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2117, 2121, 2125, 2129 Victoria Glen Dr (a)MATTAMY HOMES LOCH LAKE TOWN HOMES SAN ORD, FLORIDA BUILDING 6 LOTS #29 THRU #g2 Construction Documents & Project Coordination TrE DESIGN TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: tfrost@t-f-design.com 'REV�S�ONS REQ # DATE DESCRTTION 00 01/18/12 ISSUED FOR PERMIT TPTH06E TPTH03 TPTH02 �IF I HuDL29 EL.EV. 'AELEV. 'B' 31 EEEVA' ELEV. 'B' (REV.) Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com Structural Engineer of Record I MONTA CONSULTING & DESIGN of WMR AND ASSOCIATES, INC. Cert. of Authorization No. 9177 222 S. Westmonte Dr. Suite 100 Altamonte Springs, FL 32714 TEL: (407) 681-1917 GENERAL DESIGN CRITERIA Builder &Owner MATT"Y%� Id 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FBCR 2007 EDITION WITH 2009 AMENDMENTS. OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 5B DESIGN LIVE LOADS (MINIMUM) A) FLOORS - 40 PSF B) BALCONIES 60 PSF C) DECKS - 40 PSF D) STAIRS - 40 PSF E) ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1) BASIC WIND SPEED = 120 MPH ( 3 SECOND GUST) 2) WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3) WIND EXPOSURE (ALL SIDES) = B 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: (-) 35 PSF, (+) 26 PSF FOR ROOF LOCATIONS: (-) 65 PSF, (+) 11 PSF ap It O r. tn U) N 0) r- U- C LL a) � �� CZ Il_ L N O DRAWNG N SHEET NO. SCALE DESRIPTSON DATE C-1 d' O COVER, INDEX, REVISIONS, Hc BC1 0 N NOT USED BC2 Z C- ,14 z M BUILDING COMPOSITE FIRST FLOOR PLAN N BC3 > E- PLO .!4 '' 0 14 BUILDING COMPOSITE SECOND FLOOR PLAN 0 01 o L) w Ir BUILDING COMPOSITE FRONT AND REAR ELEVATIONS ■ (%� d' Cl) (n BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS F O co C BUILDING COMPOSITE ROOF PLAN 2:'% 0CZ o C'7 CZ Q?.N UNIT TPTH06EA FLOOR PLANS AND DETAILS } 0 UNIT TPTH06EA ELEVATIONS AND DETAILS 1.3A UNIT TPTH06EA BUILDING SECTION AND STAIR DETAILS, SEWER RISER 1.4E DESIGN QUADR DRAWN TJF/AT UNIT TPTH06EA ELECTRICAL PLANS C 2.1 B Cf UNIT TPTH03B FLOOR PLANS AND DETAILS 2.2B O � UNIT TPTH03B ELEVATIONS AND DETAILS 2.3B Q_ UNIT TPTH03B BUILDING SECTION AND STAIR DETAILS, SEWER RISER 2.4E UNIT TPTH03B ELECTRICAL PLANS 3.1 A o (3 UNIT TPTH02A FLOOR PLANS AND DETAILS OW— 3.2A UNIT TPTH02A ELEVATIONS AND DETAILS 3.3A UNIT TPTH02A BUILDING SECTION AND STAIR DETAILS, SEWER RISER 3.4E /o UNIT TPTH02A ELECTRICAL PLANS 4.1 B •®® ••• �C1.4 UNIT TPTH05EB FLOOR PLANS AND DETAILS r- N 4.2B '4xioN� d" 8 dW p UNIT TPTH05EB ELEVATIONS AND DETAILS 4.3B Cb ® +� (V LU d. Mgti UNIT TPTH05EB BUILDING SECTION AND STAIR DETAILS, SEWER RISER 4.4E .2 �-s 6 .' UNIT TPTH05EB ELECTRICAL PLANS U S1 • STRUCTURAL NOTES S2 / �i�re``e c < FOUNDATION PLAN S3 J DOWEL LAYOUT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS SD6 FIRE SEPARATION WALLS AND DETAILS SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS SD8 FIRE SEPARATION WALLS AND DETAILS MATTAMY HOMES LOCH LAKE TOWN HOMES SAN ORD, FLORIDA BUILDING 6 LOTS #29 THRU #g2 Construction Documents & Project Coordination TrE DESIGN TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: tfrost@t-f-design.com 'REV�S�ONS REQ # DATE DESCRTTION 00 01/18/12 ISSUED FOR PERMIT TPTH06E TPTH03 TPTH02 �IF I HuDL29 EL.EV. 'AELEV. 'B' 31 EEEVA' ELEV. 'B' (REV.) Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com Structural Engineer of Record I MONTA CONSULTING & DESIGN of WMR AND ASSOCIATES, INC. Cert. of Authorization No. 9177 222 S. Westmonte Dr. Suite 100 Altamonte Springs, FL 32714 TEL: (407) 681-1917 GENERAL DESIGN CRITERIA Builder &Owner MATT"Y%� Id 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FBCR 2007 EDITION WITH 2009 AMENDMENTS. OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 5B DESIGN LIVE LOADS (MINIMUM) A) FLOORS - 40 PSF B) BALCONIES 60 PSF C) DECKS - 40 PSF D) STAIRS - 40 PSF E) ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1) BASIC WIND SPEED = 120 MPH ( 3 SECOND GUST) 2) WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3) WIND EXPOSURE (ALL SIDES) = B 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: (-) 35 PSF, (+) 26 PSF FOR ROOF LOCATIONS: (-) 65 PSF, (+) 11 PSF ap It O r. tn U) N 0) r- U- C LL a) � �� CZ Il_ L N O �cJI- Iva T WMR Z JOB No. E SCALE o DATE N d' O Hc , HUAC6z COE� 0 N O W Z C- ,14 z M ''t N —J F— > E- PLO .!4 '' 0 14 F- 0 01 o L) w Ir ■ (%� d' Cl) (n F- `", O co C 2:'% 0CZ o C'7 CZ Q?.N } 0 X00 DESIGN QUADR DRAWN TJF/AT LMrO C `C (0� Cf Z j O � Q_ Cr Z --� o (3 r � NZI--.� OW— O /o •®® ••• �C1.4 T'-- r- N '4xioN� d" 8 dW p Cb ® +� (V LU d. Mgti Z Z -' .2 �-s 6 .' U • / �i�re``e c < fill J �cJI- Iva T CHECKED WMR Z JOB No. �o A~aH� SCALE d DATE 07/14/11 Z° d zM rn W I UH , HUAC6z COE� 0 N 0.4axZa�� 11�0 Z C- ,14 z 5 O %.� z —J F— > E- PLO .!4 '' 0 14 F- 0 01 o L) w U W wZ 0 (n 0� _ CHECKED WMR s JOB No. g05/117 SCALE AS NOTED DATE 07/14/11 Z° 0 N 11�0 5 ou M= F— 0 -J wZ 0 0� _ O � 2 w o Y 01 14LLJU 0 X00 DESIGN QUADR DRAWN TJF/AT CHECKED WMR DWG.No. JOB No. g05/117 SCALE AS NOTED DATE 07/14/11 SHT 1 OF 20 C-1 F+3 20'-112" 20'-0" 20'-0" 1 20'-112„ �rL TH0EJE P2TPTH05E E�� 'A' 30 ELE�� 'B' 31LE�� ➢A9 32 ELEV, 'B'REQ. C ) FOR FLOOR PLAN DOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS FOR FIRE SEPARATION DOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 4 UNIT BUILDING11 s-EC'.'OND FLOOR PLAN 3/16 e 19-099 WALL SYME30LS 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 ALSO WALL SECTION 4/SD8 LSV Z 0 a L.�➢ ®Q®®°°r►±iti�iPr®r� a o CNII �b�as ®rm,meammwe®mm ®p� Lc,—^ � e� LJ O �^® z ®✓'<r��®/fpr....®�i m®° �, o•`'` ` a i o n LCL ~ d+ wz` A oc� I- vi zin 0 Wz o �;4oa zojAE5 jl 0 E50 a�0zx c oa � o�E z J o z Uaa�zO 0ai I a 00 �9 o L) CQ F— W LLI V) o N Z (' V) LLJ omm =Y0') 0 Wry <00 DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -3 SHT OF 6:12 x O O cD cD • � M M M . 6:12 0 0 x X 00 PO 00M M "a8x"SC PATIO OITA9 DOOR 9000 6:12 0 0 x X 00 PO 00M M LD M M 6:12 '. • o 0 10 000 M M 72"x96" "aPx"SC PATIO OITA9 DOOR 9000 LD M M 6:12 '. • o 0 10 000 M M 72"x96" 0000_ PATIO DOOR TPTH05E I TPTH02 (T- PTH03TH06E32 ELEV. 'B' (REV.) J:E-EV. 'A' 30 LEV. 'B' 29 ELEV. 'A' REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 6:12 NOTE: PLATE IS RAISED TO 9'-1" FOR FRONT BEDROOM THIS UNIT 6'12. 6:12 29 TPTH06E —EL EV. 'A' E1 I E2 4:12 E3 6:12 E4 TPTH03 TP TH02ELEV.'BLEV. 'A' FRONT ELEVATION C2 TPTH05E ELEV. 'B' (REV.) FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 4 UNIT BUILDING FRONT AND REAR E 59 3/16 V-0 TOP OF PLATE TOP OF WINDOW O 00 FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW d - O FIN. GROUND FLOOR FIN, GRADE TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD a I TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR .. Ln Ed 0000_ c_ 000 000 _0000 0 n IN X02 LLJ 29 TPTH06E —EL EV. 'A' E1 I E2 4:12 E3 6:12 E4 TPTH03 TP TH02ELEV.'BLEV. 'A' FRONT ELEVATION C2 TPTH05E ELEV. 'B' (REV.) FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 4 UNIT BUILDING FRONT AND REAR E 59 3/16 V-0 TOP OF PLATE TOP OF WINDOW O 00 FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW d - O FIN. GROUND FLOOR FIN, GRADE TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD a I TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR .. Ln Ed 0 n X02 LLJ ®®®®r,e►iQ►►►e,' w o `4 •see ® rfi W O :• • .� Z Lf. cc* L ' + • • v e C.) 00 .. h F., J t•,. Z . !• 0000 ►�,e�� <t" c� � wz c� A~o m z rn boa z0;1A�CO m a P4 z0 AE��v � Z �D .. del W z p" rz,O © � cC90��a Z Z 0 0 W Ld cr _ V) L o N Z (.r) Li 0 omm = o Y U Ld�_V) cy-Qoo a- M J —A DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -4 SHT OF 6•�2 2� TPTH06E ELEV. 'A' UPGRADED CORNER ELEVATION TOP OF PLATE TOP OF WINDO SECOND FLOOR TOP OF WINDOW o Go r FIN. GROUND FLOOR FIN. GRADE 00 6:12 6:12 s•, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 32 TPTH05E ELEV. 'B' (REV.) 4 UNIT BUILDINGIX LEFT AND RIGHT END ELEVATION'S-)' 6:12 6,N9. El WALKWAY 'A' SHUTTERS 6 �2 6:12 6:12 E2 FRONT ENTRANCE 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY 6:12 E3 WALKWAY ELEV 'A' SHUTTERS E4 WALKWAY ELEV 'A' WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 4 UNIT BUILDING -7 ENTRY SIDE WALL ELEVATIONS. 9 95 3/16 1 -0 TOP OF PLATE TOP OF WINDO SECOND FLOOR TOP OF WINDOW I 0 0 0 _e FIN. GROUND FLOOR i FIN. GRADE 00 Lb.➢ Z F-- In Ld �l it Na®`�®►►►',�tr�s®r®`,®®r Q 0 041 `JN� ® �I4q ,,,,+ Lu .w . C3 ® U 0 X11+{ � � z �0 A �o co �. o z� e 0 Z0�A� to .-.. a�oza LIIJ 0 �gE0A�" -�I ��1E� W� LLJ ILEI U I O . Q x o E�.,pa�EH . � �.- LLJ O w Liw r o o N c0 M 0= 00 z0 w-1D 0 Lu gym= C) =w 0 Ld 0<00)0 � J J DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC-5 SHT OF __...... __ _ _-- _ __ I� � _ _ _ _ _ _ — __— —__ ____ _... .,. _._., _,...._a. __ _-- 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 423 SF TOTAL AREA UNDER ROOF 2024 SF 21,1A DATE 07/08/11 W U 6080 PATIO I- 171 -�G z O JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM p Lu ULu _j �J L N U ~ _ CD 2 2 2 `� w O J m J of � Z s m Z z W CD W I- Q z� W z w ¢ w ¢ W o Z a_ [if z _ ~ o_ = c� Y U o o o- O o SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED _ a ❑ p J O F- 0 2'-8" D p W B LABEL YES FOR 1 HR RATED WALLS a } w O Z D Z D OO 0 z w W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO 1 C W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 274" 50j" 9.32 NO 8'-0" W22 1 H5SH BLOCK SINGLE HUNG 26�' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO A 1.1 W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 604" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50R" 13.01 NO 0� Lu W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 8CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES RATING OF 1 HOUR WHERE LIMITING 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 W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 7214" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 509" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES 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 CONCRETE BLOCK WALL REINFORCED PER W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES OASIS O Jj _D 17R cONTRACTOR SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) FOYERS 1 CARPET TEM ERED O �o, VERIFY THAT DELIVERED BLOCK HAS CORRECT PORCH TILE o No0 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 GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF 21,1A DATE 07/08/11 W U 6080 PATIO DOOR -�G 5'-101 11'-71" 3'-51" JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM nico Imo= EQUIPPED WITH BACK DRAFT DAMPER. MICROWAVES LOCATED ABOVE A COOKING _j �J L Li p a y 2 2 2 SEE DRAWINGS SPECIFICATIONS O r J m (n O O Z O I- Q - W z F a a J U Z a Of O _ ~ o_ = c� Y U J O W[-- Iw- O� O � SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED _ (n Z E 0 Z O KITCHEN 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS <m 1 A 2'-8" 8'-0" 1 R4 �I �- GLASS 1B 3'-0" 6'-8" 1" R4 45 MIN. YES FOR 1 HR RATED WALLS - 1 C 3'-0" 6'-8" 1 R4 W57 W57 W55 ADD TRANSOM / ELEVATION I 1D 3'-0" 8'-0" 1 R4 11'-5 TEMP GLASS FRENCH 18 LT QC) OI w CM 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 2U 2'-8" 6'-8" 1 L -J A 1.1 INTERIOR DOOR 8' CLG, TYP. 2'-8" 8'-0" 1 OO INTERIOR DOOR 9' CLG. TYP. O3 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. UNDERLAY UNDER RESILIENT AND WOOD 2'-6" 8'-0" 1 L.fa INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT FLOORING BUILDING FACE INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 0� Lu INTERIOR DOOR 9' CLG, TYP. L_--- O 2'-0" 6'-8" 1 ®- INTERIOR DOOR 8CLG. TYP. 0'_0 cn 5� 2'-0" 8'-0" 1 /� -INJ W _J INTERIOR DOOR 9' CLG. TYP. RATING OF 1 HOUR WHERE LIMITING 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG, TYP. 6UA 2'-2" 8'-0" 1 F-- INTERIOR DOOR 9' CLG. TYP. �7 1'-6" 6'-8" 1" --- INTERIOR DOOR 8' CLG. TYP, -2 CL } � )- 5 �" W �- V-6" 8'-0" 1 " u INTERIOR DOOR 9' CLG. TYP. 38"X�_ ARCH NICHE 0) PATIO 10'-O"x 8'-0" CONCRETE 2 A (A C 21'-0" FIRST FLOOR AREA CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING W53 � 10'-8" 01588 SF 5'-4" 13 SF PATIO 10'-O"x 8'-0" CONCRETE 2 A (A C W92 GATHERING ROOM CARPET 12'- 78" � W92 SIN Ln f N� 0 I iLn W92 ELECTRIC PANEL (-)0'-4" LOC. SEE EL CTRI SHT E5.1 ME rER A NICHE _ "' LINE OF SYNTHETIC STONEI WAINSCOT N I N Q ry 7'8" HIGH WT DROPPEDCEILINGte1611» OR 9FR� I ED �0 CEILING HWT Ln (7'-4" HIGH N r CEILING) PROVIDE \\ PAN N UNDER HT 4'-5a 5 8 GARAGED I r-100 I 0 N I I I LINE OF FLOOR ABOVE L- - - - - - - - - - - - - - - - - - - - 16'0"x7'0" O.H. DOOR -4"�, 16' O" 18'-8" 9 FIR,_'__'T'FL00R PLAN, } I I SHUTTERI �IN DETAIL I °' SEE SH I 00 5.2A I I T- - - - 71 o - 4' 2' - 4" SIN d 0 rn I N I 20'-1121 " ELEV. 'A' FIRST FLOOR AREA CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING W53 � LIlJ Q 01588 SF COVERED PORCH AREA 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF 21,1A DATE 07/08/11 6080 PATIO DOOR -�G 5'-101 11'-71" 3'-51" JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM nico Imo= EQUIPPED WITH BACK DRAFT DAMPER. MICROWAVES LOCATED ABOVE A COOKING _j �J L a y 2 2 2 SEE DRAWINGS SPECIFICATIONS O BY CABINET j z �I� �I N MFR FOR 3 1 SDI licf� FRAME WALL CONSTRUCTION (2x4) O CEMENTITIOUS FINISH � SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED �o u KITCHEN CAB KITCHEN DW- TEMPERED FINISHED TEXTURED COATING PER BUILDERS DINING ROOM <m ELEVATIONS _ TILE �I �- GLASS CARPET Lu FLOOR TRUSSES BY REGISTERED TRUSS MANUFACTURER. (SEE STRUCTURAL ENGINEERS I - - W57 W57 W55 I 8'-78" NAILING SCHEDULE) PROVIDE DRAFT STOPPING 11'-5 QC) OI w CM I I I w/ EVERY 1000 S.F. BRACING IN ACCORDANCE 16" p L -J A 1.1 BARRIER PER ASTM C 1063 &APPROVED OO 7 78„ 3'-2„ 1,- 0� 1 ��r a UNDERLAY UNDER RESILIENT AND WOOD L.fa o' m O 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT FLOORING BUILDING FACE r R , 0� Lu - - - - - - - - - - - - - - 60"x36x20" �\ L_--- I 17 O EXPOSED EXTERIOR WALLS TO HAVE A FIRE RESISTANCE DISTANCE ®- 0'_0 cn /� -INJ W _J RATING OF 1 HOUR WHERE LIMITING L___J \ / 0-) a z U J F-- --- FURNITURE -2 CL } � )- 5 �" W �- CONCRETE BLOCK CONSTRUCTION - O CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF u 38"X�_ ARCH NICHE 0) 72"RECESS Q s 11 PO SPECIFICATIONS OVER 1/2' THICK PRIMED 3 2" DEEP L� BATT a- c COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 5'-6j" 5'-316°7 _ z MASTE/� C [ SUITE R 5 U I TE � p J CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR EQUIVALENT THICKNESS. TO ?� Q 3'-8" 1D OASIS O Jj _D 17R cONTRACTOR FOYERS 1 CARPET TEM ERED O �o, VERIFY THAT DELIVERED BLOCK HAS CORRECT PORCH TILE o No0 OF WALL. 1x2 PRESSURE TREATED RATING, PARTY WALL TO HAVE 1 1/2" P.T. GLA S rIN m p � STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. W _j Co a x C° z ❑ y BLOCK. FI -FOIL AA -2 VAPOR SHIELD _ ENCLOSURE U OU O w REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL L - o� z Cn of Q W92 GATHERING ROOM CARPET 12'- 78" � W92 SIN Ln f N� 0 I iLn W92 ELECTRIC PANEL (-)0'-4" LOC. SEE EL CTRI SHT E5.1 ME rER A NICHE _ "' LINE OF SYNTHETIC STONEI WAINSCOT N I N Q ry 7'8" HIGH WT DROPPEDCEILINGte1611» OR 9FR� I ED �0 CEILING HWT Ln (7'-4" HIGH N r CEILING) PROVIDE \\ PAN N UNDER HT 4'-5a 5 8 GARAGED I r-100 I 0 N I I I LINE OF FLOOR ABOVE L- - - - - - - - - - - - - - - - - - - - 16'0"x7'0" O.H. DOOR -4"�, 16' O" 18'-8" 9 FIR,_'__'T'FL00R PLAN, } I I SHUTTERI �IN DETAIL I °' SEE SH I 00 5.2A I I T- - - - 71 o - 4' 2' - 4" SIN d 0 rn I N I 20'-1121 " ELEV. 'A' FIRST FLOOR AREA CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 14 14 15 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 5 SHELVES FOR 9' CEILING RANGE HOOD VENT (FBC-M1503)_ RANGE HOOD VENTED TO EXTERIOR AND LIlJ Q 01588 SF COVERED PORCH AREA 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF 21,1A DATE 07/08/11 Q -�G 5'-101 11'-71" 3'-51" JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SHT OF EQUIPPED WITH BACK DRAFT DAMPER. MICROWAVES LOCATED ABOVE A COOKING 2 2 2 SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 3 1 SDI FRAME WALL CONSTRUCTION (2x4) O CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED TEMPERED FINISHED TEXTURED COATING PER BUILDERS GLASS SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS MANUFACTURER. (SEE STRUCTURAL ENGINEERS W57 W57 W55 COAT CEMENTITIOUS APPLICATION OVER GARY. METAL LATH WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING w/ EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD o OAKER TUB (� O 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT FLOORING BUILDING FACE 0 - - - - - - - - - - - - - - 60"x36x20" �\ 21 INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXPOSED EXTERIOR WALLS TO HAVE A FIRE RESISTANCE DISTANCE ®- /� -INJ W _J RATING OF 1 HOUR WHERE LIMITING \ / 0-) a z U J IS LESS THAN 3'-0" 1 --------- ( 6'-04" -2 CL } � )- 5 �" W �- CONCRETE BLOCK CONSTRUCTION - O CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF u 4 Q s 11 PO SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED L� BATT a- c COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) MASTE/� C [ SUITE R 5 U I TE � p J CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR EQUIVALENT THICKNESS. TO OASIS O Jj _D STRUCTURAL ENGINEERS SPECIFICATIONS cONTRACTOR 1 CARPET TEM ERED Ow a ` TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT 2 W l �- OF WALL. 1x2 PRESSURE TREATED RATING, PARTY WALL TO HAVE 1 1/2" P.T. GLA S rIN m p � STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. SHO�ER 1 x C° z ❑ y BLOCK. FI -FOIL AA -2 VAPOR SHIELD ENCLOSURE OU O w REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL - - - - --� Cn INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR / 9' HIGH COFFER \ N _ (R-8.61) FECONTINUOUS FROM FMASONRY „ 3 -23 IREWALL BELOW,,TOUNDERSIDE OFROOF / \ 4 L - - INTERIOR STUD PARTITIONS 3 SHEATHING. SHAFT LINER ASSEMBLY PER UL U373 AND INSTALLED PER MANUFACTURERS 42" HIGH BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. HALF WALL 0 FOR 2 STORIES TO 10'-0" MAX HEIGHT. O PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 0 ROOF CONSTRUCTION tt 0) 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. C T T T NON-BEARING PARTITIONS TO BE 2x4 SPF#2 OR 2x6 SPF#2 @ 24" O.C. GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED PRE-ENGINEERED ROOF TRUSSES BY TRUSS �M „ W57 _ _ 113 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM Q 3 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O EXPOSED FLOOR TO EXTERIOR W. . C . �� I �71 1 1 68 " 4 PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. x FLOORS BETWEEN CONDITIONED AND V 8" - ROOF VENTILATION I �rrrl ,Peres O - - 1 UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE �� //' W er `D w SDI APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF 011, �® �!°► SI® D. p CO WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ®•®eeee®eI� tIo NTED REQUIRED BY CALAULATION o •• •e '�,r� c: j _ � -=J AHU 5 ATTIC OVER LIVING SPACE .� ® fl-, e• p - - - - - - - - - - - - - 2 OOR O PROVIDE R30 BATT/ BLOWN INSULATION AND o •• I C:n DBLE. HANGING 0 ^- •W cl e F A 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH " " .I e " - LJ " O T N 21 TILE TO BE CEMENT TILE BACKER BOARD PER FB02007 • w N l = Q Z INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 :: e W '�± ®o T O R311.5 1 1 SIN 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WIND W GENERAL NOTES: ��„ ° � z � � � C ® J 9'-12" 4'-102" <'[[i' -i1" 3 - `� AT BASE) EQUALLY SPACED & ANCHORED ®P, • •9 0 I TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES ®e •s 1 e•®• `` O w x STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) oA,•�e•��,••• �:�`�® -� Q z 7 O MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 'j� •I'J p� �� Q J m � 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM 11 Illirr�`` J_ 0 > m DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE BEDROOM Z Ld 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MIN M M AREA FOR SECOND FLOOR EMERGENCY ESCAPE O:D>- DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. j'I CARPET DN Q n- MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 17R 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE a THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING r - - -, = 44" ABOVE FLOOR Of w MAX. NOSING = 1" U C T 1 „ 1,;1 1 „ MIN. TREAD &NOSING = 1 O" 2 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) w 5'-9" 3' 3'-3" 6'-g4 L, 52 4 c -IN MAX. RISER = 7 3/4" ) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, N MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE z:J D L - - - 1 MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE W97 3 `f FLIGHT OF STAIRS LA U N D RTI LE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS W Z ..y PROVIDE - - _ MIN. CLEAR STAIR WIDTH = 31 1/2" ( �--� •411! PAN UNDER I W r - FOR WINDER STAIRS 3.) FIXED GLASS REQUIREMENTS FBC-R613.2) A O M r• F_ FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" ..