVED HOUSFWRAP - OVER SHEATHING OVER WD SELF ADHERING MEMBRANE STUD WALL FLASHING OVERLAPPING 0 luJ INSTALL 6" WIDE l LINE OF DOOR II OPENING - III -- CUT HOUSEWRAP l 11I I I II LEVEL AND SQUARE PER III II IIlI II III III f✓^yj''yn I I I 1 I I MANUFACTURERS III tlI II IIS I I I WRITTEN INSTRUCTIONS , I STEP 1 FOLD HOUSEWRAP IN AND AROUND JAMBS STEP 2 STEP 3 STEP 4 INSTALL 6" WIDE SELF ADHERING MEMBRANE - FLASHING OVERLAPPING 0 luJ INSTALL 6" WIDE l n,t SELF -ADHERING MEMBRANE FLASHING -- INSTALL DOOR PLUMB, --- - OVERLAPPING DOOR FRAME - LEVEL AND SQUARE PER MEMBRANE FLASHING 1" E-�� MANUFACTURERS MIN BEYOND JAMR WRITTEN INSTRUCTIONS FLASHING (� �4 OE-� CJ .4WZ cc SET THRESHOLD IN Z OF SEALANT. �. APPLY SEALANT AT \. � CORNERS AND FRONT EDGE OF THRESHOLD 1 STEP 3 STEP 4 INSTALL 6" WIDE SELF ADHERING MEMBRANE - FLASHING OVERLAPPING 0 DOOR FRAME I" LZ n,t W z 0 V) t EXTEND SELF -ADHERING - MIN MEMBRANE FLASHING 1" E-�� I MIN BEYOND JAMR FLASHING (� �4 OE-� CJ .4WZ cc II_Q�o SFE DOOR DETAILS FOR FINISH/TRIM DETAILS STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45^ ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPF NINE APPROVED HOUSE OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS FXIFND MFMHRAK FLASHINGMIN 'I" SILL FLEXIBLE FL EMPORARILY OLD -UP & `EC OUSEWRAP (OR UCP: FLAP UNDI t HEAL) FOLD HOIISFWR AT JAMBS & S. SLOPE SILL R.0 INSTALL SFLF AT) MEMBRAI FL ASHINE NAILING HEAD EXTEND SELF -AD MEMBRAI 1° MIN B FLASHIN( ALIGN FLASHING W/INT, EDGE OF SII I R. 0. MECHANICALLY - FASTFN FANNED EDGE (CAP NAIL STAPLES) IF RFQI BY FLASHING M, INSTALL. 9" WIDE FLEXIBLE MEMBRA at SILL. EXTEND FLASIIINC FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD C WINDOW VPPLY (" NOM. - .ONTIN000S BEAD OF ;EALANT AT JAMBS TND HEAD or APPI Y 0RACK OF WINDOW JAILING FLANGE IN INE W/ 'RE -PUNCHED HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL AP SQUARE PER MANUFACIURERS WRITTEN INSTRUCTIONS I* WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2 IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPAIIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, ,S" INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS ieBMM& SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R,0, W/ SEALANT AT SILL AND A MIN12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) FLEXIBLE FLASHING at SILL, FLUSH TO �! INTERIOR FRAMING. INTERIOR VIEW STEP 7r ' � STEP 8 WINDOW FLASHING INSTALLATION DETAILS N.T.S. 0PENINC F L_AEHIN�� DETAIL_` -� SCALE: N.T.S. ROOF CON5TRUC IIQN ATTIC VENTILATION (FIC -13806) PROVIDE CONTINUOUS ;" OSB SHEATHING TO EXTEND ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN, VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. OSB SHEATHING WITH "H" CHIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. BO% OF FINISHED TEXTURE COATING PER 5 " APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 6d GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE ENGINEER'S CONNECTION SCHEDULE.NAILS ®s" O.0 FAVF IN UPPER PORTION OF ATTIC SPACE, BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMFNTITIOl1S APPLICATION--- INSULATION BAFFLE BETWEEN 000 OVER GALV. MTL. LATH W/ #15 FELT i 36" WIDE UNDERLAYMEN 1 INSTALLED WITHOUT WRINKLES EACH TRUSS ; PAPER OVER APPROVED HOUSEWRAP. 