� T1A WASHER OPTS MIN. WINDER TREAD MEASURED= 10' ABOVE FINISHED FLOOR�"'- 12" FROM INSIDE EDGE PQ UPPERS - MIN. WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING z H ZL J AT ANY POINT (FBC-R613.8) 04 O3MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT C) r,ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE Z O 0 OPT. TUB & OPT. " mC7SURFACE OF THE EXTERIOR WALL FINISH OR WATERE 4 - - - - - i BASE ABINET N O HAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH a 65 �Z a MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR C I o MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR O O a C) O21 MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A x � is 44 �4 I MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND E- I „ C I FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT COMPLYING WITH FBC2007 R613.8.1 W MAXIMUM 4" BETWEEN PICKETS, O �' � Z Z QLRO]R I HANDRAILS TO MEET REQUIREMENTS FOR U W O TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE W O • O x SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR J SIL, eeCC R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" 3 �_ Q a 412 " WALLS BACKING ONTO ATTIC ~ 0 Cq O 4'- 8 -12 5 -22 O O IN WIDTH (FBC-N1 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS u 4 W WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) o SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 1 W SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) W INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SII BEDROOM 2 _ SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE CARPET WALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. N O SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NHRCWLABELINDOW PROVIDING UNTIL ENERGY NS H CTI GC T REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE In AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS EGRESS EGRESS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. W57 W57 �o EXTERIOR FINISH FOR SIDING OR Q I PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. TI-) 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL z - - - - - - - - RISE 7 3/4" MINIMUM TREAD 9' DIMENSIONS ARE MEASURED FROM WROOF ---------- BELOW INSIDE FACE OF STUD TO OUTSIDE C CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 6 Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8» CEMENTITIOUS FINISH O o0 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) 3'-5DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2 6'-10" 2 FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' 1 „ DIMENSIONS ARE MEASURED FROM Z 4'-9" 13'-10" 2 -42 ATTIC ACCESS (FBC-R1001) FACE OF STUD TO FACE OF STU� D. (n W 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULA TIONS ARE W J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F.W MEASURED TO EXTERIOR SURFACE OF X 30" FLOOR PLAN VERT. HEIGHT. ALLOW 30" HEADROOM IN FINISH, MASONRYVENEER, TAT HATCH CATION. (R-30) RIGIDSECOND INSULATIONULATION BACKINGOR SIDING (PER ELEVATION) AS OUTLINE D I- � IN AMERICAN NA TONAL STANDARDS = Y 0 INSTITUTE INC. (ANSI 2765-2003) 3'-6» IL DRYWALL ^� KNEEWALL N OS'329KITCHEN FLUSH BREAKFAST BAR SECTION 1/4 1 -091 AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 926 SF TOTAL A/C AREA 01588 SF COVERED PORCH AREA 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF H � J Lu I- Q C O II - DESIGN QUADRA DRAWN AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED 21,1A DATE 07/08/11 Q -�G SHT OF 6"WIDE x18 1/2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET N0. BL2955 BY SPECTIS OR EQUAL (TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT SIDE ELEVATION "A" 1/499 ® 19_099 �N i N I Ln I N 4„III 4„ 3/4” RECESS SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS D Z_ 2'-4" 6:12 6:12 6,12 AM GUTTER DRAINED TO PORCH ROOF PLATE -, - WINDOW ,1 T 18" ROOF OVERHANG is FIN. SECOND FLOOR FRONT ELEVATION -A"" OLLOW CORE 72"x96" .' PATIO DOOR 1/2" STUCCO PLASTER FINISH (Ground FI. TYP) " 6" WIDE SCORED DOOR J 11 SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A'= 107.42 SQ. FT. INCLUDES PPO- IWNDOW FOR BATH OASIS TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o co i� I 0 o I cc PRECAST STUCK -ON -"STONE VENEER FIN, GROUND FLOOR FIN. GRADEzo REAR ELEVATION "A99 z ri y©•-+ Azc:, ' �3Hz"�a �d.AE5 cc Z IS LV ,-. Li p , amp©a o I 0 Z�DOH W o o zz Uo .. rn a F_I- �wEW� op Z W c V W W Z 0 D Ld Q W ILi 10" 7 EQ. EQ. © C) On _ _ za Ld W „4„ 1�LLF w O 2 LTJ I Y o a LLJ O H U h— VARIES a CL o LL �0 "�7 k DRAWN SCALE 2:1 AT/TJF k DWG.No. 10" WIDTH 7" WIDTH DATE 07/08/11 SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER D Z_ 2'-4" 6:12 6:12 6,12 AM GUTTER DRAINED TO PORCH ROOF PLATE -, - WINDOW ,1 T 18" ROOF OVERHANG is FIN. SECOND FLOOR FRONT ELEVATION -A"" OLLOW CORE 72"x96" .' PATIO DOOR 1/2" STUCCO PLASTER FINISH (Ground FI. TYP) " 6" WIDE SCORED DOOR J 11 SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A'= 107.42 SQ. FT. INCLUDES PPO- IWNDOW FOR BATH OASIS TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o co i� I 0 o I cc PRECAST STUCK -ON -"STONE VENEER FIN, GROUND FLOOR FIN. GRADEzo REAR ELEVATION "A99 z ri y©•-+ Azc:, ' �3Hz"�a �d.AE5 cc Z IS LV ,-. Li p , amp©a o I 0 Z�DOH W o o zz Uo .. rn a F_I- �wEW� op Z W c V W W Z 0 D Ld Q W ILi © C) On _ _ za Ld W 1�LLF O 2 LTJ I Y o F _ JLLJ UD LLJ O H U h— a CL o LL �0 DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT OF 1.2A VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT > i PLYWOOD WITHIN 4'-0" OF PARTYWALL v 3" VTR 2"i L/\ ILI\I VI\ `L VYr1 I 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. N.T.S.PLUMBING RISER DIAOUR, PLAN- MAY BE nnrroe Hoer; N 2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE Tno (17 DI ATF' GROUND FLOOR TO SECOND_FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS ® 9" EACH TOTAL Fl -R. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS G-� STAIR ---1 1/4 99 - 1 �-099 1 MEMO 111 -1 1, NO 0 0. ''. 11111 '11111111illirs) X� OA IBUILDIN--ok-TT 10 N I 0 II --- In nrl u cn LL9 0 0 I z W 0T Z 00 �== U Z C W J F— LLJ W Z Z Z (1) D D 0 DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT OF 1.3A N I W Z 00 Z � Z J V) � W W :2� W 0 Z W I Y 0 F—UH Q � �0� DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT OF 1.3A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 1-7 TIC. 2/0 ALUMINUM LUMINU SERVICE CABLE 2" PVC (3) #2/ ALUMI METER #4 COPPER GROUND PER NFPA ARTICLE 250: GROU AND BONDING UDERkGrROUND ELE( RISER FIRST FLOOR ELEC.ITRICAL S --A EC.OND FLOOR ELEU"TRICAL 95 1/4 V-0 C/L+-- ee NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC 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 FOUR TYPICAL LIGHT SWITCH 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. TYPICAL WALL OUTLET ELEGEN°.d`"9 EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. �4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNf AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION, MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-O BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED, 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5, ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE © JUNCTION BOX WALL QJ - DETECTOR TV JACK SMOKE DETECTOR (, CARBON MONOXIDE/ Q PHONE JACK SMOKE DETECTOR p -Li 00 SPEAKER PREWIRE SPM - SINGLE POLE SWITCH n— N EXAUST FAN/ Ag 3 -WAY SWITCH $ LIGHT COMBO 4 -WAY SWITCH $ EXAUST FAN SWITCH $d WALL MOUNTED ll® DIMMER 0 LIGHT FIXTURE DUPLEX OUTLET CEILING MOUNTED :2 11.— LIGHT FIXTURE QUAD OUTLET RECESSED CAN SWITCHED OUTLET Q LIGHT FIXTURE z RECESSED VAPOR GFI OUTLET O PROOF FIXTURE T GFI OUTLET FLOURESCENT V ABOVE COUNTER LIGHT CEILING SINGLE DEDICATED (D- MOUNTED 220 V OUTLET ) DIRECT WIRE e- CLG J BOX BRACE & LY JUNCTION BOX CLG Q PRE -WIRE FOR Q_ m FUTURE FAN ELEC. SERVICE & LIGHT PANEL A/C DISCONNECT rSIGN DRAWN ECKED DWG. lo. JOB No. SCALE AS NOTED DATE SHT OF 1.4E Q I W �z W J Z p -Li 00 0 F -- W W u n— N rSIGN DRAWN ECKED DWG. lo. JOB No. SCALE AS NOTED DATE SHT OF 1.4E Q I W �z 00 0 F_ Q z 0 Lij W J :2 11.— W = Q z >-- O W V mzto ) W 2 LY < Q Q— Q_ m rSIGN DRAWN ECKED DWG. lo. JOB No. SCALE AS NOTED DATE SHT OF 1.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT, ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA � o 2006 SF � I w U JOB No. 905/117 /� 471-; SCALE AS NOTED W 0 p 0 r w W N C� 0 p_ _ W ca C7 i p W J p z `'� = Z Z d W m a < Z � w wz a_ � bi z w = 0 o d L_ � Z d 0 _ = 0 z p 0 J W I- �_ _ p cn W 0 Z Z Q w a- F-0 Z Z O ly 0O ry Z W FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1 B W21 1H4 SH BLOCK SINGLE HUNG 26�" 50j" 274" 50j" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 274" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 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" 284" 60j" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 509" 37j" 50j" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 37 63 16.19 YES INTERIOR DOOR 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 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 W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES 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 W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 481" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48" 60" 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 I GARAGE AERA � o 2006 SF � I w U JOB No. 905/117 /� 471-; SCALE AS NOTED DATE 07/08/11 w p C7 uj In Cn O p z O Q w = d 0 Z d D' O _ = 0 v 0D J O ui w W 0 0 _ Z w cn z O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1A 2'-8" 8'-0" 1" R4 1 B 3'-0" 6'-8" 1 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 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS U2 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP. 3O 2'-6" 6'-8" 1" -F INTERIOR DOOR 8' CLG. TYP. 3� 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLC, TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 4� 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 0 2'-0" 6'-8"1" INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP. 7� V-6" 6'-8" 1 g" INTERIOR DOOR 8' CLG. TYP. A) 1'-6" 8'--0" 1 " INTERIOR DOOR 9' CLG. TYP. 20'-0" 10'- 4" PATIO 10'-0"x 8'-0' CONCRETE 4'-9" A .3 2 (-)0'-4" AC Z� W91 LC)ICC nico 60FO PATIO DOOR noor DW MIS C T I DINING KITCHEN �-I CARPET TILE N S I I rIco r_Im ri m I o r L J I � 13+ 3 „ Q 3 I 31„ 316 10'- 116 Qo a 13'-8" 5'-716 16 nco r- f 1 X I I ,SD6 11 I R I I SD6 �` I I I I - - - - - - - - - - U - r ` j J 13„ -------- 14-7„ --------- �16 w 0 d X11„ 2'_ 16 3� O m 2'- 14116 I � mow - UC) w GATHERING ROOM i 3m> IN OI CARPET r Q0 00" �� o wa � I d0 m o m m 1 8" DROPPED 1 m© D COFFERED CEILING TOo 0 0 a V) COVER DROPPED STEP 0 0 0=a wQ_j OPROVIDE oaf m RAILING v - - 5/8"TYPE "X" J ry w L---------- -�R� LL �� o Q �IN UNDER STAIRS- - - - -6,-31„ - 71-13„ 1'-916" 4,_02„ 1 n FOYER 1 6 7 ' TILE 17R I STORAGE Ln- 'n PROVIDE 45 _ MINUTE FIRE RATED 521 0 2'-1 ° �- 4 - DOOR w/ RATED 12" DROP JAMB, SILL AND H SOFFIT O WD. CLOSER 1 D TILE IRRO I Ln 1E o DROP PROVIDE 1 LAYER 5/8"row O R G H TYPE X EXTERIOR I 1 -)0,-4" PROVIDE SHEATHING ON PORCH (-)0'-4" 1 PAN CEILING THIS UNIT UNDER HWT11„ 313„ 2 0 2,-68„ 6'_62', 2, 5„ 5'-616 16 78" ELECTRIC PANEL LOC. SEE SHT E1.1 �21C2 ELECT M TER NICHE 21 C? I 2-24' WID SHUT ERS W/ SILL BELO -IN �r CD -------OGARAGE II II 11 11 I I 16'0"x7'0" O.H. GARAGE DOOR \- LINE OF SYNTHETIC STONE WAINSCOT FIR s__'T FLOOR 1/499 ® 19-®99 0 LbJ p- 20'-0„ CONSTRUCTION NOTES (Unless Otherwise Noted) 1„ 1» UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 3 -g2 9 -52 6'-g ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC- ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS, THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 3 FRAME WALL. -CONS RUCTION (294) SUBFLOOR AND FLOOR TRUSSES 3 CENTERED O CEMENTITIOUS FINISH U6 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED SD6 1 OVER PATIO SD6 1 FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS TEMPERED DOOR SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS GLASS BELOW COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING ABOVE W95 GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE TUB W57 W57 BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE `d HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING Z i� 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT17 EXPOSED BUILDING FACE INSULATION, C= - - 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 9 - SEE DRAWINGS SOAKER TU 60"x42"X20' -- - - - - - - - - - - RATING OF 1 HOUR WHERE LIMITING DISTANCE I - BY CABINET SIN \\ // O IS LESS THAN 3'-0" In d 21 cv CONCRETE BLOCK CONSTRUCTION - MFR FORSU I E QCEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL �_/A_S_TER IIFINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM TOPKITCHEN CAB MASTERw V) � C.� SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED V) BATH = I CARPET z d COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) ELEVATIONS OASIS CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 9' HIGH COFFER 1 STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TILE CEILING < TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT I --IN OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. `t I I STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD �� 21 o o r 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL REFLECTIVE INSULATION (R-4.1), 1/2" I d _j INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR TEMP 571 0It m = (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY GLASS > z Of � FIRE WALL BELOW, TO UNDERSIDE OF ROOF I/ INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 1 o w ENCL. \ C w m0 O U373 AND INSTALLED PER MANUFACTURERS cn = d 3 BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. SPEC. 72" 2' 10"31 \ �- - - - - I FOR 2 STORIES TO 10'-0" MAX HEIGHT. 3'-24 \ / �'_�" 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. MIRROR 3'- 1 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 EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE CICO O PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. p O 4 LIN o FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION 11 J/d ®x,1114! 14 AHU UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE ®0� '®� W d' N 1 APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF v® pk O HASE N SD6 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ®o �, ®e®*•d®•eee/ N ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION �`� e••e "'• ®/� tom+ " 2-6 SIN O PROVIDE R30 BATT/ BLOWN INSULATION AND .°, erw ® �+ee Id < �I W. I BI -FOLD BI -FOLD 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH �y r.,, _� a W O z CARPET I LAUN�R TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 r o -- Z Z r r I I PROVIDE T C INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 0 IW 'd • 4 i- z II x I FTILE7 PAN U R OPT. BASE O 13311.5 ;®� ® ; V d C? 1 O I 113 CABINET 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: o • r. J m a I X WASHER . • ddi ,� I m x I AT BASE) EQUALLY SPACED & ANCHORED r • • o �% �h r-� - �r - _- 1'-1" TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES s °• ®' = II m I I IL I I I I r�OPT-1� O STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) // �,® oe�l+•" ;�eU(��1a® 0 0 w II 0 � I I I MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED -iN O ��" z I __ I I _ II-T_UB_ DN 3R �s� m II Q I -17�N oPT.I ' PPERS�� 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM /®//��f� �I�A� J_ O o I J n I L _ - J L - J �_ _ 40' HIGH KNEE DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE Ow p 1 WALL W/ PTD. WINDOW = 5.0 Sq. Ft. y 'S V- O m �PINE CAP 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE Lj O cn II I1-1/1 DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. to z d MINIMUM HEIGHT DIMENSIONFDR EMERGENCYESCAPE4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24"IDN �I MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE li l IL - SD6- - J q R SHALL NOT BE LESS THAN 24" OR MORE OPENING = 20" �I THAN 25" I 7 4 MIN. TREAD 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING r _0MAX. NOSING = 1" = 44" ABOVE FLOOR 6' -04" _ _ 9 1 2 MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) Z MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, �h r DN 3R MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE � 44 MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE ~ C G W4 . C FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS V 21 IN 3'-9" MIN. STAIR WIDTH = 3'-0" W Z MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (F8C-R613.2) Q Ci Cn L_ BATH T C FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" ►� V-4MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR TILE 12" FROM INSIDE EDGE N O r O MIN. WINDER READ MEASURED = 6" 4.) FLASHING 8SEALANTS AND WEATHERSTRIPPING � AT ANY POINT /�� MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT O U A Uj CO 3„ ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE z U52 N t0 s7 3'-44 SURFACE OF THE EXTERIOR WALL FINISH OR WATER TIn 10 OHAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH H a Z H O1'-01 MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR A O MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR I--+ MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. n E.4:% O MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND L� ' a H BEDROOM 3 iv I FINISHED RAILING WITH PICKETS SPACED FENESTRATIONNG PRODUCTS O BESEALEDWITH A SEALANTCOMPLY(� ©� w0 SIC° CARPET MAXIMUM 4" BETWEEN PICKETS. o HANDRAILS TO MEET REQUIREMENTS FOR 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE O O x TYPE II RAILS FBC R311.5.6.3 FOR GRIP LLJ o SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) � 5-O MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR J 1TO WALL OR NEWEL POST PER FBC �+ H E1 I BI -FOLD A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" O W R311.5,6.2 CONTINUITY IN WIDTH 0 z 6„ 10'-112 2' 1" 3'-44" 51 ° WALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS Q�y 4 O (FBC-N1102,ABC.1,2) O WALLS WHICH SEPARATE CONDITIONED LIVING METHOD IN (FBC-N1101.A) EGRESS I I W SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W 8' CEILING SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) 1101.1.2.2) w 00 0 � INSTALLED WINDOWS SHALL HAVE PROPERTIES AS - - - - " 0 w INSULATION. INCLUDES VAULTED CEILING, EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. O d SKYLIGHT, RAISED COFFERED CEILING. W57 _ 8'-1" I 0 WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE N j TOP " BEDROOM rn WALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OSPACEMINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 1 i» WALL 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC--N1113,A.1&2) CARPET WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE o GARAGE WITH LIVING SPACE ABOVE & ACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON 1 9' CEILING j DRYWALL ON WALL BETWEEN LIVING SPACE p AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE SIN 1 AND SEAL & STRUCTURALLY SUPPORT ALL d DIMENSION & AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME o I TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF r 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDE,- TO EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND 1 AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR 4„ 12'-14„ 54„ 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. Cn EGRESS EGRESS (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM W I INSIDE FACE OF STUD TO OUTSIDE 11 11 CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEA THING. 36"X63" 36" 63" 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 110 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOUS FINISH O Z ARCH TOP RICH 0 1 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) = Q 36" HIGH BLACK DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 3,_g„ ETAL R�I, If G 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM Z Q FACE OF STUD TO FACE OF STUD. 1 >>O ATTIC ACCESS (FBC-R1001) W 2'-02 5'-1" 13'-2" 13 W ATTIC ACCESS HATCH 22"x30" WITH WEATHER -SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF J SECOND X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENTIT/OUS FINISH, MASONRY l/ENEER, (�W FLOOR � NSULAT ON BACKING. ATTIC AT HATCH ATION. (R-30) RIGID OR SIOING (PER ELEI/ATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS = Y I 0 INSTITUTE INC. (ANSI 2765-2003) 99 - � 9 - ® 1/4 99 1 2'-102„ 2,_0,, 422 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 CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B H AL L W A Y 11�STOP & DROP AREA CALCULATIONS (ANSI) ELEV. 'B ' FIRST FLOOR AREA I SECOND FLOOR AREA 907 SF I 1583 SF COVERED PORCH AREA I GARAGE AERA � o 2006 SF � I 1 2'-102„ 2,_0,, 422 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 CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B H AL L W A Y 11�STOP & DROP AREA CALCULATIONS (ANSI) ELEV. 'B ' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 907 SF TOTAL A/C AREA 1583 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2006 SF SHT OF 2.1 B ~ p E"- 0 a CL � _ -T- U I - �� DESIGNDRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 /� 471-; SCALE AS NOTED DATE 07/08/11 SHT OF 2.1 B T � 1T T -T T 1T) T 1\T lz� 7 r T I() 7\\\T A T P C) 71 ? C U A BUILDING ) 1/4 91 - 1 I -C SEC"TION co I 0 TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS 0 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4- FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS MBB STAIR jjlll,� 11111 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL � 3" VTR i VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT , 2 PLYWOOD WITHIN 4'-0" 1 ' OF PARTYWALL 2" VTR \ 2„ I I LAN TUB/SH Wf L/\ LI\I VI\ `L YYP1 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. PLUMBING RISER DIAGRAM Z 0 I ry u cn L� Li I ,' ♦ d N age so 0 gar W* i„ LL, % ® m._ W ® Z co MCC sg I a ®gggg s®wggs �✓ °` Q Q L z 0 m Azov �3�zv� rn z .� 0 u o ZOH m Z F, � P" a�ozr AEE(�/�.�.. z �mw w H Opp©�� `►� �= Ca z°w�� w Z Z (n D D DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT OF 2.3B m w � o0 O Z ~ W C) � J O~w =w o U J M uj 2 = H Qac m J H DESIGNDRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/08/11 SHT OF 2.3B 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 0 150 MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM O `- METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERkGROUND ELEC. --A I RISER - PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER O AC D W / KITCHEN DINING '` 1 7 I I 14 �? I 12 '• IS I � I </� . J — I Ir 13 I I R% • 1 12\ L_ Igo I - - — — — — — — — — — — — — — — --- - — — — — — — �. GATHERING ROOM I ♦ I I a� 14 7 </� �J II � 1 V I----------- -------- — - -�— / T AGE qp I I I I 1 -- • 10 �— ER D a t\ �I FIELD I P 0. C H LOCATE / ELECTRIC PANEL ELECTRIC I METER IN \ GARAGE NICHE \ OUTLET FOR 1 15 GARAGE DOOR OPENER I I I • I I � ,t Il • I �\ I ,MICROWAVE AOBOVE 5 J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN UNIT 11 FIRS'T.