7., OVER ENIIRE ROOF. USE ONLY ENOUGH NAILS TO Pp 8 42 HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY i'� (b" NOMINAL THICKNESS) SHINGLES, PLACE UNDERLAYMENT ON TOP OF MTL DRIP AT EAVES. SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS SEE ENP P� J" OSB SUBFLOOR GLUED & SCREWED �` DF P\\Co _ FINISH SECOND FLOOR RO �i r. _.1,�........ .�.` TOP OF BLOCK — PROVIDE MIN. 819 BATT INSUL. & DRYWALL CEILING ��..�.. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT U/S OF SOFFITOEM ''�• --- BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES .�` ALUM. GRIP EDGE SET IN I "w16" DEEP OPEN WEB FLOOR TRUSSES PFR `'�.. PLASTIC ROOF CEMENT FLOOR TRUSS LAYOUT��. NAILED OVER �zt�" BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 i'! 0 BLOCKING 1'...p°� ° • HF'BAR W/ USP HTA16 UPLIFT STRAP EMBEDDED Y' .I ���,° INTO BOND BEAM. (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE) a ' ' ' ' ' TOP, Of_WINDOW • \: PROVIDE 0.002in PDT YETHYT.ENE FILM OR #15 FFLT PREFIN. ALUM. FASCIA BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES VENTED SOFFIT. g PROVIDE 1" RAISED FRIEZE BD, W/ SMOOTH BOND BEAM FULLY GROUTED & REINFORCED (SEE" •�78", CEMENTITIOUS FINISH (PER ELEVATION) STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & b FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) FINISHED TEXTURE COATING PER BUILDER #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT, CEMENTITIOUS OVER PRIMED 3 COAT SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT SPECIFICATIONS OVER PRIMED 3 COAT --- ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP. TIED TO CEMENTITIOUS APPLICATION. Ila CONNECTIONS CEMENTITIOUS APPLICATION. (}" NOMINAL THICKNESS) " a ,7j -" (}' NOMINAL THICKNESS) CONT. ROU IN FOOTING &BOND BEAM 93. 12 PAINTED DRYWALL (R-0.45) 88 REINFORCED CONCRETE MASONRY UNIT FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE 1 l INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE IO FILM (R-0.68) SPECIFICATIONS. J%l j" PRESSURE TREATED STRAPPING ® 24" O.C. (R 1,10) T -NAILED INTO BLOCK. II ° INTERMEIATE WALL_ SECTION 7 TYPICAL EAVE DETAIL_ SCALE: N.T.S. 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\pN DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) ALUM. DRIP EDGE OVER R / INSULATION BAFFLE J%1 �" OVER 1 �" x5�" SPR.>- BETWEEN EACH TRUSS FASCIA — n i _ ..� / Fll l \ --- — --- 7_�A�A TOP OF PLATE PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT j 2" DRYWALL CEILING D TOP OF WINDOWS U 42 - - ----- SEE STRUCT. ENGINEER'S SPECIFICAIIONS FOR CONNECTION REQUIREMENTS i ALUM. DRIP EDGE SET IP ROOF CEMENT & NAILED J"A1 " BLOCKING PREFIN, ALUM, FASCIA 8 VENTED SOFFIT. CLEAN COMPACTED, TERMITE TREATED FILL, 6 MIL.. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USL ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT FAVFS ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES @ 24"O.C. MAX. W/ 6d GUN Du"LL14 ivr yr UUnU. Dw�n M v/a Vr RVVI TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV, MTL LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (d" NOMINAL THICKNESS) GARAGE B" CONIC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) aL a FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YP CAS_ ONE STORY WALL_ S ECT O N 2 SCALE: N.T.S. VENTED SOFFIT INSTALLED PER MANUFACTURER'S D� SPECIFICATIONS INSTAI-I_ WINDOW PER WINDOW MANUFACTURER'S -SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RFS R613.6 & R613.7.5 00 SECOND FLOOR c� rl PAINTED DRYWALL 