-FLOOR ELECTRICAL 99 9 GENERAL ELECTRICA ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O 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 SE%P-.IOND FLOOR ELEC_.lTRlkClAL 1/499 — V-0 99 SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1.SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN SMOKE DETECTOR INTENT ONLY. IT IS THE ELECTRICAL COMBO 3" MAX. BETWEEN CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH La SMOKE DETECTOR TRIM AND SWITCH ALL APPLICABLE CODES AND SAFETY Z $ REQUIREMENTS. C/L ee 0 CEILING MOUNTED LTJ Ld 3 -WAY SWITCH $ LIGHT FIXTURE 0 2. ELECTRIC AND GAS METERS SHALL BE IN ¢ F— NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM o L2 DIMMER SWITCH ° FRONT OR REAR OF THE BUILDINGS. Ln PROOF FIXTURE 110 V OUTLET LLL O Q 3. PANEL BOX SHALL BE SIZED TO FLOODLIGHT ` SWITCHED OUTLET ACCOMMODATE ALL CALCULATED LOADS AND 0 Ld SHALL PROVIDE FOR A MINIMUM OF EIGHT TYPICAL EIGHT SWITCH SPARES. LIGHT CEILING 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, MOUNTED FREEZER, DISH WASHER, DISPOSAL, COOK TOP, 220 V OUTLET VENT HOOD, OVEN, WASHER, DRYER, HVAC STD. LIGHT EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) DIRECT WIRE 5. GENERAL CONTRACTOR AND ELECTRICAL FIXTURE BRACE SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR C/L ,; SHOULD ANY CONFLICT ARISE. TV 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT F-2= PHONE JACK NOT INTERSECTING ANY DOOR/WINDOW TRIM. ELEC. SERVICE VERIFY TRIM SIZE AND SELECTION IN ALL CASES. PANEL GROUPED SWITCHES SHALL ALIGN AND BE SPEAKER PREWIRE SPM— MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. TYPICAL WALL OUTLET CODE SIZED J BOX 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. DESIGN 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 CHECKED ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH JOB EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND SCALE 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 ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O 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 SE%P-.IOND FLOOR ELEC_.lTRlkClAL 1/499 — V-0 99 SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1.SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ m SMOKE DETECTOR EXAUST FAN COMBO La SMOKE DETECTOR -�- WALL MOUNTED Z $ LIGHT FIXTURE �pp SWITCH 0 CEILING MOUNTED LTJ Ld 3 -WAY SWITCH $ LIGHT FIXTURE 0 4 -WAY SWITCH RECESSED CAN F— LIGHT FIXTURE DIMMER SWITCH ° RECESSED VAPOR PROOF FIXTURE 110 V OUTLET LLL O Q FLOODLIGHT ` SWITCHED OUTLET S& 0 Ld FLOURESCENT GFI OUTLET LIGHT CEILING C` MOUNTED Y 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK ® FUTURE FAN \/��/ TV Ld F-2= PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SPM— Qao CODE SIZED J BOX WITH BLANK COVER DATE 2,4E SHT OF m U La I L,LJ J Z F— LLL] �pp 0 LTJ Ld CL t/7 0 DATE 2,4E SHT OF m (n La I 0 _ 0 F— Z LLL O :m� J 0 Ld Y Ld F-2= 0 QOC Qao CL DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE 2,4E SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 5 -22 1 '> 3" 60"x42%20 131, 316 16 Li U I w F- 13'> 316 21 N I I N z (3 0 a- 13" 316 pD ocn w _ 6 w 2'- 72 , ---- w PROVIDEFWALK-IN ¢__j 1- o SN CK BA CURVED ARCH5/8"TYPE Z cn O� O < 0 w m J J I- p w w z W Z Z W CDw > J U z _z ¢ ¢ 0 O 0- cr ¢ Z - = W O U i O O Q J U Of z ¢ O 3: = O Y U C p J w� a- DETAIL I- PROVIDE U C)W V)QO Oz w fn O z < 1- O D�ry�§ R4 � FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 274" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO 2 W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 52j" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO 1 J" W51 24 SH BLOCK SINGLE HUNG 37" 50g" 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" 37j" 72" 18.50 YES 5� 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 W58 3060 SH FRAME SINGLE HUNG 36" 72" 36�" 72j" 18.00 YES 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 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 W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 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 9„ 5 -22 1 '> 3" 60"x42%20 131, 316 16 Li U I w F- 13'> 316 21 N I I ¢ U CD UNDER HWT a- 13" 316 pD x U J 00� 6 HIGH ----------- 2'- 72 , ---- w PROVIDEFWALK-IN ¢__j SN CK BA CURVED ARCH5/8"TYPE Z O� O < 0 54„1 C� z ¢ I n 6,_34„ co UDRYWALL T 21 CD > J m A 1�' n 2 Cnn zo (CARPET z Q 0 UNDER STAIRS14 H 11 N W i- Q ¢ J U 3 z ¢ D: O _ ~ = O Y U m� 11 -6136, W DETAIL 0 PROVIDE Li II J m z STOR �7 w fn O z 1 O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS HEADROOM 1 A 2'-8" 8'-0" 1 R4 '- 6_11L 15'-6L1" II 11 54 1B 3'-O" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 5>_3 1C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION =zrn 1D 3'-0" 8'-0" 1 R4 O D zpW TEMP GLASS FRENCH 18 LT - - 1E 3'-0" 8'-0" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS o 2U 2'-8" 6'-8" 1 NICHE jw w INTERIOR DOOR 8' CLG, TYP. 2 1__ 2'-8" 8'-0" 1 I INTERIOR DOOR 9' CLG. TYP. ojif m 3� 2'-6" 6'-8" 1 -=1cv � INTERIOR DOOR 8' CLG, TYP. 7 2'-6" 8'-0" 1 J" INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 2 INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 ~ INTERIOR DOOR 9' CLG. TYP. 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG, TYP. 5� 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. SEE DRAWINGS PATIO BY CABINET MFR FOR i0' -0"x 8,-0 " A KITCHEN CAB RETE 2 .3 ELEVATIONS CA ,�, W53 W53 �nlco 6080 PATIO DO I L I�Ico 16 DININC ROOM -, TILE 42"x42" I IS I N I I I L I J KITC 1 I TILE D 6 I oN , 20'-0" o O EGRESS 6 -02 1 " L 8 9„ 5 -22 1 '> SEE DRAWINGS PATIO BY CABINET MFR FOR i0' -0"x 8,-0 " A KITCHEN CAB RETE 2 .3 ELEVATIONS CA ,�, W53 W53 �nlco 6080 PATIO DO I L I�Ico 16 DININC ROOM -, TILE 42"x42" I IS I N I I I L I J KITC 1 I TILE D 6 I oN UP B PWD.( 17R � 11 4.1 O TILE m �4„ 2- 1 4„ 2-9 N MIRROR FOYER �� STOP TILE DRO 0 HWl 16" DROPPED BULKHEAD -OVER TOILET W22 SIN , N U J o O EGRESS PROVIDE LD BI FELL o¢ J J U ILn GARAGE AERA < m 0- 3" 60"x42%20 131, 316 16 I I RI I I w F- 13'> 316 21 N I I ¢ U CD UNDER HWT a- 13" 316 pD x U J 00� 6 HIGH ----------- 2'- 72 , ---- w PROVIDEFWALK-IN ¢__j SN CK BA CURVED ARCH5/8"TYPE Z O� O < "X"ANTRY 54„1 C� z ¢ I n 6,_34„ co UDRYWALL T 21 SIN �Z A 1�' n 2 I LAUNDRY (CARPET 2"X34" UNDER STAIRS14 1 D 11 N I /9' HIGH COFFER MASTER MASTER 72' BI FLD 3 ------------� BATH 2„ -5" ELECTn PANELRIC GARAGE (D 7-11,> 11 -6136, 3 DETAIL WALL W/ TEMF GL ENCL. o PROVIDE II J m O STOR �7 SEE SHT 1 N GATHERING ROOM sD 3.213PORCH J�Q pCARPET HEADROOM 0 cn J 00 �54 T 12 -216„ Lo 3: '- 6_11L 15'-6L1" II 11 54 SHTSTRICAL w n 16 T IT 75„ A 5>_3 of rwi' � cv J LUP-.REQS =zrn fou I .2 O D zpW w CLw - - - ELECTRIC p U Lu METER o Y 3:FL NICHE jw w 5'-10 3'-10>, 2 „ 5,-6 16 QJ I ojif m -=1cv � z 7 I L - LINE OF FLOOR ABOVE - - - - - 2 (DO Q ~ UP B PWD.( 17R � 11 4.1 O TILE m �4„ 2- 1 4„ 2-9 N MIRROR FOYER �� STOP TILE DRO 0 HWl 16" DROPPED BULKHEAD -OVER TOILET W22 SIN , N U J o O EGRESS PROVIDE LD BI FELL o¢ J J U 44 SF GARAGE AERA < m 0- 3" 60"x42%20 131, 316 16 O I w F- 13'> 316 21 N QUA=AT/TJF ¢ U CD UNDER HWT a- 13" 316 pD x U J 00� 6 SCALE AS NOTED 2'- 72 , 7,-02„ w ¢__j 0xm 1 c� II Z O� O < Q ¢ 54„1 C� z ¢ I UP B PWD.( 17R � 11 4.1 O TILE m �4„ 2- 1 4„ 2-9 N MIRROR FOYER �� STOP TILE DRO 0 HWl 16" DROPPED BULKHEAD -OVER TOILET W22 SIN , PINE CAP o O EGRESS PROVIDE LD BI FELL COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 60"x42%20 PAN O \- - - - - - - -�� 13'> 316 21 N QUA=AT/TJF UNDER HWT CHECKED TJF 13" 316 3 6'-10 5 „ SCALE AS NOTED 2'- 72 , 7,-02„ 2,-616,, DOUBLE 1 c� II �Im Q ¢ 54„1 I I I I 1 12'-61 n 6,_34„ co I I I I I 'MASTER SU 1 Tq C T 21 SIN �Z 1�' n 2 I LAUNDRY (CARPET 2"X34" _0100 1 D 11 N I /9' HIGH COFFER MASTER MASTER 72' BI FLD TILE ------------� BATH II = ELECTn PANELRIC GARAGE (D OASIS SHUTTER (-)0'-4" 3 DETAIL WALL W/ TEMF GL ENCL. o PROVIDE II J m SEE SHT N LOC. SEE -0 3.213PORCH 0 cn J 00 �54 12 -216„ 316 CARPET II 11 54 SHTSTRICAL n T IT 75„ A 5>_3 cv 00' m LUP-.REQS I .2 zpW - - - - - - - - ELECTRIC METER NICHE -� 7 6„ I -=1cv � I L - LINE OF FLOOR ABOVE - - - - - 2 SHUTTERS SEE SHT 2.2A d- L1NE OF SYNTHETIC STONE WAINSCOT 6'-6 T-6 ' 3' 8'0"x17'0" O.H. GARAGE DOOR 8'-0" 1'I-2 1/4 19v®5 LnIDO r- LCA0o 0 00 m -IN DO I 3 SD6 3 SD6 DNco uN 42" HIGH KNEE 17R N WALLS W/ PTD. `j� 2-0 C 14 FAHU0 , PINE CAP 700 SF O EGRESS TOTAL A/C AREA LD BI FELL COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 60"x42%20 O \- - - - - - - -�� SOAKER TUB 21 QUA=AT/TJF - CHECKED TJF 3 JOB No. 905/117 SCALE AS NOTED (w00 N DOUBLE 1 c� II Q ¢ 54„1 I I I I 1 12'-61 n 6,_34„ I I I I I I 'MASTER SU 1 Tq C T 21 SIN �Z 1�' n 2 5-0 LAUNDRY (CARPET 2"X34" II Q 11 I /9' HIGH COFFER MASTER MASTER 72' BI FLD TILE ------------� BATH II = OASIS 42" HIGH KNEE 3 TILE MIRROR WALL W/ TEMF GL ENCL. o PROVIDE II J m DNco uN 42" HIGH KNEE 17R N WALLS W/ PTD. `j� 2-0 C 14 FAHU0 I in HALLWAY ART NICHE N O C T 0 J MIRROR LAUNDRY BOX & O 48" DRYER BOX B A T OTILE 3 BEDROOM 2 21 CARPET 1" 9'-112„ 3'-3" 5,-02„ 34 EGRESS 1 I SD6 1'-22„ W97 4„ 2' I o„ I 4-0 1 I BI FLD 1 BEDROOM 3 > CARPET EGRESS 48"X63" LT 5'-42„ 5'-5Ir 2» GARAGE ROOF BELOW 2'-32„ 10'-10" �--IN 00 LD _IN 00 I N e Q zJ `t J EL SIN Q = rj 0 -Cr CK0 J O < } J o rr m OO w V) N ¢ I. SEkC_.1OND FLOOR PLAN 1/495 - V-0 9' OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD, PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTD. BASE BOARD 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 I PROVIDE 1/4"x1" PTD. o DOOR STOP PERIMETER j TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. C-nB)-)HALLWAY STOP & DROP LLL CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 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 j 5 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE RANGE HOOD VENTED TO EXTERIOR AND EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) 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 BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS CSD 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 - 0 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL - FINISHED TEXTURE COATING PER BUILDERS 1 B 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 0:� STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, cONTRACTOR TO - TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT Cn 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. IPI 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 BEARING PARTITIONS 2x4 SPF#2 01'6" O.C. U373 AND INSTALLED PER MANUFACTURERS 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 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 LTJ d UNCONDITIONED SPACES (FBC-Nll04.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE O APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT SAVE AND HALF ``1111�'i 1111/j/ f� WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION ��' ®�' °e••ew®e•V®�ro7� ® W PROVIDE R30 BATT/ BLOWN INSULATION AND Z4 .\ ee eeO 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH d CP (6, ®ee°o Z Z TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 4 e ® ��® p OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 • .vo..� ^" V 1.)1STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: AT BASE) EQUALLY SPACED & ANCHORED :_j 0 v w Q TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES �. • ., calk e°° �' 0 STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) ®� °• • C, �� Q n MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED2TREADS SHALL BE 202 SPF•°°eessl;ee°e®�s ��`® •J ¢ DOWN AS REQUIRED GLUED AND#NAILED�D MINIMUMY REAPFOR GROUND FLOOR EMERGENCY ESCAPE 'ROOM'��'� `` J WINDOW = 5.0 Sq. Ft. ///1111111 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24° SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE illi THAN 25" OPENING = 20" MIN. TREAD 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) z MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, Lh MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE p d+ MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRSi� MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS W� Z W MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR � Z ra 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING W AT ANY POINT (FBC-R613.8) 0V E4 Q MAX, WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT jj EC ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE Z SURFACE OF THE EXTERIOR WALL FINISH OR WATER ~ 7 HAND RAIL - FBC R311,5.6 & R312,1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH a 0 0 Q'i d 0 MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR A x a d+ MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR E MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. r� E - MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND N W FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO 8E SEALED WITH A SEALANT Q Z 'z, MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 Gat O Q HANDRAILS TO MEET REQUIREMENTS FOR LL.1 O ►� TYPE II RAILS FBC R311.5.6,3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE i/] a SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) -J w E TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR o N R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" z Cj IN WIDTH O8 WALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 0 (FBC-N1102.ABC.1.2) METHOD -B (FBC-1\11101.A) w WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) w SHALL BE INSULATED WITH R-19 BATT INSTALLED WINDOWS SHALL HAVE PROPERTIES AS INSULATION. INCLUDES VAULTED CEILING, EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. SKYLIGHT, RAISED COFFERED CEILING. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE N OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE& 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION & AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME �N TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR a PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL L RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM w INSIDE FACE OF STUD TO OUTSIDE OCLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. (J Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN.00 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8' CEMENTITIOUS FINISH = O ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL~ V Z 2.5, & 90' BEND = 5' Q DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. 3 ATTIC ACCESS (FBC-R1001) w w 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F.w I"- X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN MEASURED TO EXTERIOR SURFACE OF � ATTIC AT HATCH LOCATION. (R-30) RIGID CEMENTITIOUS FINISH, MASONRY VENEER, = w INSULATION BACKING. OR SIDING (PER ELEVATION) AS OUTLINED p IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) i- < A ;fl 1'-2" 42„ 2, 12„ SIN DRYWALL KNEEWALL �)RAISED KITCHEN BREAKFAST BAR SECTION AREA CALCULATIONS (ANSI) ELEV. 'A' PINE CAP 700 SF O 838 SF TOTAL A/C AREA LD BI FELL COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1853 SF O DESIGN DRAWN QUA=AT/TJF - CHECKED TJF 3 JOB No. 905/117 SCALE AS NOTED (w00 N DOUBLE 1 c� II Q ¢ n DOORS I SIN �Z 1�' n 2 5-0 LAUNDRY I i \ I II Q BI FLD TILE L 3 II = I N Q < ^ �_rW.I.C. - _j_7PAI` r- - � r- PROVIDE II J m _ � UNDER II o 0 cn J 00 �54 1 j D I WWASHER I 11 6,-31"3'-3" CARPET II 11 54 Q J T IT 5>_3 00' m LUP-.REQS I zpW - I in HALLWAY ART NICHE N O C T 0 J MIRROR LAUNDRY BOX & O 48" DRYER BOX B A T OTILE 3 BEDROOM 2 21 CARPET 1" 9'-112„ 3'-3" 5,-02„ 34 EGRESS 1 I SD6 1'-22„ W97 4„ 2' I o„ I 4-0 1 I BI FLD 1 BEDROOM 3 > CARPET EGRESS 48"X63" LT 5'-42„ 5'-5Ir 2» GARAGE ROOF BELOW 2'-32„ 10'-10" �--IN 00 LD _IN 00 I N e Q zJ `t J EL SIN Q = rj 0 -Cr CK0 J O < } J o rr m OO w V) N ¢ I. SEkC_.1OND FLOOR PLAN 1/495 - V-0 9' OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD, PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTD. BASE BOARD 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 I PROVIDE 1/4"x1" PTD. o DOOR STOP PERIMETER j TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. C-nB)-)HALLWAY STOP & DROP LLL CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 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 j 5 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE RANGE HOOD VENTED TO EXTERIOR AND EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) 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 BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS CSD 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 - 0 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL - FINISHED TEXTURE COATING PER BUILDERS 1 B 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 0:� STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, cONTRACTOR TO - TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT Cn 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. IPI 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 BEARING PARTITIONS 2x4 SPF#2 01'6" O.C. U373 AND INSTALLED PER MANUFACTURERS 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 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 LTJ d UNCONDITIONED SPACES (FBC-Nll04.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE O APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT SAVE AND HALF ``1111�'i 1111/j/ f� WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION ��' ®�' °e••ew®e•V®�ro7� ® W PROVIDE R30 BATT/ BLOWN INSULATION AND Z4 .\ ee eeO 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH d CP (6, ®ee°o Z Z TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 4 e ® ��® p OINTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 • .vo..� ^" V 1.)1STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: AT BASE) EQUALLY SPACED & ANCHORED :_j 0 v w Q TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES �. • ., calk e°° �' 0 STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) ®� °• • C, �� Q n MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED2TREADS SHALL BE 202 SPF•°°eessl;ee°e®�s ��`® •J ¢ DOWN AS REQUIRED GLUED AND#NAILED�D MINIMUMY REAPFOR GROUND FLOOR EMERGENCY ESCAPE 'ROOM'��'� `` J WINDOW = 5.0 Sq. Ft. ///1111111 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24° SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE illi THAN 25" OPENING = 20" MIN. TREAD 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) z MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, Lh MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE p d+ MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRSi� MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS W� Z W MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" ABOVE FINISHED FLOOR � Z ra 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING W AT ANY POINT (FBC-R613.8) 0V E4 Q MAX, WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT jj EC ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE Z SURFACE OF THE EXTERIOR WALL FINISH OR WATER ~ 7 HAND RAIL - FBC R311,5.6 & R312,1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH a 0 0 Q'i d 0 MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR A x a d+ MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR E MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. r� E - MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND N W FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO 8E SEALED WITH A SEALANT Q Z 'z, MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 Gat O Q HANDRAILS TO MEET REQUIREMENTS FOR LL.1 O ►� TYPE II RAILS FBC R311.5.6,3 FOR GRIP 5.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE i/] a SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) -J w E TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR o N R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" z Cj IN WIDTH O8 WALLS BACKING ONTO ATTIC 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 0 (FBC-N1102.ABC.1.2) METHOD -B (FBC-1\11101.A) w WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) w SHALL BE INSULATED WITH R-19 BATT INSTALLED WINDOWS SHALL HAVE PROPERTIES AS INSULATION. INCLUDES VAULTED CEILING, EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. SKYLIGHT, RAISED COFFERED CEILING. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE N OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE& 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION & AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME �N TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR a PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL L RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM w INSIDE FACE OF STUD TO OUTSIDE OCLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. (J Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN.00 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8' CEMENTITIOUS FINISH = O ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL~ V Z 2.5, & 90' BEND = 5' Q DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. 3 ATTIC ACCESS (FBC-R1001) w w 13 ATTIC ACCESS HATCH 22"00" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F.w I"- X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN MEASURED TO EXTERIOR SURFACE OF � ATTIC AT HATCH LOCATION. (R-30) RIGID CEMENTITIOUS FINISH, MASONRY VENEER, = w INSULATION BACKING. OR SIDING (PER ELEVATION) AS OUTLINED p IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) i- < A ;fl 1'-2" 42„ 2, 12„ SIN DRYWALL KNEEWALL �)RAISED KITCHEN BREAKFAST BAR SECTION 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 SHT OF J N p F- U I- Q CL O DESIGN DRAWN QUA=AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED (w00 DATE 07/14/11 g0 301A SHT OF 2'- 0" T N i N 3/4" RECESS SCALE 2:1 24"x60" PREFORMED STUCCO PANEL SHUTTERS I N I I N 10"3144„ 3/4" RECESS � �1 SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS z 7F oc 2'- 4" ELEC METER S]ECTION AT METER NICHIE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 6:12 /fib JIVVVV . PLASTER FINISH (2nd FI. TYP.) 00 6" WIDE SCORED WINDOW SURROUND °ter° W/ SMOOTH STUCCO . PLASTER (TYP) PROVIDE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT REAR ELEVATION "A99- 1 /499 — V_0 99 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL W/ FLAT HEADER (SEE DETAIL) 24"x63" PREFORMED STUCCO PANEL SHUTTU (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH my, 6:12 PORCH GUTTER DRAIN TO STORM WATER PIPE Mimi 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) in Mll PRECAST STUCK -ON STONE VENEER 3) ENTRY JOINING -T UNIT ELEV TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) a I i� FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH O (Ground FI. TYP.) co PRECAST STUCK -ON STONE VENEER FIN, GROUND FLOOR E3 E4 GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION "A" 1/499 ® V_®99 FIN. GRADE co 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) ko-T—i RAO E E LEV T Z 0 h cn LaJ z i�• O AO z • r.12 z o "w U O� = co Z 5 ,4 im �a a zao O � A ch v �I a <0C, E- ~> o L) E-�LLJ w r N L V-8" 10" Q 7" EQ, EQ. 90$/117 scALE 4°° cn 07/14/11 LJ w m O Z =O a ~ Z cn 3- > VARIES �f 3", 7"-J SCALE 2:1 �LLI J 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER I N I I N 10"3144„ 3/4" RECESS � �1 SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS z 7F oc 2'- 4" ELEC METER S]ECTION AT METER NICHIE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 6:12 /fib JIVVVV . PLASTER FINISH (2nd FI. TYP.) 00 6" WIDE SCORED WINDOW SURROUND °ter° W/ SMOOTH STUCCO . PLASTER (TYP) PROVIDE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT REAR ELEVATION "A99- 1 /499 — V_0 99 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL W/ FLAT HEADER (SEE DETAIL) 24"x63" PREFORMED STUCCO PANEL SHUTTU (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH my, 6:12 PORCH GUTTER DRAIN TO STORM WATER PIPE Mimi 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) in Mll PRECAST STUCK -ON STONE VENEER 3) ENTRY JOINING -T UNIT ELEV TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) a I i� FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH O (Ground FI. TYP.) co PRECAST STUCK -ON STONE VENEER FIN, GROUND FLOOR E3 E4 GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION "A" 1/499 ® V_®99 FIN. GRADE co 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) ko-T—i RAO E E LEV T Z 0 h cn LaJ z i�• O AO z • r.12 z o "w U O� = co Z 5 ,4 im �a a zao O � A ch v �I a <0C, E- ~> o L) E-�LLJ w r N L DESIGNDRAWN QUADR AT/TJF CHECKED TJF DWG.No. Q 1011 No. 90$/117 scALE En DATE 07/14/11 LJ m O Z =O ~ Z cn 3- > W :2 �LLI J p w 2 W Y � —J CV U W Q=0 F- o CL MoF DESIGNDRAWN QUADR AT/TJF CHECKED TJF DWG.No. 1011 No. 90$/117 scALE AS NOTED DATE 07/14/11 SHT OF 3.2A i _..�,., ..., . , � � ... ..,._.., ...,.. �., w 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 TH H N ALUMINUM ` METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC. RISER LSI GENERAL ELECTRICAL I I NInTE_ 0. ell ©II I CARBON MONOXIDE/ ELE TRIC METM IN SMOKE DETECTOR NICHE EXAUST FAN B FIELD LOCATE ELECTRIC PANEL dfr+ I 15 II I I L ---------------- FIRST FLOOR ELEC-11TRICAL. 99 L -------------------- 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL 3" MAX. BETWEEN CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY TRIM AND SWITCH REQUIREMENTS. CIL® 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM Q FRONT OR REAR OF THE BUILDINGS. LO U o 0- 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. TYPICAL LIGHT SWITCH 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 TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION, MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-O" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SECIIOND FLOOR ELECTRIC-1AL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1, ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ Q N SMOKE DETECTOR w EXAUST FAN B COMBO O OZ SMOKE DETECTOR WALL MOUNTED 45- LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH $ LIGHT FIXTURE Ld h`- RECESSED CAN U 4 -WAY SWITCH o LIGHT FIXTURE W DIMMER SWITCH $° RECESSED VAPOR D Ld PROOF FIXTURE 110 V OUTLET 04 FLOODLIGHT. ` SWITCHED OUTLET � = FLOURESCENT C� GFI OUTLET CL LIGHT CEILING p,. J I— MOUNTED 220 V OUTLET STD. LIGHT CHECKED DIRECT WIRE FIXTURE BRACE SCALE & PRE WIRE FOR TV JACK © FUTURE FAN ,// \ TVF PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SPM- CODE SIZED J BOX WITH BLANK COVER Z I•— ry U LTJ AS NOTED DATE SHT OF 3.4E m z N �pp w —J O OZ 2Q u T_ C Ow Ld h`- U o Ld W A Ld D Ld AS NOTED DATE SHT OF 3.4E m N w OZ 2Q Ow ~ W LAJY U J 04 O � = O CL p,. J I— DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF 3.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE, 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2142 SF 0 I- w v Q C �-j� LLJ z O DESIGN T S M CD w _ w U) CHECKEDTJF N_ cnO = O I- a CD w JOB NO. 905/117 w a J m J Of a Z W = W Z W z Z W ULd W Q U z 3: :2 a 0. xQ Z o p 0 LL.O OQ =� o = Q M zz w 0 w o D _ 0 vw> x w cn O z � 1-o D D ry R4 B LABEL YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 274" 50g" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 261' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 274" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 2'-6" 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 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 5� W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES 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 W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 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 GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2142 SF 0 I- w v Q C �-j� DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF Lu i DWG.NO. JOB NO. 905/117 a SCALE AS NOTED DATE 07/14/11 U J wz W O a Z Com O z Q D,_ O = Y J w w o a _ cn z x w cn O z O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 20 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. U3 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG, TYP. 3� 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 J" INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 0 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 8CLG. TYP. ® 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. 7� 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. t\7DA 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. LnIoc) r - 5'-4" A .3 AC W53 W53 21'-0" 10'-0" I. 5'-8» PATIO 10'-0"x 8'-0" CONCRETE GATHERING ROOM (-)0'-4„ 6080 PATIO DOOR 0 Co W98 Ln HIGH FG. N WINDOW SIN 0 oc I i� 42" HIGH KNEEWALL W/ 3L3" 3„ PTD. PINE CAPPED 1,_73„ W98 2'-66 7'-1" 3'-4" 5'- 6 11 8 HIGH FG. WINDOW A. PASS THRU F.A. IN - _ -IN SI---1 Ln L1w O O 1 DWI N Lo N YJ I ss FOYER �; s•. TI LE O b Q m r -, 0 12'-116" 1 lo \9 0>> SI s �� 1D o N <Z� L KITCHEN 0 0 7)_j J I - - - - - - - o o 0 v FLUSH BREAKFAST A W22 /5 wa --i rt a a� m :ZD w n I I R I `') i r�� ¢ 1 1 - 15,-716„ -0 SEE DRAWINGS ll BY CABINET PAN.MFR FOR Z UP 17R KITCHEN CAB Co -I ELEVATIONS Ln LoCoW92 MIRROR 776. DINING ROOM -100O TILE I 1'-2 PWD 32" DOOR 100 9' 3 -1 08„ STORAGE HWT SLOPED ELECTRIC CEILING PANEL PROVIDE - �I PROVIDE LOC. SEE PANBARRIER UNDER 5/8"TYPE "X" SHT E5.1 WALL I- - - - -I DRYWALL HWT - - - J UNDER STAIRS OGARAGE LINE OF FLOOR ABOVE 1F - - I 0 I I I I I I I 16'0"x7'0" O.H. DOOR A� 16'-4" 20'-0" LOIDO r- 16'-4" - 2'-6" FIR S --'T FLOOR PLAN 75„ 8 V-0" ELECTRIC METER NICHE Io LINE OF SYNTgETIC STONE WAINSCOT Lo i� I Lo O cc 00 O d 1 Q N 0 TEMPERED GLASS W55 ABOVE TUB S ---'E C'/OND FLOOR HALLWAY ART NICHE OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD, PINE LEDGE W/ 1" PROJECTION PTD, WINDOW CASING PTD. BASE BOARD 11�4-011 PLAN L� CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w% MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FEC -M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4), SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 7 ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE O 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 - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL ry FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF 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 OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS 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 OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SU`BFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE W d' APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS N O♦REQUIRED BY CALAULATION �yp ATTIC OVER LIVING SPACE ® • eMe•e• • C� PROVIDE R30 BATT/ BLOWN INSULATION AND ♦ �, •• e •® � '",rte �" 1/2" INTERIOR DRYWALL FINISH ON CEILINGO ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH a e•® : tt®•• C=)W O 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 �''�ee 4`�iQ Z O INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 $ rat h ,,Y.+w•� Co a, R311.5 • Z N • jgK - uj 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: : ••" J AT BASE) EQUALLY SPACED & ANCHORED ®-- O tii �/• TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) �� i1 a+®p MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED /� , e•e.®� Mee•" --A.:( 2.) 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM ®� ��® �♦ -� DOWN AS REQUIRED GLUED AND NAILED A 6R GROUND FLOOR EMERGENCY ESCAPE /// �� 0 WINDOW .0 FO t. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24"1,I'�� SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4� THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" ) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" w z O MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) Q ~ 0 04 C9 I - FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24"O� t/3 I [-4 "4 ABOVE FINISHED FLOOR MIN. WINDER TREAD MEASURED= 10" LLQ �J v= z � 12" FROM INSIDE EDGE �z '4 MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING Q O I w AT ANY POINT (FBC-R613.8)V/ MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT � U �i A Uj CO ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE zO et; Vr Cd SURFACE OF THE EXTERIOR WALL FINISH OR WATER 0"4 t N O HAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH H a 1-4 Z�y MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR h-� ' C z dry p MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR A x O Qy MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND n- yy r� E FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT F-� Ul N W COMPLYING WITH FBC2007 R613.8.1 (� z MAXIMUM 4' BETWEEN PICKETS, z HANDRAILS TO MEET REQUIREMENTS FOR 5 MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE u W O G TYPE II RAILS FBC R311.5.6.3 FOR GRIP )W 0 • x FBC-R613.8.2 SPECIFICATIONS. HANDRAILS TO TERMINATE ( ) cc Q•i TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR J Qi R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4° Z ,o W E IN WIDTH cul Z OWALLS BACKING ONTO ATTIC V (FBC-N1102.ABC.1.2) 6,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS � e WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) �.-- SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W SHALL BE INSULATED.WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) z INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. PS ACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR m PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH.Ll 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL W RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM 0 INSIDE FACE OF STUD TO OUTSIDE OCLOTHES DRYER VENT (FBC-EXTERIOR MIN. FACE OF EXTERIOR SHEATHING. Z DRYER EXHAUST VENTED TO EXTERIOR 12 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOUS FINISH 0 0 00 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL Q 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM Z FACE OF STUD TO FACE OF STUD. Lj Lj ATTIC ACCESS (FBC-R1001) � 3:: W 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE WO J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF wTI X C AT HATCH VERT. HEIGHT, ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, 1--NSULATION BACKING.OCATION. (R-30) RIGID OR SIDING (PER ELEVATION) AS OUTLINED AMERICAN NATIONAL STANDARDSYIN I 0 INSTITUTE INC. (ANSI Z765-2003) 3'-8" 2,-1„ SIN -IN DRYWALL KNEEWALL N �FLIUS%REAKFAST THEN BAR SECTION AREA CALCULATIONS (ANSI) 20'-112 " 698 SF 5'-4" ,_ 11-62" TOTAL A/C AREA 11 4,-1» TEMPERED GLASS W55 ABOVE TUB S ---'E C'/OND FLOOR HALLWAY ART NICHE OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD, PINE LEDGE W/ 1" PROJECTION PTD, WINDOW CASING PTD. BASE BOARD 11�4-011 PLAN L� CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w% MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FEC -M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4), SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 7 ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE O 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 - 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL ry FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF 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 OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS 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 OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SU`BFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE W d' APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS N O♦REQUIRED BY CALAULATION �yp ATTIC OVER LIVING SPACE ® • eMe•e• • C� PROVIDE R30 BATT/ BLOWN INSULATION AND ♦ �, •• e •® � '",rte �" 1/2" INTERIOR DRYWALL FINISH ON CEILINGO ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH a e•® : tt®•• C=)W O 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 �''�ee 4`�iQ Z O INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 $ rat h ,,Y.+w•� Co a, R311.5 • Z N • jgK - uj 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES: : ••" J AT BASE) EQUALLY SPACED & ANCHORED ®-- O tii �/• TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) �� i1 a+®p MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED /� , e•e.®� Mee•" --A.:( 2.) 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM ®� ��® �♦ -� DOWN AS REQUIRED GLUED AND NAILED A 6R GROUND FLOOR EMERGENCY ESCAPE /// �� 0 WINDOW .0 FO t. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24"1,I'�� SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4� THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" ) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" w z O MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) Q ~ 0 04 C9 I - FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24"O� t/3 I [-4 "4 ABOVE FINISHED FLOOR MIN. WINDER TREAD MEASURED= 10" LLQ �J v= z � 12" FROM INSIDE EDGE �z '4 MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING Q O I w AT ANY POINT (FBC-R613.8)V/ MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT � U �i A Uj CO ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE zO et; Vr Cd SURFACE OF THE EXTERIOR WALL FINISH OR WATER 0"4 t N O HAND RAIL - FBC R311.5.6 & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH H a 1-4 Z�y MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR h-� ' C z dry p MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR A x O Qy MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND n- yy r� E FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT F-� Ul N W COMPLYING WITH FBC2007 R613.8.1 (� z MAXIMUM 4' BETWEEN PICKETS, z HANDRAILS TO MEET REQUIREMENTS FOR 5 MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE u W O G TYPE II RAILS FBC R311.5.6.3 FOR GRIP )W 0 • x FBC-R613.8.2 SPECIFICATIONS. HANDRAILS TO TERMINATE ( ) cc Q•i TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR J Qi R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4° Z ,o W E IN WIDTH cul Z OWALLS BACKING ONTO ATTIC V (FBC-N1102.ABC.1.2) 6,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS � e WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) �.-- SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W SHALL BE INSULATED.WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) z INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE OWALL & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. PS ACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL DIMENSION &AREA NOTES JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - FOR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR m PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH.Ll 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL W RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM 0 INSIDE FACE OF STUD TO OUTSIDE OCLOTHES DRYER VENT (FBC-EXTERIOR MIN. FACE OF EXTERIOR SHEATHING. Z DRYER EXHAUST VENTED TO EXTERIOR 12 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOUS FINISH 0 0 00 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL Q 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM Z FACE OF STUD TO FACE OF STUD. Lj Lj ATTIC ACCESS (FBC-R1001) � 3:: W 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE WO J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF wTI X C AT HATCH VERT. HEIGHT, ALLOW 30" HEADROOM IN CEMENTITIOUS FINISH, MASONRY VENEER, 1--NSULATION BACKING.OCATION. (R-30) RIGID OR SIDING (PER ELEVATION) AS OUTLINED AMERICAN NATIONAL STANDARDSYIN I 0 INSTITUTE INC. (ANSI Z765-2003) 3'-8" 2,-1„ SIN -IN DRYWALL KNEEWALL N �FLIUS%REAKFAST THEN BAR SECTION AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA 13 SF GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2142 SF SHT OF 4.1B I "- u :2 Q W J Lo H _ Li � = 0 11-- 0 I- Q C �-j� DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF i DWG.NO. JOB NO. 905/117 pg� SCALE AS NOTED DATE 07/14/11 SHT OF 4.1B I RIDGE LINES VERY WITH UNIT PAIRING 6:12 • 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 8:12 6•y2 2"x3" RAISED STUCCO PLASTER 1„ HEADER TRIM W/ SMOOTH FINISH 9 24 I, ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ /�\�6•�� / SMOOTH FINISH (SEE DETAIL) 9'—O8" SIDE ELEVATION 99 13 93 91 I It 10" � „ 7„ EQ. EQ. 4„ w SIN O_p DD N O 1 Ln Z L LJ —IN Q N O W I 14 4 „ D 3/4" RECESS Lf) SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS 9'—O8" SIDE ELEVATION 99 13 93 91 D z 00 2'-4" OA ELEC SECTION NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 4" THICK CMV I I 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE METER AT METER 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE TOP OF WINDOW 00 i� 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH a) FLAT HEADER (SEE DETAIL) O O 00 FIN. GROUND FLOOR FIN. GRADE cc o RIDGE LINE WHEN PAIRED W/ TH02 6:12 M9 1"x6" RAISED STUCCO - PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO 0 LASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP4 14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH x POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground Fl. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. FT. FRONT ELEVATION 99 B 99 1/411 19—®19 6:12 6:12 UL' Ur vvIINUUvv PROVIDE CONTROL JOINT 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO r�ASTER FINISH FIN. GROUND FLOOR (Ground FI. Q ILI TYP.) FIN. GRADE GLASS AREA ON REAR ELEVATION FOR 'B'= 127.92 SQ. FT. INCLUDES PPO WINDOW FOR BATH OASIS ]REAR ELEVATION 99B 99 19 i'�� ® ��+as•oeee• ® ®�� N ,V) lid ; Z 0 0: .50 Z • V e • 0 �•oo I � �.oe A• .tet• �►tiite 0 LZ z 0 pO CO Az � C6 Z E-1 Ln E F z 0 V) z� 40 Zi CO oNA0 E-4 V) P4 coa o E-1 d; e Z N a oaQ© x Ld � 1 a I— > Z0W�d �p�� Q U H ILEI La 7z W _I � D ILULJI m I It 10" � „ 7„ EQ. EQ. 4„ w O_p DD = P Z L LJ Q M�w O W I D F- `1W Lf) VARIES 7"k SCALE 2:1 c O m CL J F - 10" WIDTH 7" WIDTH DRAWN SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER D z 00 2'-4" OA ELEC SECTION NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 4" THICK CMV I I 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE METER AT METER 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE TOP OF WINDOW 00 i� 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH a) FLAT HEADER (SEE DETAIL) O O 00 FIN. GROUND FLOOR FIN. GRADE cc o RIDGE LINE WHEN PAIRED W/ TH02 6:12 M9 1"x6" RAISED STUCCO - PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO 0 LASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP4 14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH x POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground Fl. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. FT. FRONT ELEVATION 99 B 99 1/411 19—®19 6:12 6:12 UL' Ur vvIINUUvv PROVIDE CONTROL JOINT 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO r�ASTER FINISH FIN. GROUND FLOOR (Ground FI. Q ILI TYP.) FIN. GRADE GLASS AREA ON REAR ELEVATION FOR 'B'= 127.92 SQ. FT. INCLUDES PPO WINDOW FOR BATH OASIS ]REAR ELEVATION 99B 99 19 i'�� ® ��+as•oeee• ® ®�� N ,V) lid ; Z 0 0: .50 Z • V e • 0 �•oo I � �.oe A• .tet• �►tiite 0 LZ z 0 pO CO Az � C6 Z E-1 Ln E F z 0 V) z� 40 Zi CO oNA0 E-4 V) P4 coa o E-1 d; e Z N a oaQ© x Ld � 1 a I— > Z0W�d �p�� Q U H ILEI La 7z W _I � D ILULJI m I � W O_p DD = P Z L LJ W M�w O W I D F- `1W Lf) ED c O m CL J F - DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 SHT OF 4.2B j_ _ _. ...... _ ..., .. __ � � � � � � _. ._._.. � � 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL EmD 7 150 MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM ` METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC, RISER AC ) I I . ' -. \GATHERING ROOM 14 PROVIDE SWITCHED \ OUTLET UNDER COUNTER FOR FUTURE DISPPOOSER� \ - 5)1 3W DWI w o`` _.