1�"x3�" STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) �8„ BATT INSUL FILLED (R-13) " OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS 4 OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV MTL LATH W/ #15 FELT PAPER OVER APPROVED __ S D 9 , / HOUSEWRAP. (� NOMINAL THICKNESS) FINISH SECOND FL00R j j16" DEEP OPEN WEB FLOOR IRUSSES P� FLOOR TRUSS LAYOUT TOP OF C.M.LI, WALL 1 BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS -- STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT RFOUIREMENTS) I REINF. ['RECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HOR17ONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) INSTALL WINDOW PFR WINDOW MANUFACIURER'S SPECIFICA IIONS & INSTALLA LION INSTRUCTIONS PER FBC-RES 8613.6 & R613.7.5 00I old GROUND FLOOR i / PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW r� I Z" PAINTED DRYWALL (R-0.45) Do ACTUAL WALL THICKNESS FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INCLUDING STRAPPING, INSIDE AIR E11 M (R -0.68) DRYWALL & " CEMEN TI COUS J'xl �" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) FINISH = 9 T -NAILED INTO BIOCK. 8" CONC. MASONRY UNIT WAIT (R 1.11) FINISHED TFXTURE COATING PFR BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION ( " NOMINAL THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S TOTAL R. VALUE _ (R-8.61) DRAWINGS FOR FOUNDAT,ON CONSTRUCTION DETAILS - REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. FNGINEER'S SPFCIPICATIONS. CLEANOUT OPENING FOR EACH GROUT CEI_I FINISH SLAB ON GRADE FINISH GRADE 00 PLASTER SKIM COAT OR _zK a PAINTED FOUNDATION WALL - ° 4 - a - •-a, - ' 32' CONCRETE SLAB ON 6 MIL. _ ' r ARIE'POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. / POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) l YP CAL- > `=)TO RY WALL ECTI 0 N SCALE: N.T.S. w F-- 0 I— cnU LTJ n ••••e`e eee••!#Ad 00 N j'WU.v SZ 04 W � z z = W RT i Z :v Co z, F; IlkI� ••• N •••• �� ♦` v �,� •••eeeee••• 0``♦♦♦ a p P� F LLJ LTJ ® �- LLJ 0 =J C Q O �-- LLJ Z m -� s W <r LJ 0 � � v J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SHT OF SD7 0 LZ W z 0 V) cyD UD I- o E-�� I � , Q iJ, (� �4 OE-� CJ .4WZ cc II_Q�o Z Ld (~ Zaf;�Ujfsl 1 LLJ J PLO LTJ zz�_ F LLJ LTJ ® �- LLJ 0 =J C Q O �-- LLJ Z m -� s W <r LJ 0 � � v J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SHT OF SD7 UI �.J ,�J- 1 NOUR RATED - NON- LOADPI-ARING PANP 2X4'`=; FLAT WISE SPACED AT 24" O.C. 1 LAYER g" TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 I-AYER $" TYPF "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECALIEK SLALAN T Al BO ITOM TO TOP OF CMU WALL 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 SPECIFICATIONS) FRT PLYWOOD SIIFATIflNG FOR FIRST 2'-0" UP ROOF TOP OF PLATE 5/8" TYPE X" DFNSGI_ASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD - DO NOT VENT OR PFNETRATF SOFFI I CSi 4 SD6 FINISH SECOND FLOOR TOP OF C.M.U. WAII SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH STAB ON GRADE cx� Q: = FINISH GRADE PLASTER SKIM COAT OR -, r PAINTED FOUNDATION WALL i - - INSULATION BAFFLE BETWEEN EACH TRUSS _ _=A~ATTIC PROVIDE MIN. R19 BATT INSUL. & 2" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGI.ASS EXT 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 RATED (U309EXTERIOR EIRE WALL_ SEE SHEET SD6 " TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) fl" TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MIL. [ATH