- �a I _ ' KITCHEN' I I � 0 �0 ,2 . r - AR F SH BREAKFAS I ; R i Igo I I I 10 . PAN. , DINO'G QOM P 2 - - HWT FIELD I LOCATE - ELECTRIC PANEL LI__ - -I 11 1 -- -J J -BOX FOR COLLECTION \ OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN \ GARAGE UNIT \--------- I OUTLET FIOR 15 GARAGE DOOR OPENER I I I II I I I II I I ELECTRIC METtR IN NICHE FIRST FLOOR ELEC"TRIC"AL 59 13 PROVIDE ATTIC LIGHT W/ SWITCF 3" MAX. BETWEEN TRIM AND SWITCH C/L FOR Q o � TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 A.F.F. O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F 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 ELEC.''TRICIAL (/499 — 9_099 w GENERAL ELECTRICAL o NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL"WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL (EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11, FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFC( CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ Q m SMOKE DETECTOR EXAUST FAN B COMBO J SMOKE DETECTOR- WALL MOUNTED -�- �/ Z H LIGHT FIXTURE < SWITCH Op CEILING MOUNTED N 3 -WAY SWITCH $ LIGHT FIXTURE CAN 4 -WAY SWITCHRECESSED LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR Z PROOF FIXTURE 110 V OUTLET Q FLOODLIGHT ` SWITCHED OUTLET 2 � W FLOURESCENT C� GFI OUTLET �j� LIGHT CEILING C` MOUNTED w 220 V OUTLET STD. LIGHT <x, DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR W TV JACK © FUTURE FAN /// \ L TEL U PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SPM- CODE SIZED J BOX J� p WITH BLANK COVER U DATE SHT OF sm m u I J ~ u �/ Z H LLJ < W LLI Op N I�JI DATE SHT OF sm m I w Z Op Q Z W W 2 � W 2 w I W J L U p U 1- Q CL I- DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF sm GENERAL NOTES DESIGN REQUIREMENTS 1 DESIGN LIVE LOADS (MINIMUM): A FLOORS - 40 PSF B BALCONIES - 60 PSF C DECKS - 40 PSF D STAIRS - 40 PSF E ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1. BASIC WIND SPEED = 120 MPH (3 SECOND GUST) 2. WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3. WIND EXPOSURE (ALL SIDES) = B 4. INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF FOR ROOF LOCATIONS: -65 PSF, +11 PSF 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 0270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 6. TRUSS 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 COVER) 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 DRILLA 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 FROM FDRILLIING ARE TREMOVOEDS FROMSHOLET THAT USINGDCOMPRED COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY YBAR RTOGBEOM N E12 BAR RDIAMETERS(EXCLUDING SPLICE. HOOKS HOOKS AT TOP 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 ® 5" MIN MBED. WE MAY B�N USED ILO 1 /2'E JD O ANCHORS W/ LBP 1 /2 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. 10. BLOCK BLOW-OUT AT PARTY WALLS WHERE BLOCK BLOW-OUT IS CAUSED BY EMBEDED 1/2" ATR, PATCH THE BLOCK w/ EPDXY THEN INSTALL AN ADDITIONAL 1/2" ATR 8"- 12" AWAY j ii -9 P, "q -1 0 UNI BU"1LD.!,Nu - 0 H BUI DIN kff =6 7T NDEX 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 GENERAL DETAILS DESIGN PFMSSURES SCAL END ZONE MID ZONE OPENING TYPE ZONE, 5 d c ZONE 4 DOORS 4 + 25.9 d1' + 25.9 WINDOWS - 34.7 0 - 28.1 8'-0" x I'-0" + 22.8 + 22.8 GARAGE DOOR - 25.8 - 25.8 I6'-0" x 1'-0" + 21.8 + 21.8 GARAGE DOOR - 24.3 - 24.3 MINIMUM DESIGN PRESSURES BASED ON: REI=. STANDARD ASCE 7-05 U11ND SPEED (3 SEC. GUST) 120 m.p.h. EXPOSURE C4TEGORY 5 5UILDING TYPE CLOSED 11 1 d� V) W cn 0 Z � wJ r -y a J 0 ~ U W ary H W V) W 2 W 0 a N V) M W 12 0) ON T_ � �z0� w�0 12 O J 0 ., Z W (D �F-1JZ W Q = 0 0 <0� CLM_jm DESIGN � WMR CHECKED CFG DWG -N0. 2112101 JOB No. P E 0 0� A~o � L W Z U1 0b U� 4 o 04 ZUA�co E-4 V). z �Axoa � � 'n Z vnwm W Oar C0 •� a zQCQ W�� a DRAWN r8 SCAL AS NOTED DATE 01/13/12 w a w d c °'i d1' y .eee®..® er+ee d e++e e Lj Z 0 0 �rl�lllllel 0 0 LLJ 11 1 d� V) W cn 0 Z � wJ r -y a J 0 ~ U W ary H W V) W 2 W 0 a N V) M W 12 0) ON T_ � �z0� w�0 12 O J 0 ., Z W (D �F-1JZ W Q = 0 0 <0� CLM_jm DESIGN � WMR CHECKED CFG DWG -N0. 2112101 JOB No. P E 0 0� A~o � L W Z U1 0b U� 4 o 04 ZUA�co E-4 V). z �Axoa � � 'n Z vnwm W Oar C0 •� a zQCQ W�� a DRAWN r8 SCAL AS NOTED DATE 01/13/12 w a w d c °'i d1' y .eee®..® er+ee d e++e e Lj Z 0 i V �• e �rl�lllllel 11 1 d� V) W cn 0 Z � wJ r -y a J 0 ~ U W ary H W V) W 2 W 0 a N V) M W 12 0) ON T_ � �z0� w�0 12 O J 0 ., Z W (D �F-1JZ W Q = 0 0 <0� CLM_jm DESIGN � WMR CHECKED CFG DWG -N0. 2112101 JOB No. P E 0 0� A~o � L W Z U1 0b U� 4 o 04 ZUA�co E-4 V). z �Axoa � � 'n Z vnwm W Oar C0 •� a zQCQ W�� a DRAWN r8 SCAL AS NOTED DATE 01/13/12 si SHT LA �J IN I ITI, "\� 00 "Ll- j 03L, mllirulInmll k 3/16"=1'-0" E il FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC 2007 EDITION). 3. VERT. ##5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND ® EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE TWE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SY 50LS LEGEND ■ INDICATES GROUT FILLED CELL. WIT�4 (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT 5NALL BE 1'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL LUITN (2) VERT. "5 CONT. FTG. TO TIE BEAM. r INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL LUITH NO REINFORCEMENT. Ld Q 0 z 0 1-__ CL rz U LILJ 0 LiJ E, Z Q I 0 x 0 �J z �~ 0 w Q N a N (n M w :20) ON � �z� w�0 C.D �0J O zL(0 �F�-jZ _j �C_jm DESIGN WMR CHECKED GFG z Wz°' wj I z0 -c4 E 4 rn z tea � to z�� w o z �c � � a z co" (� U DRAWN DWG.N0. 21'-0" JOB No. 20'-0" SCALE 20'-0" DATE 21'-� 10'-S" i0'-0" 4" i 1'-0" 10'-0" 9'-0" 9'-S" I0'-0" 4" 10'-4" I0'-0" ' T I r- - - - - - - -, - - - -- - r - - - - - - --� DWyI 6 I e ° I I I° I ° I I THICK GONG. I I I I I IaiI I THICK G�A ` TWIGK LONG. I I 4141 I THICK GONG. I 1 I I I ( I I -r------ -- --- --�--T ?----.� -- -- ------� -- — ----------1- -� _—_. _-- -----------I ■ m.. FIN FLR ■ I I I I I --._- -- I I 1 E--I--- I I I I _ _ =---� CI_ oil SLOPE i i OL 0'-0" FII F y 31/2" THICK CONC. SLAB W/ / – ® I - _ OYER b MILVVAPOR BARRIER OVER I I1f. I I — r- - _ J 21'-0"= I I COMPACTED FILL. I I I I N __ I I I l_ I■ D m I I I I __. � - _- 0 -t'--1 3/4" 011 � r N - -I ■ I LL I ?4-14i_ It 1-r�, f 7 O-Ij 81 J Tr( (o'- 1/2" 2'-5" 5'-.& 3/4'� L — — — — I 1_1I I J vl= D I I N I ®_ [MIN 1 -i1 1/2 -1'-0 3/4" I 2'-(o 11/1 1 (o' -(o 1/4" 3,_S10 1 No I I� I � I ° m I _ _ I I I■ I I I I SD ■ I J - - ------ --- - L ° 9 D 904� ° D 1 � D D 1'-2" -4' I(o'-0" -4" 41-411 I'-2' 16'-0" 1'- 18'-4" (o' -(o" 3'-S" 19'-4" 8'-0" -8' 20'-4" 1'- 21'-0" 20'-0" le 20'-0" 21'-0" 7o, 82'-0" IN I ITI, "\� 00 "Ll- j 03L, mllirulInmll k 3/16"=1'-0" E il FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC 2007 EDITION). 3. VERT. ##5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND ® EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE TWE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SY 50LS LEGEND ■ INDICATES GROUT FILLED CELL. WIT�4 (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT 5NALL BE 1'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL LUITN (2) VERT. "5 CONT. FTG. TO TIE BEAM. r INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL LUITH NO REINFORCEMENT. Ld Q 0 z 0 1-__ CL rz U LILJ 0 LiJ E, Z Q I 0 x 0 �J z �~ 0 w Q N a N (n M w :20) ON � �z� w�0 C.D �0J O zL(0 �F�-jZ _j �C_jm DESIGN WMR CHECKED GFG z Wz°' wj I z0 -c4 E 4 rn z tea � to z�� w o z �c � � a z co" (� U DRAWN LA DWG.N0. 2112101 JOB No. SCALE AS NOTED DATE 01/13/12 S2 SHT LA N . _.. _. _.. .. _.. I I I'll n — a u❑ i-1 1111 ai.. ou ,e, -au O1_Ail DOWEL PLAU"EMENT PLA 3/16"=1'-0" SYM50LS LEGEND ■ INDICATES GROUT FILLED CELL WITP (1) VERT. *5 CONT. FTC. TO TIE BEAM. (VERTICAL REINFORCEMENT SPALL 5E 7-4" O.G. MAX U.N.O. • INDICATES GROUT FILLED CELL WITP (2) VERT. "5 CONT. FTG. TO TIE BEAM. INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITP (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITP NO RE INFORCEMENT. z 0 U (A w 0 ril ` NI" �leneerr a Y J `I% ®g'`1® *aIi•••••®go OOF N • ® may .� W eN, �,i" O z `: �0 Q Z L) "�: v V •p'�Own a � d J z VI Do .01 vs rn Lv E-4 Z �;�o� A co L Z U1 Lv E- Y) z ^ U Arca 4 M < z WW Uaw z 0 w CL 90 0x a E.IPkE- 0 P4 cill �C a W � w Q N 0 0 0 P N W I 12 00 IN o r (AZ H on w�0 ]2 O J 0 " = W CU � n �J7 LLJ �vd � 0d0Z) �EL:2Jm DESIGN DRAWN -" WMR LACHECKED CFG DWG.N0' 2112101 JOB No. SCALE AS NOTED DATE 01/13/12 S3 SHT j 4 Q cn 0 j ■ dl �a ■ IV ■ ■ � lq (A dl ® - ■ a ■ IV ■ c0 �i fi Q .. IV ■ � ■ N 61 V N ■ �1 N ® ® N N ■IV N ® � • ■ 4'-11 1/2" 6 I 1!�'-S" 1 _� -6 _6 Q _S 1'-2' DOWEL PLAU"EMENT PLA 3/16"=1'-0" SYM50LS LEGEND ■ INDICATES GROUT FILLED CELL WITP (1) VERT. *5 CONT. FTC. TO TIE BEAM. (VERTICAL REINFORCEMENT SPALL 5E 7-4" O.G. MAX U.N.O. • INDICATES GROUT FILLED CELL WITP (2) VERT. "5 CONT. FTG. TO TIE BEAM. INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITP (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITP NO RE INFORCEMENT. z 0 U (A w 0 ril ` NI" �leneerr a Y J `I% ®g'`1® *aIi•••••®go OOF N • ® may .� W eN, �,i" O z `: �0 Q Z L) "�: v V •p'�Own a � d J z VI Do .01 vs rn Lv E-4 Z �;�o� A co L Z U1 Lv E- Y) z ^ U Arca 4 M < z WW Uaw z 0 w CL 90 0x a E.IPkE- 0 P4 cill �C a W � w Q N 0 0 0 P N W I 12 00 IN o r (AZ H on w�0 ]2 O J 0 " = W CU � n �J7 LLJ �vd � 0d0Z) �EL:2Jm DESIGN DRAWN -" WMR LACHECKED CFG DWG.N0' 2112101 JOB No. SCALE AS NOTED DATE 01/13/12 S3 SHT TRUSS PER PL CONNECTION COLUMN (2) MSTAM36 PER PLAN HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU BENT 90 DEG. HEADER FASTENERS (U.N.O.) ONE TO EACH UP STUD COLUMN 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS a PLY OF THE HTT4 wl 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR 1-21 0 (2) 2X10 AND (2) 2X10 w/ COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK ° TO BLOCK 1/2" FLITCH STUD TO HDR 0 EA. END A nU�.•+ 1 v O ENTRY BEAM DEt,41L CMU BLOCK WALL CONNECTOR LEGEND COLUMN (1) META16 FLOOR TRUSS TO CMU 10 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 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS V HTT4 wl 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR 1-21 HTS16 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 6 0 HDR C�D1d 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 CSD EA. END 2 a (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW H2X12 DRILL & EPDXY w SIMPSON SET EPDXY S10) TUD T0 HDR ®AIL EA.KING END 2 HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED n LTT208 COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED MSTC40 COLUMN ABOVE TO COLUMN BELOW ❑8 HU210-2 Fill SUL26, TRUSS TO LEDGER Fib] (2) HTS16 TRUSS TO COLUMN OR TO HEADER 1g SUR26, TRUSS TO LEDGER Ist FLOOR FRAMING PIAN 99 316 -I fl HEADER SCHEDULE COLUMN 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO O(2) # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS V U.N.O. SYP (2) 2X6's w/ (6) 16d END NAIL KING 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES H2X6 1/2" SPACER STUD TO HDR 0 EA. END 1 #2 (2) 2X8's w/ (8) END I KING WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO H2X8 1/2 SPACER 6 0 HDR C�D1d END 2 UP STUD COLUMN (2) 2X1 O's w/ (10) 16d END NAIL KING A) ALL CEILING HUNG SOFFITS AND SOFFITS H2X10 1/2" SPACER STUD TO HDR CSD EA. END 2 O (2) 2x12's w/ 16d END 7. REFER TO MANUFACTURER SPECIFICATIONS FOR H2X12 1/2" SPACER S10) TUD T0 HDR ®AIL EA.KING 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 ®16" 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. ROOF NOTES: COLUMN 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO O(2) SERVE AS A TRUSS DESIGN. 2x4 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, #2 WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. UP STUD COLUMN 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS V OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE SYP 16" O.C. MAX. OR AS OTHERWISE NOTED. BUILT 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES O4x4 AT ALL NON-BEARING WALLS AND AT VOLUME AREA PT UNLESS NOTED OTHERWISE. #2 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM O(4) WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO 2x4 CEILING. #2 6. TRUSS MANUFACTURER TO INSURE DESIGN UP STUD COLUMN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS SYP WITH CABINETS AS SHOWN ON PLANS. BUILT B) ATTIC LOCATED HVAC UNITS AS SHOWN ON O PLANS. 2x6 7. REFER TO MANUFACTURER SPECIFICATIONS FOR #2 INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE UP STUD COLUMN 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 a, @ 4" O.C. ALL EDGES AND IN THE FIELD. S 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" Q.C. AT ALL SUPPORTED EDGES AND 8" Q.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING i 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. SIDEW'ALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED „44 w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS ,. SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x o EWALL 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN FLOOR 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 C*M 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 c 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 2007 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 W Q f� J '� COLUMN SCHEDULE O(2) .CA 2x4 SYP #2 BUILT UP STUD COLUMN O(3) V 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 W Q f� J '� Li a: o h ►� Ile .CA CO 0 ° Z .� ® w et a V o V ® ' w -, m J ® ®° ;;o•�I� ��• b°® 1 J p `irr►oirl►�'IM � 3: LL. Z Q L!_ J O O w ~ J H LL. LdW -�— v V N V W � � rn ON � V)Z� W�0 :2 0 J 0 I W CO i J c� � Z ! V Q Q W { C) 0� CL:2Jm i DESIGN WMR CHECKED CFG DWG.N0. 2112101 JOB No. SCALE Z CD ilJLj�-� Pq t` Azc �3wz� E-4 Z 0'x'1 Za�a� m Gh ! �.., -. ��oza a 0 z o O ©CAI a Cq N E" 0 U DRAWN LA AS NOTED DATE 01/13/12 i 3 S4 SHT end FLOOR FRAMING PLAN 3/1619-19-099 CONNECTOR LEGEND COLUMN (1) META16 FLOOR TRUSS TO CMU 10 HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK COLUMN AND CMU TAG HEADER FASTENERS (U.N.O.) SOLID IN FLOOR BETWEEN UP STUD COLUMN O(3) HTT4 w/ 5/89' ATR, TO INVERTED HTT16, 2nd FLOOR R HTS16 I1 COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK H2X6 1/2" SPACER STUD TO HDR ® EA END SOLID 1N FLOOR BETWEEN COLUMNS 3-1 LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 H2X8 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING STUD TO HDR @ EA. END BUILT D 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 ® EA. END 2 OE(3) (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING (10) 16d END NAIL KING 2 H2X12 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 R HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED Fll LTT208 COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW 8� HU210-2 17 SUL26, TRUSS TO LEDGER 5� (2) HTS16 TRUSS TO COLUMN OR TO HEADER 18 SUR26, TRUSS TO LEDGER HEADER SCHEDULE COLUMN SCHEDULE O(2) # 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/ IN 1 H2X6 1/2" SPACER STUD TO HDR ® EA END SYP #2 (2) 2X8's w/ (8) 16d END NAIL KING 2 H2X8 1/2" SPACER STUD TO HDR @ EA. END BUILT UP STUD COLUMN (2) 2X10's w/ (10) 16d END NAIL KING 2x8 H2X10 1/2" SPACER STUD TO HDR ® EA. END 2 OE(3) (2) 2x12 'sw/ (10) 16d END NAIL KING 2 H2X12 1/2" SPACER STUD TO HDR ® EA. END 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 @16" O.C. (2) 2X8 LEDGER. ATTACH 1 st PLY TO EACH WALL STUD WITH (4) 10d ® = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS CSD 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 CSD 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 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 2007 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG= AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUCQ410-SDS O ENTRY BEAM DETAIL MSTC40 BENT 90° HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN 1 1/2"=1'-0" COLUMN SCHEDULE O(2) SCALE 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 OE(3) 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 CSD 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 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 2007 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG= AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUCQ410-SDS O ENTRY BEAM DETAIL MSTC40 BENT 90° HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN 1 1/2"=1'-0" aII ILd O co `•�a ®•o•®••®•••••• 4 ®��+� W o•® � o"'r � Q Z ` ® z N w etIr- g v Fes` ly 4 Q J 0 Z < ry 0 z ry p P Ld 0 LdW N U N u (� Li 120 ON � 7— V) Li00 :2� J 0 ., 2 W cU JZ W Q 2 Q O~UJ cy- CL :2 J m DESIGN WMR CHECKED CFG DWG.N0' 2112101 z 0 �U�C> w z ,• cd z rnup Q cc z0 10 44 Z'��W fil E oao zx rz4 E-4 0 P4 z cv O V� DRAWN JOB No. SCALE AS NOTED DATE 01/13/12 Z S5 0 I— n Cl✓ U [n Ld c%a aII ILd O co `•�a ®•o•®••®•••••• 4 ®��+� W o•® � o"'r � Q Z ` ® z N w etIr- g v Fes` ly 4 Q J 0 Z < ry 0 z ry p P Ld 0 LdW N U N u (� Li 120 ON � 7— V) Li00 :2� J 0 ., 2 W cU JZ W Q 2 Q O~UJ cy- CL :2 J m DESIGN WMR CHECKED CFG DWG.N0' 2112101 z 0 �U�C> w z ,• cd z rnup Q cc z0 10 44 Z'��W fil E oao zx rz4 E-4 0 P4 z cv O V� DRAWN LA JOB No. SCALE AS NOTED DATE 01/13/12 S5 SHT LA L2F38 L�FIb L4Flb 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEAUEN 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. 1_3F12 = L3 F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. �xxFXX —Precast Lintel PRECAST LINTEL LOAD TABLE COMPSITE W/(l)#5 TOP #5 REBAR AT TOP GROUT FILLED SOLID MIN. (1) REQ'D TYPE DESIGNATION BELOW HAVE BEEN CALCULATED QUALITY PRECAST CO., WEKIWA CONCRETE, G 1-1 /2" CLEAR F = FILLED WITH GROUT MARK MAX. CLR. OPENING U = UNFILLED 14" DEEP 22" DEEP 38° DEEP C.M.U. 16" DEEP 24" DEEP 32" DEEP L1 LX FX_ J \Z o a.. . < a° GROUT X ,!, �Z 6039 9004 10000 L2 aviol, #5 REBAR AT BOTTOM LINTEL MARK � X • OF LINTEL CAVITY NOMINAL HEIGHT 9004 10000 BOTTOM REINFORCING 3'-2" 1384 3665 PROVIDED IN LINTEL 2000 1974 7-5/8°ACTUAL (VARIES) 9924 L4 8" NOMINAL WIDTH 1025 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEAUEN 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. 1_3F12 = L3 F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. �xxFXX —Precast Lintel PRECAST LINTEL LOAD TABLE COMPSITE W/(l)#5 TOP & BOTTOM GROUT FILLED SOLID LOADS LISTED CAST—CRETE, BELOW HAVE BEEN CALCULATED QUALITY PRECAST CO., WEKIWA CONCRETE, OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LOTT'S CONCRETE, AND FLORIDA ROCK IND. MAN. MARK MAX. CLR. OPENING 6" DEEP 14" DEEP 22" DEEP 38° DEEP 8" DEEP 16" DEEP 24" DEEP 32" DEEP L1 1'-6" 3984 3665 X X 3166 6039 9004 10000 L2 2'-2" 2745 3665 X X 3166 6039 9004 10000 L3 3'-2" 1384 3665 X 2000 1974 4616 7269 9924 L4 4'-6" 1025 3960 2000 X 1060 2483 3913 5350 L5 5'-4" X X X X 1261 2653 4049 4849 1_6 6'-2" 524 N/A X X 1055 2542 4029 5047 1_8 8'-0" 340 N/A X X 635 1534 2436 3127 L9 9'-0" 293 N/A X X 483 1170 1857 2404 L10 10'-0"1 212 N/A X X 483 1170 1857 2555 L11 11'-0" 171 N/A X X 488 1224 1966 2721 L12 12'-0" 128 N/A X X 419 1053 1692 2341 L13 12'-8" N/A N/A X X 419 1053 1692 2341 L14 13'-4" N/A N/A X X 334 842 1352 1879 L16 16'-0" N/A N/A X X 272 611 988 1380 L18 18'-0" N/A N/A X X 240 611 1400 1980 L20 20'-0" N/A N/A X X 183 610 1300 1831 L21 20'-8" N/A N/A X X 183 610 1300 1831 L22 22'-8" N/A N/A X X 130 470 1250 1831 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEAUEN 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. 1_3F12 = L3 F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. �xxFXX —Precast Lintel CD c a b .3 J h z L,J O W Zv" Q Z J �Hz� � 0 c� E-4 01 . bi PA q P64 it Z a. U oP,LLJ ©x 02 zowC F- U U) W 0 N W 0 WI 0) O ON Z V) ob II�� V !F w�0 0 J n 0 .. _ W CO H�--�Z W Q _ 0 0 EL _j m DESIGN DRAWN WMR LA CHECKED OFG DWG.N0' 2112101 JOB No. SCALE AS NOTED DATE 01/13/12 i I S 6 i Lj ry CD c a b .3 J h z O � W Zv" Q ACzH J �Hz� � 0 �o�A� m c� E-4 01 . bi PA q P64 it Z 0 E"4 z U oP,LLJ ©x 02 zowC F- O v W 0 N W M WI 0) O ON Z V) ob II�� V !F w�0 0 J 0 .. _ W CO H�--�Z W Q _ 0 0 EL _j m DESIGN DRAWN WMR LA CHECKED OFG DWG.N0' 2112101 JOB No. SCALE AS NOTED DATE 01/13/12 i I S 6 SHT W Q 3/4" RECESS PER MFG, SLIDING 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK 1/2" GYP. BD. EA. SIDE SPECS GLASS DR. BARRIER W/ R-3 INSUL. 1/2" G.W.B. OVER VAPOR 8" GMU BLOCK OF 2x 'S � 1�" O.C. BETWEEN 3/4" P.T. VERTICAL II BARRIER w/ R-3 INSUL. 5P-4 (2x4) / 5P-ro (2x6) FURRING 24" O.C. I BETWEEN 3/4" P.T. VERTICAL 11 1/2" x �" WEpGE /5P-8 (2x8) a. LOPE a a (1) *5 FROM FTG. TO FURRING -6 24" O.C. (U *5 FROM FTG. TO I' EACH STUD q d' TIE BEAM SPLICE TO I FA. END OF WAL©M TOP 4 BOTTOM e 3-1/2" CONC. SLAB II BE MIN. 30" GROUT I I 3 1/2" CONC. SLAB 1 TIE BEAM SPLICE TO AND 32" O.C. PT. BOT. PLT. °. a .�. SILL F MED ON SITE w/ FI5ERME5H REINF. CELL SOLID w/ FIBERMESH REINF. I BE MIN, 30" GROUT OVER (o MIL. I $}-WR. I I INTERIOR OVER 6 MIL CELL SOLID � ,d . XP JOINT z °<.' VAPOR BARRIER I I I VAPOR BARRIER 1 - - ° ° d ' °_ O -_ -_--I I °� 4 1/2" CASING T� ° III—IiI=III- II �I-I�I VIII '— I I = °- GRADE I I �' ALUMINUM THRESHOLD A U m =111= a°, a " ° GRADE I=III--11 III=1 I I=1 I III=IIIb 3-1/2" CONC. SLAB 1 d ° , ° a .dl I_I I = - I_ (2) *5'5 conk. 1 I 1=1 I I I 1=1 I I III— SLOPE _ _ C2500 P.S.I.) W/ - I (- Z W/ 3 MIN. CLEAR SILL FORMED ON SITE W —11 I =11 a 11—I I 1=11- IEEE I I; I — 6x& 10/10 W.W.M. 1=1111 b III=111= } r—= —II SII SII =III A/G CHASE =III= - a,° I I= I I I i AND MIL. VAPOR 3/4" RECESS �_- I=III `III=I WHERE 2ND STORY OCCURS °- I=I I I= PVC SLEEVE TO BARRIER " I = 1=III I � _I I �=III -III I I � —=III=1 � I � —1 BE TWICE THE III I i I I -III � FTG SHALL BE 1'-8" WIDE a _ MONOLITHIC FOUNDATION' I I _ --III_ m III=I I T I= III-III=1 DIAMETER OF -= _ W/ (3a BARS ° —III= I I CLEAN I f -I 11=1 _' PROTECTED PIPE W/ (2) *5 DIA. RODS CONT. 1-4 III COMPACTED FILL ON CHAIRS 1 -4 III III=III-1 I I UPLIFT CONNECTORS SUCH AS SP's, His, AND ANCHOR BOLTS ARE NOT PER FCxp c 95% STANDARD 11-011 I'-4" REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALL5 SPECS DENSITY (1) *5 CONT. Kl REQUIRE ANCHOR BOLTS AND SHOULD PE PROVIDED PER PLAN. WHERE 2ND STORY OCCURS W/ 3 MIN. CLEAR FTG SHALL BE 1'-0" WIDE EXP JOINT BARS A o W G�10N S IUJfi�c C EXTERIOR DOOR FOOTING E 2 3 NTS � � � �'1 Lj 'it W1 5LOC< NTS NTS C�-Ir45 DETAIL I� INT. i�C U, ALL FTG. NTs �'OU�� 51��5 NTs � a: p per" ®•°• •paaq�14 ,v �+ Ci :a = z • • "- U ••• e• 1 Q • 0 1/2" GYP. BD. EA. SIDE OF FILLED CELL' 2x'6 e 1(o" O.C. a I 1/2" J -BOLTS 6" FROM NON -LOAD EA. END OF WALL GARAGE 411 BRCS. WALL AND SPACE -832" O.G. _ ® n' (6" MIN. EMBED) NO 2 1/411 8" CMU BLOCK 3 1/2" CONC. SLAB I I _w ALLOWED ANCHORS SP -4 (2x4) / SP -6 (2xro) TOP VIEW -s CORNER °II /6P-8 (2x8) ;11 (1) *5 FROM FTG. t0 EACH STUD 7 � 3 1/2" CONI. SLAB � TIE BEAM SPLICE TO � L1 � O � ° a GRADE I I j Pt SOT. PLT. TOP BOTTOM �"+ � w/ FIBERMESH REINF. � .. B� MIN. 25 GROUT �... W Z � r,. ' GARAGE WALL OVER (o MIL. 's CELL SOLID W A �-"CQ -T --- �------- �4 - - -.- .----� VAPOR BARRIER } coZ ►EI I I=111111 -� z .� 1=111.;,11111111 ,1 1-I1' A- -�- - -� e cf� d 3 1/2" CONC. SLAB 411 d ° C H " CO T� � 11 11#E-)'6 °, GRADE CO WW 8 x 8 THICKENEp (3) CONT, E Z SLAB w/ (I) *5 CONT. (2) *5'S CONT. W/ 3" MIN. CLEAR 1011 1011 _ ® ''3 .DIY, Z a p 4 O W1 3" MIN. CLEAR . -"a P. 4 a S �aE�`: III—III—III—III - I I I_I I I—II z -1!4 va w UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT I-III—III—I i 1-1 I I-= = III �� I - - I o Q x E 5. SH A WALLS 11=1 1=1 11=1 I= 11=I 11-� -� I 5" x 8" THICKENED - -- �" 0 REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCE E R -III-1 I" -III - III—I I I—I I I=I - Ld O x REG2UIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN, ° i 1= — — - —� EDGE W/ (1) *5' MONOLITHIC FOUNDATIO I - a CLEAN J Z I a -III°� III- III -III CONT. W/ (2) *5 DIA. RODS COMPACTED FILL ~ �a cQ E- cQCONT. ON CHAIRS 1 -4 95io STANDARD _ D O CQ DENSITY O WHERE 2ND STORY OCCURS L J Lj_ FTG SHALL BE 1'-8" WIDE W/ (3) *5 BARS = m Ln OFF5ET FOOTING S OFF5ET FOOTING 9 T� I C ENED EDGE GARAGE CURS THIC<ENEE) EDGE NTS � NON��,�i�INC� NTS 5EARINCC� 3/�.�,��,_�,� 6GARAGE DOOR NTS ��' TAI NTS N V) 14) 12 o) o p �y Z � 10 1/2" GWB OVER VAPOR S" CMU BLOCK 1/2" G.W.B. OVER BARRIER W/ R-3 IN5UL. BEYOND 1/2" G.W.B. OVER w O 1 S" CMU BLOCK BETWEEN 3/4" P.T. VERTICAL 1 1/2" P.T. VERTICAL II S" CMU BLOCK 0 J 1 1/2" P.T. VERTICAL I FURRING -s 24" O.C. FURRING w 24" O.G. FURRING e 24" O.C. II EXTERIOR DOOR II (1) *5 FROM FTG. t0 O (1) *5 FROM FTG. TO = W II TIE BEAM SPLICE TO i� TIE BEAM SPLICE TO 3-1/2" CONC. SLAB (3) *5'6 CONT. I v (3) *5'6 CONT. BE MIN. 30�" GROUT w/ FIBERMESH REINF. W/ 3" MIN. CLEAR BE MIN. 30" GROUT J U, a W/ 3" MIN. CLEAR I CELL SOLID OVER 6 MIL. MTL. THRESHOLD SET � �I DELL SOLID II VAPOR BARRI IN SEALENT � 1 u Z 4 10 1/2" Lu V Q _ Q !' GRADE - °` , Q — 0 Q p — e —I I I=1 I I I I d °. __ _ a___I —I I I_I —111= ;III—I I—III f a I I—III J m III --III I I°° d I I I I F I I —I 1=) I 1=111=1 11- 1=1 1=i 11= DESIGN DRAWN =1 I I—I I II III III—III—III -III 11-1 I I=1 I I p I I 1=1 I (- CLEAN WMR u s, I— °' I I 1=1 I - — I 1=III—III COMPACTED FILL — ____ _ _ _ 950 STANDARD I. =1 I I° 1 1 1 1 I I I=1 =1 11=1 11=1 I I I— I1 -1I I I- DENSITY i I =III=III-I I I—I 11=1 I- ° ° CHECKED CFG all 21-011 all MONOLITHIC FOUNDATION I I III—III-1 L -I DWG.No. 2112101 W/ (2) *5 DIA. RODS CONT. --° I 1=III- 811 21-011 811 ON CHAIRS JOB No. WHERE 2ND STORY OGGUR SCALE AS NOTED FTG SHALL BE 1'-8" WIDE DATE W/(3)'S BARS 01/13/12 ��,�� CU�'.�3 NOT NOT � 12 ENTRY DOOR 13 = , _ �� 1�SD1 ��,i �� 3/�4 1 � Lo�' ,_ ,� DETAIL NTS AT �'Afi`�`�'WALL U5ED U5ED � SHT FOOTING 3/� -1 � 1/2" GYP. BOARD 1/16" 0.5.8. SHEATHING PECKING PER 2x4 STUDS Q 16" O.G. FLOOR NAILING 2x4 BOTTOM PLATE SCHEDULE TRUSS PER PLAN 1/2" ANCHOR BOLT w/ WASHER 6 32" O.C., DRILLED AND EPDXY w/ SIMPSON SET EPDXY, OR EQUIV., MIN. 4" EMBED a a,.. ad NAILS 6 3" O.C. WALL d.. SHEATHING TO BOTTOM PLATE d d 0.5.8. TO OVERLAP BOT. PLATE 1 1/4" (MIN.) S" CMU WALL NOTE: REFER TO TRUSS MAN. SPECS FOR BLOODING REQ. 2 5TORY CONNECTION PARAl��l� �� 1/2" GYP. BOARD DECKING PER — FLOOR NAILING SCHEDULE 1/2" GYP. BOARD 7116" 0.5.8. SHEATHING 2x4 STUDS e 16" O.C. 2x4 BOTTOM PLATE ATTACH RIBBON BOARD TO TRUSS w/ (3) imd NAILS ATTACH SHEATHING TO RIBBON BOARD WITH ad NAILS 6 3" O.C. ATTACH SHEATHING t0 FLOOR TRUSSES WITH (2) ad NAILS EVERY 3" O.C. META16 PER PLAN PT Ix NAILER_/ AS REQ'D. S" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 2 5TORY CONNECTION FERF. WALL R, NAIL TO BRG LUALL PER '.ONTINUOUS FROI" I TOP OF .ATE TO BOTTOM PLATE. 16" O.C. E BOTTOM PLATE DOWN HUD (OR 40-2 FOR BOTTOM PLATE TO EACH 5L IT FLOOR DECKING TO ODATE STRAW' 3 WALL TO FLOOR TRUSS CONNECTION DETAIL 1i2 " GYP. BOARD DECKING PER FLOOR NAILING --\ SCHEDULE (2) imd NAILS 6" O.C. TRUSS TOP CHORD TO 2X4 2x4, CONTINUOUS META16 a EACH TRUSS VERTICAL 1/2 " GYP. BOARD PT Ix NAILER AS REQ'D. — 1/16" O.S.B. SHEATHING 2x4 STUDS @ 16" O.G. 2x4 BOTTOM PLATE ad NAILS 3" O.C. WALL SHEATHING TO TRUSS BOTTOM CHORD O2 STOR'r CONNECTION � PARALLEL UJ,4LL 1 1/2=�-r�° 1/16" 055 OR 1/2" PLYWOOD LVL OR GIRDE PER PLAN ad NAILS -a 3" �. BOARD �G PER NAILING ULE 9'-4" A.F.F. BRC. HGt. iRU55 PER PLAN N OR 2 PLIES) 2 X4's a 1611 O.C. (TYP) 1/2' GYP. BOARD FLOOR DECK � 1G/ 011 I 2X NAILER W/ (2) 10d NAILS c 16" O.C. ROOF SHEATHING FASTEN PER PLAN EXT. SHEATHING CONT. FROM TOP PLT. TO BOT. OF GIRDER, FASTEN PER PLAN GIRDER PER PLAN 2X NAILER W/ (2) 10d NAILS 0) 16" O.C. TRUSS 5 OWALL TO GIRDER CONNECTION DETAIL i 1/21=r -m° HU26 TRU55 TO LEDGER DOUBLE 2X8 LEDGER. ATI let PLY TO FLOOR TRUSS u imd NAILS IN EACH VERTIC ATTACH 2nd PLY TO let PLY WITH (2) ROWS OF 10d NAILS D 6" O.C. PER ROW STAGGERED 3" NOTE: REFER TO J015T MAN. SPECS FOR BLOCKING REQ. 2 STOR%T- CONNECTION TRU66 TO LEDGER AT PARALLEL WALL NTS CONNECTION L �N MID -POINT BLOCKING BETWEEN 51 TRUSS (BY OTHERS) HGAIOKT -s 48" O.C., TRU55 TO TOP PLATE DOUBLE TOP PLATE, U.N.O. SP4 m EACH STUD FIRE RATED WALL SYSTEM, SEE ARCHITECTURAL PAGES FOR DESCRIPTION 2x STUDS 6 16" O.C. PER PLAN SP4 EACH STUD 1(p" HIGH KNEE WALL, STUD SPACING -s 16" O.C. FLOOR SRCa HGT ?EFER TO PLANS NIV 1/2" DIA ALL " ROD 6 48" 0. EMBED, DRIL. w/ SIMPSON 5 OR EQUIVALE 2x4 PT FURRING 6 24" O.C. s" CMU WALL 1) #E✓ FROM FTG. TO IE BEAM SPLICE 0 BE MIN. 30" 3ROUT CELL SOLID s 2 STORY FARTYWALL SECTION 6 STAIRS 3/4"=1'-m" MID -POINT BLOCKING BETWEEN 51 TRUSS (BY OTHERS) HGA10<T 6 48" O.C., TRU55 TO TOP PLATE DOUBLE TOP PLATE, U.N.O. 51-4 -3 EACH STUD FIRE RATED WALL SYSTEM, SEE ARCHITECTURAL PAGES FOR DESCRIPTION 2x STUDS 6 16" O.C. PER PLAN SP4 6 EACH STUD FLOOR DECKING PER PLAN FLOOR SYSTEM PER PLAN 1/2" DIA ALL THREAD ROD 6 48" O.G., 5" EMBED, DRILL B EPDXY w/ SIMPSON SET EPDXY OR EQUIVALENT 2x4 PT FURRING 6 24" O.C. s" CMU WALL 1) "5 FROM FTG. TO 'IE BEAM SPLICE '0 BE MIN. 30" xROUT CELL SOLID 9 2 STORY FART1'WAL L SECTION i i w Q r) 0 I//.''— ry U cn W a e 1 a Ld k,r uj qt 04 It ••r ••• �,ey C ff W ul d r- N— :2! V A U , •i Z11 •° i7 ee Q 2 o 4 "m J W C/� ill �Av Q 0" W a m .-. EM d. z�MEWWWQ QE awc a -1 z �� a I-_ < � E-� o Cit E'' F- I— a F... V) Ld W 0 P B N Li J :2V //��+� Li aC N DU (nZ� Lij 0 0 J 0 = W cA J 0 z W I—=� 0 HUJ -_ �Q0 CL J m � ra DESIGN WMR DRAWN LA CHECKED GFG DWG.No. 2112101 JOB No. �n SCALE AS NOTED DATE 01/13/12 SD2 SWT i W FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS �o FROM ENDS AND 16 O.C. MAX. < FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL Q 2x�o STUDS � leo" O.C. 5/8 TYPE X GYP. BD. W/ SP6's TOP 4 BOTT. PROVIDE 114" PLT ON BOT. OF BLOCK SUCK SPECIFIED BY REFER to ELEV. WINDOW/DOOR MANUFACTURER FOR OVERHANG ARCH WINDOW TYf=, CORNEA'. VERT. , MARBLE SILL � „ 2 STORY CONNECTION FRAMING DETAIL NTS 2 WALL REINFORCING NTS 3 TIE �E,41'� OTL. 1% =1-� � 1X2 P.T. FURRING WINDOW ALT, W1 FIRE RATED PANEL Q 6 2'-0" O.C.PER FLOOR PLAN } 9 PRECA8T CONC. SILL TYP. -w ALL 1/2" GYP BOARD SHEATHING I WINDOWS 2x4 STUDS ya DECKING PER 16" O.C, c W TW N FLOOR NAILING NOTES: 10 5 BAR CONT. R3 IN5UL BETWEEN SCHEDULE 2x4 BOTTOM ca 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBC 2001 TIE -BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ -_-_- .-- -- 1X4 P.T. NAILER ATTACH pa ®®`®•�•,•®®® ®�� o INTERIOR 5 FACE OF WINDOW, FASTEN VERT RE INF. BEYOND SHEATHING •c ® 1' • + ��, a N BUCK TO MASONRY W/ C1) ROW OF 3/16"X4" TAPGON& i II TO RIBBON .• d'' LL. ,�� ® d WOOD BASE II Bx8x16 CONC BLOCK BOARD WITH ,' p a W RECE55E 6" FROM ENDS AND 16" O.C. MAX. . CAST M GE OF BUCK 3-I/2" CONC. BLAB 3" O.G. ;» - <C z PRE 6" FROM N BE 1 1/2 MIN. FROM ED Sd NAILS S - C� Z o HEADER 3. BUCKS LE55 THAN 2X TO BE FASTENED PER PLAN �.b �. ® V II MAIN FLOOR ®-� ® W/CUT NAILS OR EQUIVALENT, VALENT, STRUCTURAL - - - - - ELEV 0'-0" ATTACN CONNECTION OF WINDOW TO STRUCTURE - - - - - - - 000•p,� J A8 I I SHEATHING i��OO/� •..�`�, ag BY OTHERS IN THIS C E - ' a ° 4 °y TO FLOOR�® a 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I TRU58E8 z J ADDED TO EX15TING 2X BUCKED OPENING, USE I1"=I I e _4 —� = - REFER FOUNDATION °+ WITH l2) ,`�, ,' =, OJ (3)ROWS OF 10dX3" NAILS STAGGERED -w1211 O.C. U. I I—III - I �. I I I ---I I I- =III= PLAN FOR FTG. ad NAILS f� �' 6EA. SUCCESSIVE BUCK III=III ° I= I _ - INFORMATION A EVERY 3" 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED POURED CELL W/1 +5 BAR —I I I=III _� I—III FOR THE SAME OPENING IF WINDOW MANUFACTURER I I=III _ _ I=III=III 1/2" GYP. ° META16 PER PLAN O.G. CONT. FROM BEAM TO IE BOARD BUCK SPECIFIED BY AND PLAN REQUIREMENTB(FABTENING) ARE MET. FOOTING. �I I I=III—III—III-III=I WINDOW/DOOR MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED III=III=III=) I I PT ix TO 2X BUCK W/ (2) ROWS OF ad NAILS sl(o" O.C. FASTEN = NAILER AS V) REQ' WINDOW TO 2X PER WINDOW MANUFACTURER'& SPECS. D. Z a—all GMU WALL —� o NTS N CTION `Z w4°'.� 6 STEL' DOWN TIE 5EAM NTS � TYPICAL 5LOC< WALL SECTION ,a 2 STORY CON � „_�,_ „ � � � m � cq DOOR 5UC< DTL. NTS AT CANTILEVER I m W � Ig � �40� 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS a EA. z C� A r CO (1)*5 iN TIE BEAM - CENTER BUCK END. BLOCK ADJACENT BAYS 'a EA. REFER TO DIAGONAL AS SHOWN. FASTEN ROOF ✓/� PLANS FOR D1 EXACT SIZE OF a `� (Dz p" O q V)�: SHEATHING TO BLOCKS w/Sd NAILS 1'-4" MAX. CA. Q Zrn W W H (1)#5 BAR IN PRECAST LINTEL J Z CONT. 2X4 Q L a p� 0 x 0 3/8 DIA. ANCHOR C2)#5's VERTICAL IN GROUT FILLED 2X4'8 � 24" O.C. �'" F" � F'' p pE.+, � E CELL 2 X 4 P.T. COP BUCK w I B IMP50N HGA -10 � - � �--- � U � GABLE END 48" O.G. (Y (1)� VERTICAL IN SHEATHING OBB NOT REQUIRED a 1--- V) } GROUT FILLED CELL e (5) 16d NAILS FASTEN PER PLAN. TO BE CONT. -0 THE W (45 REQ'D PER PLAN) 2 X 6 BRACE TO P.T. BUCK EACH TRANSITION FROM 81DE OF OPENING BLOCKING BPLIGE AS REQ'D, TOP PLT. TO GABLE _ I 11 TRU55 ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO SIMPSON HGA-10 BE GROUT FILLED 0 AT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16dD5L. 2x4 TOP PLT. WASHER W/ EACH ANCHOR. NAIL&. � B NOT REQUIRED (let BOLT TO BE 8" MAX. ABV. CURB, REST TO FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.G.) TO N CONT. THE TRANSITION FROM FASTEN SIDE WALL BEAM TO GABLE SHEATHING PER GABLE BRACING 48" TRUS8 PLAN. O.C. MAX. 45' FROMe NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10°) SIMPSON H-10 N AND 51ZED PER NOTES START BOLT& AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP GARAGE CURB (S" MAX.) FROM EAVES. PLT. L I3 0 12 0) $ EXTEND SHEATHING ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** Ld Li NOT USED VERT. REINFORCING ��'„ 5UCK DETAIL NTS SIMPSON H-10 TO BOTTOM OF TD Fi�',�1„(E WALL CONNECTION � = N > DIAGONAL BEAM NAIL w/ ad BEAM NAILS 6 3" O.G. Z V) o0 ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** w�:0 SEAM CONNECTION o J ---TIE-BEAM - �� •. - =I MIN O • i EXT. SHEA 1 EA. SIDE PLAN PRECAST MIMI (2) PT 2X6 02 (OR BETTER) BYP PRECAST SILL Imo■ — PRE-ENGINEERED WD TRUSS, 24" O.C. "�I., ,-11 MIN ■3-IFER M1■1M® mm ,—■ rte'- u Q Mimi DECKING PER 111101■ ONE -� Z mm PT 2X8 PLT., CANT. FOR Mimi tmm 1/2" J -BOLTS w/ U Q 1 R-30 INSULATION FLOOR NAILING WASHERS (MIN. 6" W i- _ J SURFACE m EMBED) MIN. 6" SUCK SPECIFIED BY REFER to ELEV. WINDOW/DOOR MANUFACTURER FOR OVERHANG ARCH WINDOW TYf=, CORNEA'. VERT. , MARBLE SILL � „ 2 STORY CONNECTION FRAMING DETAIL NTS 2 WALL REINFORCING NTS 3 TIE �E,41'� OTL. 1% =1-� � 1X2 P.T. FURRING WINDOW ALT, W1 FIRE RATED PANEL Q 6 2'-0" O.C.PER FLOOR PLAN } 9 PRECA8T CONC. SILL TYP. -w ALL 1/2" GYP BOARD SHEATHING I WINDOWS 2x4 STUDS ya DECKING PER 16" O.C, c W TW N FLOOR NAILING NOTES: 10 5 BAR CONT. R3 IN5UL BETWEEN SCHEDULE 2x4 BOTTOM ca 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBC 2001 TIE -BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ -_-_- .-- -- 1X4 P.T. NAILER ATTACH pa ®®`®•�•,•®®® ®�� o INTERIOR 5 FACE OF WINDOW, FASTEN VERT RE INF. BEYOND SHEATHING •c ® 1' • + ��, a N BUCK TO MASONRY W/ C1) ROW OF 3/16"X4" TAPGON& i II TO RIBBON .• d'' LL. ,�� ® d WOOD BASE II Bx8x16 CONC BLOCK BOARD WITH ,' p a W RECE55E 6" FROM ENDS AND 16" O.C. MAX. . CAST M GE OF BUCK 3-I/2" CONC. BLAB 3" O.G. ;» - <C z PRE 6" FROM N BE 1 1/2 MIN. FROM ED Sd NAILS S - C� Z o HEADER 3. BUCKS LE55 THAN 2X TO BE FASTENED PER PLAN �.b �. ® V II MAIN FLOOR ®-� ® W/CUT NAILS OR EQUIVALENT, VALENT, STRUCTURAL - - - - - ELEV 0'-0" ATTACN CONNECTION OF WINDOW TO STRUCTURE - - - - - - - 000•p,� J A8 I I SHEATHING i��OO/� •..�`�, ag BY OTHERS IN THIS C E - ' a ° 4 °y TO FLOOR�® a 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I TRU58E8 z J ADDED TO EX15TING 2X BUCKED OPENING, USE I1"=I I e _4 —� = - REFER FOUNDATION °+ WITH l2) ,`�, ,' =, OJ (3)ROWS OF 10dX3" NAILS STAGGERED -w1211 O.C. U. I I—III - I �. I I I ---I I I- =III= PLAN FOR FTG. ad NAILS f� �' 6EA. SUCCESSIVE BUCK III=III ° I= I _ - INFORMATION A EVERY 3" 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED POURED CELL W/1 +5 BAR —I I I=III _� I—III FOR THE SAME OPENING IF WINDOW MANUFACTURER I I=III _ _ I=III=III 1/2" GYP. ° META16 PER PLAN O.G. CONT. FROM BEAM TO IE BOARD BUCK SPECIFIED BY AND PLAN REQUIREMENTB(FABTENING) ARE MET. FOOTING. �I I I=III—III—III-III=I WINDOW/DOOR MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED III=III=III=) I I PT ix TO 2X BUCK W/ (2) ROWS OF ad NAILS sl(o" O.C. FASTEN = NAILER AS V) REQ' WINDOW TO 2X PER WINDOW MANUFACTURER'& SPECS. D. Z a—all GMU WALL —� o NTS N CTION `Z w4°'.� 6 STEL' DOWN TIE 5EAM NTS � TYPICAL 5LOC< WALL SECTION ,a 2 STORY CON � „_�,_ „ � � � m � cq DOOR 5UC< DTL. NTS AT CANTILEVER I m W � Ig � �40� 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS a EA. z C� A r CO (1)*5 iN TIE BEAM - CENTER BUCK END. BLOCK ADJACENT BAYS 'a EA. REFER TO DIAGONAL AS SHOWN. FASTEN ROOF ✓/� PLANS FOR D1 EXACT SIZE OF a `� (Dz p" O q V)�: SHEATHING TO BLOCKS w/Sd NAILS 1'-4" MAX. CA. Q Zrn W W H (1)#5 BAR IN PRECAST LINTEL J Z CONT. 2X4 Q L a p� 0 x 0 3/8 DIA. ANCHOR C2)#5's VERTICAL IN GROUT FILLED 2X4'8 � 24" O.C. �'" F" � F'' p pE.+, � E CELL 2 X 4 P.T. COP BUCK w I B IMP50N HGA -10 � - � �--- � U � GABLE END 48" O.G. (Y (1)� VERTICAL IN SHEATHING OBB NOT REQUIRED a 1--- V) } GROUT FILLED CELL e (5) 16d NAILS FASTEN PER PLAN. TO BE CONT. -0 THE W (45 REQ'D PER PLAN) 2 X 6 BRACE TO P.T. BUCK EACH TRANSITION FROM 81DE OF OPENING BLOCKING BPLIGE AS REQ'D, TOP PLT. TO GABLE _ I 11 TRU55 ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO SIMPSON HGA-10 BE GROUT FILLED 0 AT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16dD5L. 2x4 TOP PLT. WASHER W/ EACH ANCHOR. NAIL&. � B NOT REQUIRED (let BOLT TO BE 8" MAX. ABV. CURB, REST TO FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.G.) TO N CONT. THE TRANSITION FROM FASTEN SIDE WALL BEAM TO GABLE SHEATHING PER GABLE BRACING 48" TRUS8 PLAN. O.C. MAX. 45' FROMe NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10°) SIMPSON H-10 N AND 51ZED PER NOTES START BOLT& AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP GARAGE CURB (S" MAX.) FROM EAVES. PLT. L I3 0 12 0) $ EXTEND SHEATHING ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** Ld Li NOT USED VERT. REINFORCING ��'„ 5UCK DETAIL NTS SIMPSON H-10 TO BOTTOM OF TD Fi�',�1„(E WALL CONNECTION � = N > DIAGONAL BEAM NAIL w/ ad BEAM NAILS 6 3" O.G. Z V) o0 ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** w�:0 SEAM CONNECTION o J ---TIE-BEAM - f ON EVERY OTHER STUD O (1) A33 EA. SIDE OD 2X Lu/ 3/16 "x3-1/4" TAPCON5 TO CMUAND (4)106A2 1111 NAILS PER CONNECTOR (1) 51MP5ON A33 EA. 51DE OF 2X w/ 3/161'x2-1/4" TAPCONS TO CMU AND (4) 106A" NAILS PER CONNECTOR. NOTCH 2X6 48 NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 02 (OR BETTER) BYP PRECAST SILL — PRE-ENGINEERED WD TRUSS, 24" O.C. 2x(o DBL. BOTTOM PLATE z = rte'- u Q DECKING PER TO PLT. -� Z z PT 2X8 PLT., CANT. FOR qm = V 1/2" J -BOLTS w/ U Q 1 R-30 INSULATION FLOOR NAILING WASHERS (MIN. 6" W i- _ J SURFACE m EMBED) MIN. 6" I-- (_) Q ALL LAPS IN MASONRY 25" QQ HURRICANE ANCHOR AT EACH TRU68 SCHEDULE FROM EA. END AND 0 O PROVIDE 166 NAIL B 32" O.G. MAX. A35 DIAGONAL TO CL �L J m GABLE END TRUSS 0=00 W(1)05 (REFER TO ROOF PLAN) TRU65 BOT. CHORD C.G.*NOTE: TO PLT. 12" C. GABLE& SMALLER THAN 8' DO NOT REQUIRE BRACING*** � DESIGN DRAWCLEAR, CONT. IN CIE - 5/8" TYPE X GYP. BD. CLSi�,4N CONNECTION � WMR LAMAX. HGAIOKT ia 32 D.G. CHECKED CFG RUNNING BAR BEAM COARSE TILE ON (APPLIED ACCORDING TO DWG.No. 2112101 LINTEL BELOW MANUF. SPEC.) 150 ROOF FELT ON 5/8" NON -LOAD BEARING JOB No. TIE BEAM COURSE a SCALE PROVIDE HANGERS TO HOLD ROOF SHEATHING ON ROOF TRUSSES. FIRE RACED PANEL AS NOTED DATE 01/13/12 ***NOTE: GABLES SMALLER THAN GROUT TIE BEAM a < BAR IN PLACE DURING POUR, 1/2" DIA. THREADED C1 U WALL CONNECTION COARSE SDLIp REFER TO MAN. SPECS. FOR JA �I �I I ELEVATION VARIES ROD W/ COUPLER (IF REQUIRED), 6 EMBED " SPACING REQUIREMENTS IF TOP OF MASONRY 32" O.C. REQUIRED NOM. 8" CMU a **HANGERS NOT REQUIRED IF 1/2 DRYWALL _4. ALUM. DRIP EDGE 2-1/8" ATTACH GYP. BD TO PANEL WITH (2) 86 Z O L �. LINTEL BLOCKS ARE USED ° AND 2" HOLD 15 MET 2x4 CONT. SUBFASCIA a . NAILS EVERY 3" O.C. °. 1x2 PT NAILER oa ° n VENTED ALUM. SOFFIT 1/2" GYP. BOARD META16 PER PLAN Fy L_z "5 CORNER BAR (APPLIED ACCORDING To MA UF. SPEC.) U PROVIDE SCREEN WHEN 0 GROUTED CELL BLOCK BELOW 15 NOT TYP. SINGLE TIE -BEAM PT Ix NAILER W REQUIRED TO BE FILLED W/ (1) 05 CONT. GROUT AS REQ D. ff�:R_V' SOL ID CMU WALL PRECAST CMU LINTEL 0 OPENING NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. e� SUCK SPECIFIED BY REFER to ELEV. WINDOW/DOOR MANUFACTURER FOR OVERHANG ARCH WINDOW TYf=, CORNEA'. VERT. , MARBLE SILL � „ 2 STORY CONNECTION FRAMING DETAIL NTS 2 WALL REINFORCING NTS 3 TIE �E,41'� OTL. 1% =1-� � 1X2 P.T. FURRING WINDOW ALT, W1 FIRE RATED PANEL Q 6 2'-0" O.C.PER FLOOR PLAN } 9 PRECA8T CONC. SILL TYP. -w ALL 1/2" GYP BOARD SHEATHING I WINDOWS 2x4 STUDS ya DECKING PER 16" O.C, c W TW N FLOOR NAILING NOTES: 10 5 BAR CONT. R3 IN5UL BETWEEN SCHEDULE 2x4 BOTTOM ca 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBC 2001 TIE -BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _ -_-_- .-- -- 1X4 P.T. NAILER ATTACH pa ®®`®•�•,•®®® ®�� o INTERIOR 5 FACE OF WINDOW, FASTEN VERT RE INF. BEYOND SHEATHING •c ® 1' • + ��, a N BUCK TO MASONRY W/ C1) ROW OF 3/16"X4" TAPGON& i II TO RIBBON .• d'' LL. ,�� ® d WOOD BASE II Bx8x16 CONC BLOCK BOARD WITH ,' p a W RECE55E 6" FROM ENDS AND 16" O.C. MAX. . CAST M GE OF BUCK 3-I/2" CONC. BLAB 3" O.G. ;» - <C z PRE 6" FROM N BE 1 1/2 MIN. FROM ED Sd NAILS S - C� Z o HEADER 3. BUCKS LE55 THAN 2X TO BE FASTENED PER PLAN �.b �. ® V II MAIN FLOOR ®-� ® W/CUT NAILS OR EQUIVALENT, VALENT, STRUCTURAL - - - - - ELEV 0'-0" ATTACN CONNECTION OF WINDOW TO STRUCTURE - - - - - - - 000•p,� J A8 I I SHEATHING i��OO/� •..�`�, ag BY OTHERS IN THIS C E - ' a ° 4 °y TO FLOOR�® a 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE I TRU58E8 z J ADDED TO EX15TING 2X BUCKED OPENING, USE I1"=I I e _4 —� = - REFER FOUNDATION °+ WITH l2) ,`�, ,' =, OJ (3)ROWS OF 10dX3" NAILS STAGGERED -w1211 O.C. U. I I—III - I �. I I I ---I I I- =III= PLAN FOR FTG. ad NAILS f� �' 6EA. SUCCESSIVE BUCK III=III ° I= I _ - INFORMATION A EVERY 3" 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED POURED CELL W/1 +5 BAR —I I I=III _� I—III FOR THE SAME OPENING IF WINDOW MANUFACTURER I I=III _ _ I=III=III 1/2" GYP. ° META16 PER PLAN O.G. CONT. FROM BEAM TO IE BOARD BUCK SPECIFIED BY AND PLAN REQUIREMENTB(FABTENING) ARE MET. FOOTING. �I I I=III—III—III-III=I WINDOW/DOOR MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED III=III=III=) I I PT ix TO 2X BUCK W/ (2) ROWS OF ad NAILS sl(o" O.C. FASTEN = NAILER AS V) REQ' WINDOW TO 2X PER WINDOW MANUFACTURER'& SPECS. D. Z a—all GMU WALL —� o NTS N CTION `Z w4°'.� 6 STEL' DOWN TIE 5EAM NTS � TYPICAL 5LOC< WALL SECTION ,a 2 STORY CON � „_�,_ „ � � � m � cq DOOR 5UC< DTL. NTS AT CANTILEVER I m W � Ig � �40� 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS a EA. z C� A r CO (1)*5 iN TIE BEAM - CENTER BUCK END. BLOCK ADJACENT BAYS 'a EA. REFER TO DIAGONAL AS SHOWN. FASTEN ROOF ✓/� PLANS FOR D1 EXACT SIZE OF a `� (Dz p" O q V)�: SHEATHING TO BLOCKS w/Sd NAILS 1'-4" MAX. CA. Q Zrn W W H (1)#5 BAR IN PRECAST LINTEL J Z CONT. 2X4 Q L a p� 0 x 0 3/8 DIA. ANCHOR C2)#5's VERTICAL IN GROUT FILLED 2X4'8 � 24" O.C. �'" F" � F'' p pE.