W/ #15 F ELI PAPER OVER APPROVED IIOUSEWRAP. (8" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR TRUSSES PEP, FLOOR TRUSS LAYOUT BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) 7 - REINF. PRECAST GONG. LINTEL FULLY GROUTED W/ CONT. #5 HOR17ONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WALE 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 /" REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER --- STRUCT. ENGINEER'S SPECIFICATIONS. CLLANOUT OPENING FOR EACH GROUT CELL LTJ ~ v O N - N i` O J O 3z" CONCRETE SLAB ON 6 MIL - ARIE� � POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, IERMITE TREATED FILL. . � E- ~ _.POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EXTERIOR WALL_ ECIION (TYP) SCALE:: N.T.S. UA rr41e "V "to ;cove WOOD TRUSSES, GYPSUM WALLBOARD se layer 5/s' type X gypsum wallboard applied at right angles to wood root trusses 24" o.c. with 144" Type W or S drywall screws 24" o.c. Foca layer s/s'r type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1 Th" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 11/i Type G drywall screws 12" o.c. placed 2' back on either side of and joints. Joints offset 24" from base layer joints. Wood trusses supporting 42' woad structural panels applied at right angles to trusses with 8d naits. Appropriate roof covering. Q UL DETAILS Design No, U361 Approx. Ceiling Weight: 5 psf Fre Test: FM FC 172, 2-25-72: ITS, 8-6.98 Bearing Wall Rating -2 HR. FiaARating --66Min. le O.C. C 7 I ► y I b r 0 (' 2.x+�'s iirestop* 1. Nalheada - Ex posed or cared + tied h joint fin er.. 2. Joints - Exposed or covered with filler tope and joint fnisber. As as alternate, nominal 13 in. thick gypsum *vomer plaster maybe applied to the entire surface of Classified veneer baseboard. Joints reinforced. 3. Nab, -16d cement coated nails 1.718 in. hang, 0.0915 in. shank diam,1/4 in. diam heads, and fid cement coated -Saila 2,-34 in. keg, 0.113 in. shank din, 91132 in. diem heads. 4. Gypsum Board - * - 318 in. thick, two 'layers applied either horizontally or vertically Inner layer attached to studs with the 1-718 in. nails spaced 6 in. II Outer layer attached to studs over inner layer with the 2,-318 in. long nails spaced 8 im QC. Vertical joints located over stods. All joints in fabs~ layers staggered wit joints in base layers. Joint of each base layer offset with joints of base layer on opposite side. Sten used in widths other than 48 in., gyps= board to be installed honmntaily When Steel Framing Members* (Item 6) axe used, Mase layer attached to furring channels with 1 in. fang Type S bugle -head steel screws spacedmax 24 in. +Cx face layer attached with 1-54 in. lord Type S bugle -head steel views *need max 12 in. IOC.. UL DETAILS U _ / UL DESIGN U338 1 d'aalan No. U234 3 September 15, =u, or N.ring Wall Reading - i MR (Aw teres, 2 end 2A) NOW RWM -OM Layer or NMOM rd - Min, 2D Mm. Tons Layers of wallboard - Mn. IS Palo Load RaslrMad M Caeedlen Application. - Pea dolts EERU 4 1 2 Pill 1 2a 03 MTAL SECTION 1. Wood shots - Nom 2 by 3 0 2 by 41n., net Was, M a ed 24 M. O.C. max, eRedlyaly hesbppad. 2. GyPeum Board• - For Nonteamg Wall rating - One oyer or WE In. thick, gypsum board assured or each Noe of studs. Gypsum board applied honsonblly or vertically, wk* wwkd below, with vertical ]ones centered on surds, and nalled to studs and bearing plebs 7In. O.C. with 6d cement coated hags, 1-7/0 In. Iwg, 0.0915 In. shank elan end t/4 In. dlam head. As an aaemete, No. 6 bugle head drywall evaM, 1-7/9 In. long, may ba substituted for mead cement Watsd halls 20. GYPSUM seats• - (As an altirri to (ben 2, not shown) - For Nonbearing Well rating - Any 5/9 In, thick gypsum paneN supplied by the Classified Companies Ilsted below shown Gypsum Soard• (CKNX) category. Applied horizontally or vertically and atbdletl to studs and baring plats with I-JU4 in. ting Type W coarse thrad gypsum panel steel :craws spaced a mss 8 In. OC, With lost screw 1 in. from edge of bard. When used In widths other than 48 In., gypsum boom to be Impelled horizontally. CANADIAN GYPSUM COMPANY UNIM STATES Gypsum CO USG MEXICO S A DE C Y 2C. Gypsum Gwrd• - Same as Item 20. For Bearing Wall ratkV - Additional layer of 5181n. thick, 4 R roe wallboard each side of assembly. Attached b studs ower Inner layer 8 In. O.C. Mex with 1-7/8 In. long Type War cose "sum sum panel steel :emus. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MOQCO s A DE C Y 2D. Gypsum SSM• - (As an :hamate her Item 2, not shown) - For Nonbearing Wall rating - 5/8 in. thick gyp urn panels applied hanzomally ar varto.ly and attached to studs and baring plaice with 1-1/4 In. long Type W coarse thread gypsum pond Steel (Claws spaced Is max 8 in. OC, with lest straw 1 In. from edge of board. When u a d In widths other than 48 In., gypsum board to be Installed horizontally. AMERICAN GYPSUM CD - Types AGX• 1, AG -C CERTAVMMD GYPSUM IMC - ProRm Type C or P.R., Type X CERTAIWMED GYPSUM CANADA INC - PTGRuc Type C or ProRp Type X TEMPLE-INLAND - Type TG -C 2E. OyPum SSM• - Some as Item 20. For Samg Wall rating - Additional layer of 5/8 In. thick, 4 R wide wallboard Each side of a MI'l. Attached to studs over Inner layer 81n. O.C. max oft 1-7/8 In, long Type W course thread gypsum I.. steel screws. AMERICAN GYPSUM CO -Typo AGX-1, AG -C CERTAINTEED GYPSUM INC - Pro Roc Type C or Proxoc Type X CERTAIMTEED GYPSUM CANADA L4C - PrORM type C or Proltoc Type X TEMPLS-INLAOID - Type TG -C C 2F. Gypsum Stands ds - (As an alternate to Item 2, not shown) - For NatMaring Wall rating - 5/8 in. thick gypsum IM MM, with square edgers, applied Minor honzonblly or vertically. Gypsum panels fastened to homing with 1.1/4 In. long TYPO W coo" inroad pyDeum panel Seel acmes Spaced a mall 8 M. OC, with last 2 Knows 1 End 41n. from ado. W board or nallred a dscribed In Item 3. Whan wad In widths of other than 46 in., gypsum boards are to be Installed horizontally. / TEMPLE-INLAND - Gre.n.lass Type X. C\ TEMPLbINLAND -type X ComfortGuard Sound Doadaning Gypsum Board. C 21. wall and Partldon FrLl ags MM AcaaaaoW r - (As an alternate to Ibnn 2 through 2N) - Nominal 5/8 In. thick, 4 R wide panels, applied vertically and seared n described In Rem 2 or 2A. SERIOUS MATSRIALB INC - Types Quietrtock ES, QuietRpck 527 3, tomb and Mall Ne sds - Gypsum board joints of outer layer covered with paper tope and joint compound. Nail heads Of outer layer 1"Ined with )blcompound. mpound. Ae an alternate, nom m 3/32 In. Kk gypsum venser plasterin may be applied the entire surface of Clasalfiad vadeer baseboard with Jdnta reinforced with purr bps. 4, path moa Monkala• - (Optional) - Max I in. thickness glop or minimal fiber belt Insulation. C and tlanlMb• (82)Z) category for names of Classified