+, � E CELL 2 X 4 P.T. COP BUCK w I B IMP50N HGA -10 � - � �--- � U � GABLE END 48" O.G. (Y (1)� VERTICAL IN SHEATHING OBB NOT REQUIRED a 1--- V) } GROUT FILLED CELL e (5) 16d NAILS FASTEN PER PLAN. TO BE CONT. -0 THE W (45 REQ'D PER PLAN) 2 X 6 BRACE TO P.T. BUCK EACH TRANSITION FROM 81DE OF OPENING BLOCKING BPLIGE AS REQ'D, TOP PLT. TO GABLE _ I 11 TRU55 ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO SIMPSON HGA-10 BE GROUT FILLED 0 AT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.C. DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16dD5L. 2x4 TOP PLT. WASHER W/ EACH ANCHOR. NAIL&. � B NOT REQUIRED (let BOLT TO BE 8" MAX. ABV. CURB, REST TO FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.G.) TO N CONT. THE TRANSITION FROM FASTEN SIDE WALL BEAM TO GABLE SHEATHING PER GABLE BRACING 48" TRUS8 PLAN. O.C. MAX. 45' FROMe NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10°) SIMPSON H-10 N AND 51ZED PER NOTES START BOLT& AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP GARAGE CURB (S" MAX.) FROM EAVES. PLT. L I3 0 12 0) $ EXTEND SHEATHING ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** Ld Li NOT USED VERT. REINFORCING ��'„ 5UCK DETAIL NTS SIMPSON H-10 TO BOTTOM OF TD Fi�',�1„(E WALL CONNECTION � = N > DIAGONAL BEAM NAIL w/ ad BEAM NAILS 6 3" O.G. Z V) o0 ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** w�:0 SEAM CONNECTION o J ---TIE-BEAM - f O (1) A33 EA. SIDE OD 2X Lu/ 3/16 "x3-1/4" TAPCON5 TO CMUAND (4)106A2 1111 NAILS PER CONNECTOR (1) 51MP5ON A33 EA. 51DE OF 2X w/ 3/161'x2-1/4" TAPCONS TO CMU AND (4) 106A" NAILS PER CONNECTOR. NOTCH 2X6 48 NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 02 (OR BETTER) BYP PRECAST SILL SIMPSON A23 z = rte'- u Q TO PLT. -� Z z PT 2X8 PLT., CANT. FOR qm = V 1/2" J -BOLTS w/ U Q GLG. NAILING WASHERS (MIN. 6" W i- _ J SURFACE m EMBED) MIN. 6" I-- (_) Q p FROM EA. END AND 0 O PROVIDE 166 NAIL B 32" O.G. MAX. A35 DIAGONAL TO CL �L J m GABLE END TRUSS TRU65 BOT. CHORD O O SIMPSON A23 z = SEA. BRACE u Q TO PLT. -� Z PT 2X8 PLT., CANT. FOR qm = V 1/2" J -BOLTS w/ U Q GLG. NAILING WASHERS (MIN. 6" W i- _ J SURFACE m EMBED) MIN. 6" I-- (_) Q p FROM EA. END AND 0 O PROVIDE 166 NAIL B 32" O.G. MAX. A35 DIAGONAL TO CL �L J m GABLE END TRUSS TRU65 BOT. CHORD C.G.*NOTE: TO PLT. 12" C. GABLE& SMALLER THAN 8' DO NOT REQUIRE BRACING*** � DESIGN DRAWCLEAR, CLSi�,4N CONNECTION � WMR LAMAX. HGAIOKT ia 32 D.G. CHECKED CFG CMU WALL OR DWG.No. 2112101 LINTEL BELOW JOB No. TIE BEAM COURSE a SCALE W/(1)#5 CONT. AS NOTED DATE 01/13/12 ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** C1 U WALL CONNECTION WINDOW CONNECTION DETAIL HrsO CABLE END DETAILS N.T.S. 14 NOT USED � SD3 �m 5HT I" EDGE 1 2" EDGE-� 22" EDGE COMMON NAILS a ENDS. NAIL PLATES CONT. W/ <t 106 COMMONS a 16" O.C. - 5P2 OR $1=4 EA. STUD OR AS p SPECIFIED ON THE PLAN 10dX3" / / q w q COMMON q q iC I EXTERIOR WALLS: z z z w INSIDE 2" SHEATHING MUST BE NAILED To Lu w � � -c•, CMU WALL AS EXTERIOR WALLS, SEE NAILING 2 \ 21 U N 2x5 PER DETAIL �U PER PLAN 55 REQ'D PER PLAN SCHEDULE FOR NAILING 22 /4 d NAIL JACK STUDS AND FULL I PATTERN. 106X3" a cn I ��6 05B DRAFT LENGTH STUDS TOGETHER W/ 106's COMMON--- STOP STAGGERED Q 12" O.C. (EACH 106X3" T NAIL 9 16" O.C. PLY) COMMON Z Z "� TOP BOTTOM MIDSPAN BLOCKING OPP. SIDE U U z INTERIOR WALLS: BETWEEN EA. STUD APPLY U I (L I I (L I Q I 106X3" NEEDED/2 GYP BOARD AS Z Q cn OPP. SIDE cp � 106X3" c1,1 - 5P2 OR 5P4 EA. SCUD OR AS (4) EQ. SPACED Q SPECIFIED ON THE PLAN �I 3/16 x4 SIMPSON NOT : NO HEADER OR STUD COMMON TITENS (w/ STRAPS REQ'D FOR WALLS CL OPP. SIDE CL DISTANCE PER WASHERS) 6" MAX WITHOUT UPLIFT N.E. WALLS DETAIL FROM TOP AND SUPPORTING FLOOR TRU55ES C2nX4'8 �2nXF�'s �2nX8's I II II BOTTOM ONLY). (SEE CONNECTOR CHART) V) 1/2" x 7" J -BOLTS 6" FROM EA. '� LL_ W INSIDE i~'L'I' N�,ILS NAILED ,4T 8 O/C 5T,4CxC�Ei�ED. OUT51UE END OF WALL AND X32" O.C. OUTSIDE NAILS N,411_Ep 4T 8" O/C. 2X's 2X STUDS 16" O.G. NOTE: 2-1/2" MA50NRY NAILS (HAND ( 2) 2x COL UM V OR POWER DRIVEN) ,w 16" O.C. MAY PT 2X4 BOTTOM ( 3) Or ( 4) 2x COLUMN BE USED I.L.O. J -BOLTS FOR WALL PLATE �� STOP /`� �lrF (�� - l�� STUDTHAT DD NOT CARRY UPLIFT 2 � 1 2 EXTERIOR/INTERIOR FRAME WALL CONN. COLUMN DETAILS 11/211210-0n DETAIL �, 3 1/.� t � DETAIL r 3/4" PLYWD. PECKING NOTES W 2X LEDGER 1. STAIRS SHALL BE CONSTRUCTED IN DBL. TOP PLT. BEYOND NAILING PATTERN c5 Of WALL SHEATHING SPLICE PER NAILING SCHEDULE. i/16" 05B TO RIMBOARD W/ ACCORDANCE WITH FBG 2007 STAIR RUN MUST TILE ON 15 FELT OVER 5/8° PLYWOOD r�ornttiiee STUD (4) EQUALLY SPACED 1/2 x 2 BOLTS MEET THE FOLLOWING CRITERIA. 2 RISERS PLUS I OR 5/S" O.S.B. ON PRE -ENG. TRUSSES `d�°°® eer�'� W FLOOR SYSTEM a+ - - - - PER PLAN TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24 e��. o� r��®r o 24 O.C. . . . . . . . . . . TO 25 REFER TO ROOF ®®'dN JOINT GYPSUM WALLBOARD PLAN FOR 2. HAND RAILINGS SHALL BE CONSTRUCTED IN CONNECTIONS • z .II_ iR Z 0 ACCORDANCE WITH FBG 200 STAIR RAILS ; z � 2x DBL 2X4 BLOCKING PLACED �� SHALL BE NOT LE55 THAN 34" NOR MORE THAN TOP PLATE : e= "� 38 ABOVE THE LEADING EDGE OF THE TREAD. _ FLAtWISE (2) 166 NAILS V EACH END HANDRAILS THAT FORM A PART OF GUARDRAILS REFER TO PLANE. !' ` NAILING PER MAY BE 42" HIGH. WALL RAILS SHALL HAVE A SCHEDULE CLEAR SPACE BETWEEN THE RAIL AND WALL OF © pie ®'�I Q�`�Q 2 1 1/2" MIN. HANDRAILS 5HALL HAVE EITHER A z >e®ee ? 11j11�s°°° -� _'_ _' _ ' _ _ CIRCULAR CROSS SECTION OF 1 1/4" TO 2" OR - - - _' �' - PROVIDE A NONCIRCULAR GROSS SECTION WITH I;I I; I;i rl r I I•I I:i i; I I I i I; NOTE: EQUIVALENT GRASP ABILITY PERFORMANCE. R-30 ' V. 1/2" PLYWOOD OR i/16" 0.5.8. TO BE USED A5 UPLIFT RESISTANCE EDGES SHALL HAVE A MIN. RADIUS OF 1/8 INSULATION ALUM. DRIP CMU WALL BELOW NO OTHER FASTENERS REQD. EXCEPT AS NOTED ON PLANS IN EDGE RE -ENGINEERED FLOOR TRUSS BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 3. GUARD RAILING SHALL BE CONSTRUCTED IN 1/2" GYP. BD. GLG. 2x4 CONT. l;x�F,550N w/ (4) 16d a EACH TRUSS (U.N.O.) MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" P.T. 2x4 LET -IN BASE OF ACCORDANCE WITH FBC 2001 GUARD RAILS SUBFASCIA BELOW FIRST FLOOR TOP PLT. STRINGERS: FASTEN TO FLOOR SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE w/(4) I/4 x3 TAPCONS EVENLY HDR. AS PER PLAN VENTED SPACED RAILS SHALL BE CONSTRUCTED 15 SUCH A MANNER THAT A 4" SPHERE MAY NOT PA55 's ALL FRAMED SOFFIT THRU ANY PART. OPENINGS r, p w A z� O SHEATHING ELEV. NTSIn W NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN �J STAIR CONNECTION DETAIL = 1 � -0" INSULATION I/z " COX PLYWOOD ~ M z E-+ 42 OR -1/16" OSB, W E Z U) ATTACH PER PLAN U' C? E" A v1 co DECKING PER 2X4 STUDS 'm " W � W 7 m FLOOR NAILING 16" O.C. 0-+ Ey q SCHEDULE C p a o REFER TO PLANS � � � � � � C!1 •.• E PRE - ENG. METN16 PER o Gl 4 a w ZO C FLOOR SYSTEM PLA or Lu Z p a REFER TO PLANS '� I- < E-� c E_ -REFER TO PLANS FOR LAP SIDING _ I'- Z w w 2x4 BLOCKS, (2) 166 NAILS EA. EXACT SIZE OF O.H. BAYS A. END. BLOCK ADJACENTB E -4 MAX.,MAX. Ix P.T. DIAGONAL AS SHOWN. FASTEN ROOF NAILER W SHEATHING TO BLOCKS w/Sd NAILS I V'; SHEATHING PER PLAN Ld SHEATHING w/ WRAP 'iz" GYP. ." TIE BEAM REFER A = BD. TO DETAIL 3 SHT. SD3 Q 6" O.C. CONT. 2X4 `; O 15* FELT DRAINAGE PLANE o I f I r. C Q 'Va" STUCCO THICKNESS P SIMPSON H-10 •': PRECAST CMU DIAGONAL TO LINTEL OPENING IIIWINDOW PER FLR. (5) 16d NAIL5 BLOCKIN I O PAPERBACK LATH PLAN 2X4 5 � 24 O.G. I y• BRACE TO BLOCKING GABLE END SHEATHING O MEMBRANE STRIP COVERING WOOD V) M FASTEN PER PLAN. i ,'• FRAME/MASONRY INTE5ECTION UNDER MARBLE SILL PRECAST CONC W 't,• EXPAN51ON JOINT TO EXTEND 2" SILL Q PROVIDE 2x4 BRACE TO c+ SPLICE AS REQ'D. BELOW CMU 1x2 P.T. FURRING EA. ADJ. DIAGONAL FASTEN i ;; � � TO DIAGONAL w/(2) 16d I .? 2'-0" O.C. 0 N NAILS PROVIDE 2X BLOCKING I, I • n . FOR NAILING METAL OR PLASTIC EXPANSION JOINT FLOOR DRAINAGE PLANE (WRB)R3 INSUL. BETWEEN Z n GABLE BRACING - 48" OVERLAP Z -FLASH 8 GMU oo D.C. MAX. 45' FROM 2X4 FRAMING DR PRE -ENG. TRUSS 3/4 FURR STRIPS (1) *5 VERT. IN V) TRUS5E5 6 24" O.C. MAX. W/ I w HORIZONTAL (+/- 10*) SIMPSON H4 TO LEDGERI GROUTED CELL W O 1 FROM TOP OF CMU 6' 1x4 P.T. NAILER FULL HEIGHT. SEE � O BRACE NOT REQUIRED J ROOF SHEATHING I f;;, FLOOR PLAN FROM EAVES. FASTEN PER PLANWOOD BASE FOR LOCATIONS 2X4 LEDGER W/ (2) USE (4)106 NAILS FOR G �1 O l(od NAILS -s 12" CONV. FRAMED MEM. ONLY METAL Z -FLASH 3-1/2 CONC CEMEI W Q1 (U.N.O.) -- �5 5/0" STUCCO OR CEMENTIOUS SLAB II FIN(SHNTItI0U5 Y o COATING OVER CMU Z I J Z PROVIDE BLOCKING r:'' _ - - v-� ° pl. U Q BETWEEN TRUSS RAY CMU WALL PER PLAN _ _ < .. e l " ° - _GRADE W _ 0 48" O.C. FOR FIRST 3 BAYS f,r, I I=1 I= 11= ° " , aa4 . H2.5 � EACH TRUSS TO LEDGER \s '.� f NOTE: NUMBERS INDICATE ORDER ITEMS 5/8 STUCCO OVER 4 " O •-••-••• IU.N.O.)''� SHOULD BE INSTALLED OVER FRAME AND MASONRY/BLOCK III =) =1 I I- °: .4:a .y+—� I I -I 11- I I-) I I -I I o � Q O .�A 11—I I —1 1=1 � I � w e I I 1=1 I I --I � I—III E., CL g J Im SEE PLAN FOR SUPPORT AND TIE DOWN OF CMU III -III -III— . 4,° JACK TRUSSES —III=III=III " " "�=i I 1=1 1=111 DESIGN DRAWN WMR LA ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** =1 I-1 I I --I-1 I-111=III=� —I A CHECKED CFG —111=1 I—III—III—III=1 1�— REFER FOUNDATION _�..�L I 1 1� _- LI PLAN FOR FTG. DWG.No. 2112101 INFORMATION JOB No. SCALE AS NOTED DATE 01/13/12 GA5LE END a FLAT � S I 0 f NCTO STUCCO CEILING WITH �05TON �I�WEEP SCREED DETAIL FLASHING DETAIL ' " 2 STOREWALL SECTION SHTSD4 f: TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- '/4" OUT5IDE (2) 2x4's EE)GE DISTANCE PER DETAIL BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A STUp PROVIpE 48" LAP SPLICE W/ 3-106 REFER S HEADER SCHEDULE FOR HEADER SIZE, # OFJACK STUDS CONNECTOR REQUIREMENTS. W I --- I" EDGE 1 2" EDGE-� 22" EDGE COMMON NAILS a ENDS. NAIL PLATES CONT. W/ <t 106 COMMONS a 16" O.C. - 5P2 OR $1=4 EA. STUD OR AS p SPECIFIED ON THE PLAN 10dX3" / / q w q COMMON q q iC I EXTERIOR WALLS: z z z w INSIDE 2" SHEATHING MUST BE NAILED To Lu w � � -c•, CMU WALL AS EXTERIOR WALLS, SEE NAILING 2 \ 21 U N 2x5 PER DETAIL �U PER PLAN 55 REQ'D PER PLAN SCHEDULE FOR NAILING 22 /4 d NAIL JACK STUDS AND FULL I PATTERN. 106X3" a cn I ��6 05B DRAFT LENGTH STUDS TOGETHER W/ 106's COMMON--- STOP STAGGERED Q 12" O.C. (EACH 106X3" T NAIL 9 16" O.C. PLY) COMMON Z Z "� TOP BOTTOM MIDSPAN BLOCKING OPP. SIDE U U z INTERIOR WALLS: BETWEEN EA. STUD APPLY U I (L I I (L I Q I 106X3" NEEDED/2 GYP BOARD AS Z Q cn OPP. SIDE cp � 106X3" c1,1 - 5P2 OR 5P4 EA. SCUD OR AS (4) EQ. SPACED Q SPECIFIED ON THE PLAN �I 3/16 x4 SIMPSON NOT : NO HEADER OR STUD COMMON TITENS (w/ STRAPS REQ'D FOR WALLS CL OPP. SIDE CL DISTANCE PER WASHERS) 6" MAX WITHOUT UPLIFT N.E. WALLS DETAIL FROM TOP AND SUPPORTING FLOOR TRU55ES C2nX4'8 �2nXF�'s �2nX8's I II II BOTTOM ONLY). (SEE CONNECTOR CHART) V) 1/2" x 7" J -BOLTS 6" FROM EA. '� LL_ W INSIDE i~'L'I' N�,ILS NAILED ,4T 8 O/C 5T,4CxC�Ei�ED. OUT51UE END OF WALL AND X32" O.C. OUTSIDE NAILS N,411_Ep 4T 8" O/C. 2X's 2X STUDS 16" O.G. NOTE: 2-1/2" MA50NRY NAILS (HAND ( 2) 2x COL UM V OR POWER DRIVEN) ,w 16" O.C. MAY PT 2X4 BOTTOM ( 3) Or ( 4) 2x COLUMN BE USED I.L.O. J -BOLTS FOR WALL PLATE �� STOP /`� �lrF (�� - l�� STUDTHAT DD NOT CARRY UPLIFT 2 � 1 2 EXTERIOR/INTERIOR FRAME WALL CONN. COLUMN DETAILS 11/211210-0n DETAIL �, 3 1/.� t � DETAIL r 3/4" PLYWD. PECKING NOTES W 2X LEDGER 1. STAIRS SHALL BE CONSTRUCTED IN DBL. TOP PLT. BEYOND NAILING PATTERN c5 Of WALL SHEATHING SPLICE PER NAILING SCHEDULE. i/16" 05B TO RIMBOARD W/ ACCORDANCE WITH FBG 2007 STAIR RUN MUST TILE ON 15 FELT OVER 5/8° PLYWOOD r�ornttiiee STUD (4) EQUALLY SPACED 1/2 x 2 BOLTS MEET THE FOLLOWING CRITERIA. 2 RISERS PLUS I OR 5/S" O.S.B. ON PRE -ENG. TRUSSES `d�°°® eer�'� W FLOOR SYSTEM a+ - - - - PER PLAN TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24 e��. o� r��®r o 24 O.C. . . . . . . . . . . TO 25 REFER TO ROOF ®®'dN JOINT GYPSUM WALLBOARD PLAN FOR 2. HAND RAILINGS SHALL BE CONSTRUCTED IN CONNECTIONS • z .II_ iR Z 0 ACCORDANCE WITH FBG 200 STAIR RAILS ; z � 2x DBL 2X4 BLOCKING PLACED �� SHALL BE NOT LE55 THAN 34" NOR MORE THAN TOP PLATE : e= "� 38 ABOVE THE LEADING EDGE OF THE TREAD. _ FLAtWISE (2) 166 NAILS V EACH END HANDRAILS THAT FORM A PART OF GUARDRAILS REFER TO PLANE. !' ` NAILING PER MAY BE 42" HIGH. WALL RAILS SHALL HAVE A SCHEDULE CLEAR SPACE BETWEEN THE RAIL AND WALL OF © pie ®'�I Q�`�Q 2 1 1/2" MIN. HANDRAILS 5HALL HAVE EITHER A z >e®ee ? 11j11�s°°° -� _'_ _' _ ' _ _ CIRCULAR CROSS SECTION OF 1 1/4" TO 2" OR - - - _' �' - PROVIDE A NONCIRCULAR GROSS SECTION WITH I;I I; I;i rl r I I•I I:i i; I I I i I; NOTE: EQUIVALENT GRASP ABILITY PERFORMANCE. R-30 ' V. 1/2" PLYWOOD OR i/16" 0.5.8. TO BE USED A5 UPLIFT RESISTANCE EDGES SHALL HAVE A MIN. RADIUS OF 1/8 INSULATION ALUM. DRIP CMU WALL BELOW NO OTHER FASTENERS REQD. EXCEPT AS NOTED ON PLANS IN EDGE RE -ENGINEERED FLOOR TRUSS BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 3. GUARD RAILING SHALL BE CONSTRUCTED IN 1/2" GYP. BD. GLG. 2x4 CONT. l;x�F,550N w/ (4) 16d a EACH TRUSS (U.N.O.) MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" P.T. 2x4 LET -IN BASE OF ACCORDANCE WITH FBC 2001 GUARD RAILS SUBFASCIA BELOW FIRST FLOOR TOP PLT. STRINGERS: FASTEN TO FLOOR SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE w/(4) I/4 x3 TAPCONS EVENLY HDR. AS PER PLAN VENTED SPACED RAILS SHALL BE CONSTRUCTED 15 SUCH A MANNER THAT A 4" SPHERE MAY NOT PA55 's ALL FRAMED SOFFIT THRU ANY PART. OPENINGS r, p w A z� O SHEATHING ELEV. NTSIn W NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN �J STAIR CONNECTION DETAIL = 1 � -0" INSULATION I/z " COX PLYWOOD ~ M z E-+ 42 OR -1/16" OSB, W E Z U) ATTACH PER PLAN U' C? E" A v1 co DECKING PER 2X4 STUDS 'm " W � W 7 m FLOOR NAILING 16" O.C. 0-+ Ey q SCHEDULE C p a o REFER TO PLANS � � � � � � C!1 •.• E PRE - ENG. METN16 PER o Gl 4 a w ZO C FLOOR SYSTEM PLA or Lu Z p a REFER TO PLANS '� I- < E-� c E_ -REFER TO PLANS FOR LAP SIDING _ I'- Z w w 2x4 BLOCKS, (2) 166 NAILS EA. EXACT SIZE OF O.H. BAYS A. END. BLOCK ADJACENTB E -4 MAX.,MAX. Ix P.T. DIAGONAL AS SHOWN. FASTEN ROOF NAILER W SHEATHING TO BLOCKS w/Sd NAILS I V'; SHEATHING PER PLAN Ld SHEATHING w/ WRAP 'iz" GYP. ." TIE BEAM REFER A = BD. TO DETAIL 3 SHT. SD3 Q 6" O.C. CONT. 2X4 `; O 15* FELT DRAINAGE PLANE o I f I r. C Q 'Va" STUCCO THICKNESS P SIMPSON H-10 •': PRECAST CMU DIAGONAL TO LINTEL OPENING IIIWINDOW PER FLR. (5) 16d NAIL5 BLOCKIN I O PAPERBACK LATH PLAN 2X4 5 � 24 O.G. I y• BRACE TO BLOCKING GABLE END SHEATHING O MEMBRANE STRIP COVERING WOOD V) M FASTEN PER PLAN. i ,'• FRAME/MASONRY INTE5ECTION UNDER MARBLE SILL PRECAST CONC W 't,• EXPAN51ON JOINT TO EXTEND 2" SILL Q PROVIDE 2x4 BRACE TO c+ SPLICE AS REQ'D. BELOW CMU 1x2 P.T. FURRING EA. ADJ. DIAGONAL FASTEN i ;; � � TO DIAGONAL w/(2) 16d I .? 2'-0" O.C. 0 N NAILS PROVIDE 2X BLOCKING I, I • n . FOR NAILING METAL OR PLASTIC EXPANSION JOINT FLOOR DRAINAGE PLANE (WRB)R3 INSUL. BETWEEN Z n GABLE BRACING - 48" OVERLAP Z -FLASH 8 GMU oo D.C. MAX. 45' FROM 2X4 FRAMING DR PRE -ENG. TRUSS 3/4 FURR STRIPS (1) *5 VERT. IN V) TRUS5E5 6 24" O.C. MAX. W/ I w HORIZONTAL (+/- 10*) SIMPSON H4 TO LEDGERI GROUTED CELL W O 1 FROM TOP OF CMU 6' 1x4 P.T. NAILER FULL HEIGHT. SEE � O BRACE NOT REQUIRED J ROOF SHEATHING I f;;, FLOOR PLAN FROM EAVES. FASTEN PER PLANWOOD BASE FOR LOCATIONS 2X4 LEDGER W/ (2) USE (4)106 NAILS FOR G �1 O l(od NAILS -s 12" CONV. FRAMED MEM. ONLY METAL Z -FLASH 3-1/2 CONC CEMEI W Q1 (U.N.O.) -- �5 5/0" STUCCO OR CEMENTIOUS SLAB II FIN(SHNTItI0U5 Y o COATING OVER CMU Z I J Z PROVIDE BLOCKING r:'' _ - - v-� ° pl. U Q BETWEEN TRUSS RAY CMU WALL PER PLAN _ _ < .. e l " ° - _GRADE W _ 0 48" O.C. FOR FIRST 3 BAYS f,r, I I=1 I= 11= ° " , aa4 . H2.5 � EACH TRUSS TO LEDGER \s '.� f NOTE: NUMBERS INDICATE ORDER ITEMS 5/8 STUCCO OVER 4 " O •-••-••• IU.N.O.)''� SHOULD BE INSTALLED OVER FRAME AND MASONRY/BLOCK III =) =1 I I- °: .4:a .y+—� I I -I 11- I I-) I I -I I o � Q O .�A 11—I I —1 1=1 � I � w e I I 1=1 I I --I � I—III E., CL g J Im SEE PLAN FOR SUPPORT AND TIE DOWN OF CMU III -III -III— . 4,° JACK TRUSSES —III=III=III " " "�=i I 1=1 1=111 DESIGN DRAWN WMR LA ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** =1 I-1 I I --I-1 I-111=III=� —I A CHECKED CFG —111=1 I—III—III—III=1 1�— REFER FOUNDATION _�..�L I 1 1� _- LI PLAN FOR FTG. DWG.No. 2112101 INFORMATION JOB No. SCALE AS NOTED DATE 01/13/12 GA5LE END a FLAT � S I 0 f NCTO STUCCO CEILING WITH �05TON �I�WEEP SCREED DETAIL FLASHING DETAIL ' " 2 STOREWALL SECTION SHTSD4 DensQlaW Ultra Shaftliner Area Separation Wails GoorglaftcInc The Georgia-Pacific. Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses as firewall with a total height up to 68 feet (page 14, Limitations). Beoauso it is constructed using gypsum board, the assembly is n I rot control. easy to enact and: secure, meats all building code requirements, and provides economical fire protection and sound col t The Area Separation Wail is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The assembly is constructed at the foundation and continues either to the underside of the protected roof sheathingor through the roof to forma parapet The assembly is linked to the adjacent framing with aluminum breakaway clips g Ra that allow for collapse of the fire -exposed unit withoutcollapse of the solid Area Separation Wall. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner. builder and architect with a moisture- and mold -resistant shaftliner panel - DensGlass"" Ultra Shaftliner. Components 20 Wood Framing 1" DensGlass' Ultra Shaftliner Panel Insulation Min. 3/4" air space between 2" Area Separation Wall and Wood Framing 2" H -Studs 24" o,c, Back-to-back C•Tracks 1/2" DensArmor Plus* interior Panel Aluminum Breakaway Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track and 2" aluminum breakaway clips. DensGlass Ultra Shaftliner panels consist of a moisture resistant core with coated fiberglass mots front and back instead of paper facings like traditional shaftliner panels, DensGlass Ultra Shaffiltrar panels are covered by a 12 -month in-place exposure limited warranty against delamination, deterioration and decay anda 5lear limited warranty against manufacturing defects. Are Testing and 8#11411ing Cade Compliance The Georgia-Pacific Gypsum Area Separation Wall has been fire tested to ASTM,E 119 and CAN/ULC S-101. The Georgia-Pacific Gypsum 2 -hour fire -mated Area Separation Wall assembly, constructed using DensGlass Ultra Shaftliner panels, is listed by Underwriters Laboratory ry IULL Underwriterstaboratories of Canada (ULC} and Womack HeiseY. Intemationah WHI TSl and meets 705, the requirements of the 2006 international Building Code (IBC) Section 705 Party Walls,'" and'Se+cti"on "Fire Walls," The Georgia-Pacific Gypsum Area Separation Wall assembly is, listed in the Fire Resistance, Directory under UL Design U 373 the ULC Fire Resistance Directory ULC Design No. W 312 and rite WW faire Resistance Directory under WHI; GP/WA 120-04. For copies of these listings, please contact Georgia-Pacific Gypsum` Technical Services at 1-600-225-6119. QAUi 0M fairpkodiaotft, aiiaftsstn end rho ieronnwtraar, ga topazes Far latest inrurmatim era UAW: %sirs Leet 9ma�ao MoaldoYo 4aMfa 8t n9 a w, gpsua«um caan • 3 DensGilasai"" Ultra Shaftliner Area Separation Walls Ge0trv9le1*0C1fk t3na.�m System Assemblies - 2 -Waiter Ratings Construction Detail Assembly Compensate _..._�. STC .so �.._... Test Reference 0� Two layers 1" DensGlass` Ultra"-� I�11 UL DESIGN U373 Shaftliner inserted in H -Studs 24" o.c. ULC W312 � Z C; Min. 3/4 airspace between liner panels 00 WHI GP/WA 120.03 n If %� and adjacent wood or metal framing, RAL TL89-383 Two layers 1" DensGlass Ultra, Shaftliner iatf. UL DESIGN U373 inserted in H -Studs 24" .o..c. Min. 3/4" air ULC DESIGN W312 0 space on both sides must be maintained- WHI GP/WA 120-04 Q til O between liner panels and adjacent Based an RAL TLW383 1-H framing. L1 Sound Tedd with 2 x 4 stud wall �0 With 1/71" DensArmorPlus' interior' o panel each side of assembly and 31/2" fiberglass insulation in stud, p ISI LJ space both sides I� � Part. Tbi&riess. 3 39 est. WHI 495.0743 Cn Weight per Sq. Ft.: 9.5 0 ry <C)< Two layers 1"" DensGlass Ultra Shaftliner n :2 inserted in H -Studs 24" o.c, Metal DESIGN framing covered using 6" wide or 1/2" TJF DensArmor Plus Fireguardo Type C CHECKED TJF/WMR DWG.No. interior Panel or 1/2" ToughRocka JOB No. 905117 fireguard0Type C gypsum board. SCALE AS NOTED Breakaway clip facings and height of wall differ between UL Oesign 0373 and WHI GPIWA 120.04. 06/22/11 " CseorGiatPaeifiC Densiplass- Ultra Shaftliner Area Separation Walls �uwum Installation Instructions stallla nt l The Georgia-Pacific Gypsum Area Separation Wall is constructed arca the framing for one townhouse unit is complete and �+ yp Pa 9 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 fireblooking between the floor levels. The UL Design U373 Area Separation Wall as"samb` was evaluated at aheightu to 44' and the WHI/ITS GP/WA 120-04 Area g p �'p Separation Wall assembly was evaluated at a height up to 66`. 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 24" o.c. When specified, apply a minimum 1/4" bead of acoustical sealant under the C=Track to. maximize acoustical privacy. Hun -the C -Track to the rend of the foundation. In case of offset units, see 15.under Special Conditions. 2. Startthe wall with a vertical C -Track at one end; Install two 1" shaftliner panels"vertically with either side facing aur« into the C -Track at one end of the area separation wall. Install the H -Stud over the double beveled edges of the shaftliner panels and continue alternately until the wall has`reached the opposite emd'of°the foundation. Terminate the wall using a C -Track: The vertical C -Tracks at each and of the wall should be attached in the corners to the horizontal sections of C -Track using a minimum of one 3/8" minimum length p'arn.head screw. "Note: some authorities may require labeling to be visible. 