companies. OA. -P-Ow, Sp ".i E - AA an alternate to Battu and Blankets (Rem 4) - Spray applied c lluloso materiel. The Boer Is applied with water to completely ml the Included cavity, In accorance with the application Instruction supped with the product, Nominal dry density of 9.0 Ib/R2. Alternate application mstbed: The Boar Is applied with U.S. Graenfiber LLC Type ADI00 hot melt adhalve at a nominal ratio of oft pelt adhesive to 6.6 parts fiber to complet.y fill the andcaad cavity In accordance with the spoliation Instructions supplied with the product. Nominal dry density of 2.5 Ib/Rz. U E SRSENPINR L L C - Cocoon2 Stabilized or Cdcpn-FRS (Fire Rated Material) 45. Nor, Sprayed- - As an alternate to Belts and Blankets (Item 4) and Item 4A - Spray SPpMd cellulose Insulation C material. The Roar Is pDlied with water to Interior surfaces In accordance with the appllc~ Instructions supplied with the puct. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic R. IN rodWOOL CO INC - Caliuldas Inwbtion C 4C. Flbar, Spravod• - As M alternate to Balls and Blankets (Item 4) - Spray applied cellulose fiber. The fiber N Applied with water to completely fill the Indeed cavity In accordance with the application Inspuldlons supplied with the product. I he minimum dry density shill be 4.30 Matrix. I INTERNATIONAL CELLULOSE CORP - Carlini 1\\ shag the UL Classification Mark 7 UL DETAILS UL DETAILS R€ TE WITH PERMISSION FRC�bI UNDERWRITERS LABORA C�1PyRl�� UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PI_ YWOOD SHLATIIING ON _ PORCH ROOF 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH -1 ° 1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING� /­ ,/ _ CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAIL. SCALE: N.T.S. r \� D 8 2x4 P.T. FRAMING Al 16" O.C. - --- FIRE RETARDANT TREATED PI YWOOD SHEATHING ON --- PORCH ROOF I . /rl I I II � II ' -. `,. S D 8 LV - BFAM - 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE 2 -AYERS 5/8" TYPE "X" DRYWALL INSTALL AND FASTEN PER RESISTANT EXTERIOR b_JL DEIAII LJ301 THIS SHEET SHEATHING USED AS - -- - - SOFF I l BACKER BOARD DO NOT VENT OR HOUR RATED GA FILE NO, RC2602 PENETRATE SOFFIT 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEAIHING ON PRE -FINISHED ALUMINUM PORCH CEILING /' 3 SOFFIT AND FASCIA TO MATCH C�T�LTNTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE 2 PC:)f�CH OVERHANG DE TAIL SD 8 SCALE: N.T.S. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROCN 2x4 P.T. FRAMING / 3 TYPICAL_ PORCH OVERHANG DETAIL SH SCALE: N.T.S. -'ER Z V) V) C/ ) O I- -- H- H- Z Z Z CL L,J W W Cn O O O LTJ U U U LTJ LTJ LTJ LTJ L,J LiJ Q:� ry CII U U U �a 1411! Li 000, Ir W LL fV tZ, o . �Z Z O g or U pct"! : O= = - < z as • ` J ��'�//►itllfl�lf����� a o J LL. LTJ ~ O N O N - N i` O O O O Z V) V) C/ ) O I- -- H- H- Z Z Z CL L,J W W Cn O O O LTJ U U U LTJ LTJ LTJ LTJ L,J LiJ Q:� ry CII U U U �a 1411! Li 000, Ir W LL fV tZ, o . �Z Z O g or U pct"! : O= = - < z as • ` J ��'�//►itllfl�lf����� a o J LL. (10 � U 0 G= _ ��Dj Z � 0� O _<w (7 C) 0 U��� LSI < ® F- �L C]:� < < < CL :2 _J -'2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/04/11 SHT OF i` O 0 W c0 t- � E- ~ UD w � �- rN ^ V 1 F" i Iuulu FFO-�1 w fo W �o 0 x © L) LTJ LTJ (10 � U 0 G= _ ��Dj Z � 0� O _<w (7 C) 0 U��� LSI < ® F- �L C]:� < < < CL :2 _J -'2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/04/11 SHT OF