3. Cap the first section of the Area Separation Wall with a C -Track and attach to the vertical C -Track in the corners 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 be located vertically at each floor level (10'0" o.c.) and horizontally on every H -Stud (24 o.c:)- When the total height of the Area Separation Wali exceeds 23, breakaway clips shall be installed every 5"0" forthe lower 20" and every 10`0" 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 WM GP/WA 120-04 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level {10'0" o.c:j and horizontally on every other H -stud (48" ox.). When the total height of the Area Separation Wall exceeds 20'0", breakaway clips shall be installed vertically every 8'0" maximum for the lower 20'0" and every 10"0" maximum for then upper 48'0" of the well assembly. 5. Fireblocking is installed on both sides of the Area Separation Wall at each floor level as defined in Section 717.2.1 of the 2006 iBC. (See details section). For approved fire=blocking materials, see Special Conditions, Item B. 6: To continue the wall, install a C -Track over the C -Track used to cap the lower section, placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24°" cm Stagger back to back C -Track joints a minimum of 12". T If a parapet is not specified, see Special Grind",tions. Item 1' 1 for two code -compliant methods for installing a gypsum board roof underlayment. 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking. installation is identical for both sides of the 2" Area Separation Wail, Aluminum Angie Clip C -Track, Cap, Edge H -Stud, 25-0ange or End Closure a< a 6 �t 2„ 1.. *d " 2-1 /Z - 2�a/a--- 2" GAU1'IUNs for pradtM lin, safety and use Ielermirfien, go to uii cwwlso%tY nhr 4- For tate a informs ban ami *f atws T«chakcsl $orrice 8odhie 1 i94r WWW-9ts Acoustic sealant (as required) 2 HOUR SHAFT WALL ASSEMBLY SCALE: N.T.S. Densrtlaw Ultras Shaftliner Area Separation Walls fdaaargia'ac Special Conditions 1. When an H -Stud° dues not align with the adjacent wood framing, insert blocking between wood framing members and attach breakaway clip to blocking using one 1-1/4 drywall screw and to the H -Stud using a minimum of one 3/8" minimum length pinhead screw. 2. Ifgap are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wall framing is sparred greater than 1" away from the solid 2." 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, bearirig: 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 Wail protect and maintain the required 3/4" air space, offer increased acoustical privacy, and provide necessary aesthatics. Them 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 acoustical 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" DonsArmor Plus" Firegua t:10 Type C or 1/2" ToughRock" Fireguards Type C or 5/8" ToughW FireguarclType X or 5/8" Denskmor Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with 1" drywralt 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 firebloching between floor levels may consist of 2" nominal lumber or two thicknesses of 1" nominal lumber with broken lap joints or one thickness of 0.719" wood structural panel with joints backed by 0.719" wood structural panel or one thickness of 0.75" particleboard with joints backed by 0.75" particleboard. Gypsum board, including 1" DensGlass` Ultra Shaftliner and 5/8" DensArmor Plus interior panel, batts or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to be secure retained in lace shall be permitted as an acceptable fireblock. (Section 717.2.1, 20(6 IBC} Y p 9. The Georgia-Parific Gypsum Area Separation Wall assembly can be constructed with or without a,parapet. 10. At the, intersection of the solid 2" Area Separation Welland the underside of the structural roof sheathing; cut liner panels at art angle to provide a tight fit to the structural sheathing. The 2" Area Separation Wahl isnot required to be capped using a C -Stud. Where the shaftliner panels are not tight for the structural sheathing; apply -an approved firebiocking 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" aensAr mr Plus Fireguard Type X interior panel or 5/8" ToughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separations Wall. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" wood ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush with the top of the roof framing, The ledgers are attached to the roof framing and form a continuous strip, The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wail. 12. Penetrations through the solid 2" Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 IBC i installation details consult UL cat o XHEZ Through -penetration Firestop Systems. F r Tic Sections 705.9 and 712, o spec�J ry 13. Size and protection of openings in the solid 2" Georgia-Pacific Gypsum Area Separation (Nall shall be in accordance with the 2006rrIBC, Section 7053, When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Party -Wall ("Any wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings') as listed in the 2006 IBC, Section 705:1.1; openings are not permitted. 14. for specialized end-use areas, such as bathrooms, the adjacent framed walls can be covered with DensShield" Tile Backer from faced Georgia-Pacific in lieu of standard p aper gypsum board or fiberglass mat -faced interior panels. n past the front or back a of an adjacent unit. The H -studs of the Area Separation Wall r when one unit extends 15. A offset occurs + An pa are not designed for hanging sheathing man cladding so omni is required irod balere construction bel ins. There e are two ways to deal with the offset. The first option is to pour enough concrete so that the Area Separation Wall and adjacent 2x4 wall can extend to the furthest most point. Sheathing and cladding can then be installed to the 24 wall. The second option is to terminate the Area Separation Wali at the end of the shared wall and then construct a one hour wall to the end of the offset unit. Both scenarios are shown in the Details section of this brochure. CAUTION: For prodent tire. safer► and an Wo m ilium, ga to gp,Qom/aatatyinlo. nor (curet irftmaa0m end OpdaW's: T•ehoiof SOVIDo sander t f110.M-Oi19 er www.g OVIP o"em Dens£tlarss- Ultra Shaftliner Area 641ctr WIPACWK Details Ault: - Adjacent to Trustee - 1'° DolnsGlasr-Ultra Shaftliner panata ._ H -stud - No minimum air space :m Wood truss 6" Wide l/2" DonsArmor PlusO Fireguard,* Type C patois or *only applies if solid wall is accessible, 1/2" Toughfiock" Firieguard Type C or It to accessible, the strips are not required. 5/8'" TaughHock FireguardType X or I" DensGlass" Ultra Shaftliner panels Typical Roof Jtuncltioa 1 Layer of 5/8" DensArmor Plus*' Type X gypsum panel for as required by codes) -- - 1/2T' DensArmar Plus gypsum panel or 1/2" I'oughRoce gypsum board 1" DensGlass'" Ultra Shaftliner panels 1 - 3/4" mi1limum airspace NSTAL_LAT ON SPECIFICATIONS AND DETAILS UL -0373 2 HR WAIL SCALE: N.T.S. System No. W -L-2377 F Ratings - 1 and 2 Hr See Items 1 and 3 T Ratings still s 1 and 2 Hr See Items 1 and 3 L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Retina at 4007 - 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 U300 OR 0400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL 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 SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN. THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER@SDR13.5 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, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL 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 SM Reproduced by HILTI, Inc. Courtesy of V Underwriters Laboratories, rles Inc. V June 20, 2000 Hilti Firestop Systems FIRE CAULK - HILTI SYSTEM No. W -L-2377 UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR &\"V'Pm�SCALE: NONE AYNE Automatic Fire Sprinklers, Inc. 00203 PENETRATION PROTECTION 2 HR SCALE: N.T.S. l-- C ry Cn SHT 0F wo o Z Io 0� 0 I�11 o � Z C; 00 n If %� � J7 U CC) Cn IN 0 Q til O 0 1-H � ZEA H L1 �0 Cn o 0- p ISI LJ I� � Ld Cn Luh 0 ry <C)< SHT 0F wo Cn Io 0� 0 00 f/ D LLJ 0 0 1-H L1 �0 o LLJ LJ �-- ry <C)< n :2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905117 SCALE AS NOTED DATE 06/22/11 SHT 0F wo 5/ MC EX AE DC PE TC POINT W/ 1 LAYER 5/8" TYPE C EA SIDE OF TRUSS 24" BACK -IT BOX FIRE CAULK ALL JOINTS LASS EXT SHEATHING BETWEEN )CKING, OVERLAP WALL TOP )OF SHEATHING EIRE CAULK PLAN VIEW— TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFIT FIRE RETARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA 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 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 4 1 HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL S�� 0 SCALE: N.T.S. WALLS AND INTEMOR FARTITIONSp WOOD FRAMED GA FILE IIIIIIII A II IM �� p� �I� IiNu 5 to � u�q �� IR �' I. M SOUND GYPSUM WALLSOARDO WOOD STUDS one layer $Is!' type X gypsum bM or gypsum_ swied pareAef;orWight heads.angles to ea& side of 2 x 4 wood studs:14" 0.t mft 6d matad nalls, 11te" long, ll_DWV shank, 110 * s staggered an opposille sildes. ,, r Approx.ga. ... UL D601,grl'U30% UL Rlalg-129 7-22-70, UL Desigin U314 Sound Test. INOO21,464.: 1 HOUR FIRE RATED EXTERIOR WALE ASSEMBLY (0309) SCALE: N.T.S. *ATTIC DETAIL—ADJACENT TO TRUSSES 1 " DENSGLASS ULTRA SHAFT LINER NO MINIMUM AIR SPACE H—STUD W/BATTEN STRIPS WOOD TRUSS 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C -� PANELS OVER METAL "H" STUDS AT ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) SECTION A—A THROUGH TRUSSES 8c SHAFT LINER 2,6 SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING - 3/4" AIR SPACE 2" H -STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C -TRACK EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 EXTER OR WALL INTERSECTION DETAIL SCALE. N.T.S. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) EXTERIOR FACING 2X4 FURRING LAID FLAT AT GYPSUM PANEL PRODUCT5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY AS SPECIFIED TYPE FIR EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHINGA STUDS INTERIOR WALL FRAMING 3/4" AIR SPACE 1 " DENSGLASS ULTRA SHAFTLINER 2" H -STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR 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. 0373 OFFSET EXTERIOR WALL DETAIL � %SCALE: N.T.S. 2" C -TRACK q 1., *Beating, the VL,Cj , . Mme, . '' I IM, 8 —O„ 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF FIRE WALL STUDS AT ROOF TRUSS (2) 1" SHAFT WALL LINER FIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. A A 1 1 1 1 FIRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL ULA 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 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., PIPES, & ETC SHALL BE SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) ��°°°° ALU UM CLIP PER F'R40 PRE NGINEERED RO 1' .++ CD w o TRU ES AT 24" 0.0 = o ew '; w �;„ z 1 /2" GYPSUM CEILING E ALUMINUM CLIP PER ME BACK TO BACK C—TRACKS ALUMINUM CLIP PER ME 1 1/4" DRYWALL SCRE\ -ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) \-1/2" GYPSUM CEILING BOARD �- BOTTOM TRACK ON FIRE CAULK BEAD z .� 2" C—TRACK POWER DRIVEN z FASTENER AT 24" O.C. 0 Q w 0 J w USE LIMEROCK AGGREGATE w PER SECT. 721 OF THE FBC w 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). OL VD VERIFY W/ BLOCK SUPPLIER Un THAT BLOCK TO BE DELIVERED w HAS CORRECT RATING. O E -Z � Q "=1 I_ I--=1 11=�=1 I_I- I I 1==1 I I -III---- � 9 TYPICAL FOOTER— SEE FOUNDATION 11=11E=III=III: 3 1 /2 MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT VIII III==111 III III III REINFORCED WITH FIBERMESH ON III--III---III--II II-I11—.III=III. —III—III =111 III --III =III-� 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 SKEET SD5 2 HR FIRE WALL DETAIL (0373) SCALE. N.T.S. SHT OF SD6 ca z .� z O C) 0 o0 � y OL VD cn �a Llj O E -Z � o � I; oE-cQ SHT OF SD6 cn (fl z O LLJO 0 o0 � OL VD cn �a Llj O E -Z � o � oE-cQ � Q0 CLQ CL � o ar L V 0 LLJ a�o x a F_� F- o Pq in, < 0 O � � o� 0/_Ljj Ld DESIGN � LL TJF SHT OF SD6 (fl EL o LLJO o0 � cn Llj O � � LuJ L_o._1I o ar L V F- in, < 0 I :2 _j 7 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF SD6 APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL 6" WIDE '1 SELF—ADHERING MEMBRANE" FLASHING OVERLAPPING DOOR FRAME `1 EXTEND SELF—ADHERING MIN MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING STEP 2 CORNERS AND FRONT EDGE OF THRESHOLD STEP 3 STEP 4 STEP 6 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45" ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF—ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS _MPORARILY )LD—UP & SEC DUSEWRAP (OR JON FLAP UND 1 HEAD FOLD HOUSEWF AT JAMBS & E SLOPE SILL R.I NSTALL SELF—AD ,AEMBRAP LASHINC JAILING I 1EAD -XTEND SELF—AD MEMBRAP I' MIN B 'LASHING ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR at SILL. EXTEND FLASHIN FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD WINDOW FPLY }" NOM. — ONTINUOUS BEAD OF EALANT AT JAMBS ND HEAD or APPLY O BACK OF WINDOW AILING FLANGE IN INE W/ 'RE—PUNCHED HOLES iR SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL AP SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS IWIINNDOW 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 COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF—ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS tiARMN& SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON—EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) EXTEND MEMBRANE ___ " FLASHING MIN 1" BELOW FLEXIBLE FLASHING SILL FLEXIBLE FLASHING at SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 6 STEP 7 STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. 5 OPENING FLASHING DETAILS SCALE: N.T.S. PROVIDE CONTINUOUS J" OSB SHEATHING TO EXTEND LINE OF DOOR .I FINISHED TEXTURE COATING PER e OPENING I',I u' BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES I' a. CUT HOUSEWRAP �.. STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS'& OVER GALV. MTL. LATH W/ #15 FELT UPLIFT REQUIREMENTS) .'I. 6' "I PAPER OVER APPROVED HOUSEWRAP. 41 2 CONNECTIONS (" NOMINAL THICKNESS) I <... STEP 1 INSTALL 6" WIDE '1 SELF—ADHERING MEMBRANE" FLASHING OVERLAPPING DOOR FRAME `1 EXTEND SELF—ADHERING MIN MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING STEP 2 CORNERS AND FRONT EDGE OF THRESHOLD STEP 3 STEP 4 STEP 6 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45" ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF—ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS _MPORARILY )LD—UP & SEC DUSEWRAP (OR JON FLAP UND 1 HEAD FOLD HOUSEWF AT JAMBS & E SLOPE SILL R.I NSTALL SELF—AD ,AEMBRAP LASHINC JAILING I 1EAD -XTEND SELF—AD MEMBRAP I' MIN B 'LASHING ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR at SILL. EXTEND FLASHIN FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD WINDOW FPLY }" NOM. — ONTINUOUS BEAD OF EALANT AT JAMBS ND HEAD or APPLY O BACK OF WINDOW AILING FLANGE IN INE W/ 'RE—PUNCHED HOLES iR SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL AP SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS IWIINNDOW 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 COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF—ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS tiARMN& SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON—EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) EXTEND MEMBRANE ___ " FLASHING MIN 1" BELOW FLEXIBLE FLASHING SILL FLEXIBLE FLASHING at SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 6 STEP 7 STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. 5 OPENING FLASHING DETAILS SCALE: N.T.S. PROVIDE CONTINUOUS J" OSB SHEATHING TO EXTEND FINISH SECOND FLOOR 3„ 5& DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. FINISHED TEXTURE COATING PER e ENGINEER'S CONNECTION SCHEDULE. BUILDER SPECIFICATIONS OVER PRIMED BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES I' a. 3 COAT CEMENTITIOUS APPLICATIO —11 TOP OF WINDOW STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS'& OVER GALV. MTL. LATH W/ #15 FELT UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT PAPER OVER APPROVED HOUSEWRAP. 41 2 CONNECTIONS (" NOMINAL THICKNESS) I <... 2„ yy� B "' SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT 8 FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE CONNECTIONS INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S J" OSB SUBFLOOR GLUED & SCREWED — FINISH SECOND FLOOR SCALE: N.T.S. ALUM. DRIP EDGE SET I PLA; ROOF CEMENT & NAILED OVER i"xl�" BLOCKING PREFIN, ALUM. FASCIA _ VENTED SOFFIT. m CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. � p\S� TPR�fS l�Fi R 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES @ 24"O,C. MAX. W/ Bd GUN NAILS @ 6" D.C. PROVIDE 0.002in POLYETHYLENE FILM DR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF 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. (J" NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 34" POURED CONCRETE SLAB ON VAPOUR BARRII Y A q�'aq n a !'n nAv a, ar q FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION 2 SCALE: I.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0.C. MAX. W/ Bd GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY — SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. r vP,R�Es ls�s ROOF e�gCN TOP OF BLOCK 16" DEEP OPEN WEB FLOOR TRUSSES PER e U/S OF SOFFIT FLOOR TRUSS LAYOUT e PROVIDE 0,002in POLYETHYLENE FILM OR #15 FELT TOP OF WINDOWS BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES I' a. BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOW STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS'& FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENTITIOUSAPPLICATION. CONNECTIONS d1�5„ 1 ( I <... 2„ yy� B "' �" PAINTED DRYWALL (R-0.45) 8 FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNIT I INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. j"xis" PRESSURE TREATED STRAPPING @ 24" O.C. II "' (R-1.10) T -NAILED INTO BLOCK, INTERMEDIATE WALE SECTION SCALE: N.T.S. ALUM. DRIP EDGE SET I PLA; ROOF CEMENT & NAILED OVER i"xl�" BLOCKING PREFIN, ALUM. FASCIA _ VENTED SOFFIT. m CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. � p\S� TPR�fS l�Fi R 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES @ 24"O,C. MAX. W/ Bd GUN NAILS @ 6" D.C. PROVIDE 0.002in POLYETHYLENE FILM DR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF 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. (J" NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 34" POURED CONCRETE SLAB ON VAPOUR BARRII Y A q�'aq n a !'n nAv a, ar q FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION 2 SCALE: I.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0.C. MAX. W/ Bd GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY — SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. r vP,R�Es ls�s ROOF e�gCN TOP OF BLOCK e U/S OF SOFFIT BOND BEAM FULLY GROUTED & REINFORCED (SEE ALUM. DRIP EDGE SET IN TOP OF WINDOWS PLASTIC ROOF CEMENT o NAILED OVER rxl�' BLOCKING 7 -D TOP OF WINDOW UPLIFT REQUIREMENTS) PREFIN. ALUM. FASCIA & g VENTED SOFFIT. 2 ` 8 FINISHED TEXTURE COATING PER BUILDER 0 SPECIFICATIONS OVER PRIMED 3 COAT I <... CEMENTITIOUS APPLICATION. yy� (k" NOMINAL THICKNESS) DRAWINGS) I 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. INSULATION BAFFLE BETWEEN EACH TRUSS PROVIDE MIN. R19 BATT INSUL. & DRYWALL CEILING PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE) PROVIDE 1" RAISED FRIEZE BD, W/ SMOOTH CEMENTITIOUS FINISH (PER ELEVATION) #5 VERTICAL REBAR IN CONC. FILLED CELL PER STRUCT. ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO CONT. ROD IN FOOTING & BOND BEAM 0 3 TYPICAL SAVE DETAIL_ SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) ALUM. DRIP EDGE OVER INSULATION BAFFLE 4"x1 �" OVER 1 j"x5�" SPR. BETWEEN EACH TRUSS FASCIA ATTIC TOP OF PLATE _ PROVIDE MIN. R19 BATT INSUL. 8i r U/S OF SOFFIT 2" DRYWALL CEILING 1,� ° TOP OF WINDOWS 42 SEE STRUCT FMrIKIrrP'Q QQF-rIFI(`ATlnnic P70P rnNIMFPTInNI r- 3 SD7 SE17m FINISH SECOND FLOOR TOP OF C.M.U. WALL d - I REQUIREMENTS VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S — SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613,7.5 SECOND FLOOR " PAINTED DRYWALL 1�%3� STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL FILLED (R-13) " OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR RUSSES P FLOOR TRUSS LAYOUT POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. 7' 0 LnU V�V d' LL B «°S°ga�` ; j= 1 mo ® U to ®® '-1' ems, 0 0, a �a®e® "0090 1/ ,� 11111l ` T J O BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT, ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) e I REINF, PRECAST CONC, LINTEL FULLY GROUTED W/ CONT, 0 #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S yy� DRAWINGS) I Z INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS Li 0 PER FBC-RES R613.6 & R613.7.5 0Id 00 © F=I 1 ~ GROUND FLOOR 0 �JJII L -Li I PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW iLILJI o Z" PAINTED DRYWALL (R-0.45) VJ d FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) ACTUAL WALL THICKNESS INSIDE AIR FILM (R-0.68) INCLUDING STRAPPING, DRYWALL & 2" CEMENTITIOUS 4"x1�" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) FINISH = 9" 3 T -NAILED INTO BLOCK. 8" GONG. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS < cy 0 OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (�" n __j NOMINAL THICKNESS) - (R-1.00) +/� DESIGN SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) TJF DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS �1 REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER CHECKED WMR/TJF DWG.No. STRUCT. ENGINEER'S SPECIFICATIONS. JOB No. 905/117 CLEANOUT OPENING FOR EACH GROUT CELL SCALE AS NOTED FINISH SLAB ON GRADE DATE 06/22/11 4 FINISH GRADE O ° a v ° — 00 o PLASTER SKIM COAT OR a z PAINTED FOUNDATION WALL Q °. 3�" CONCRETE SLAB ON 6 MIL. POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. 7' 0 LnU V�V d' LL B «°S°ga�` ; j= 1 mo ® U to ®® '-1' ems, 0 0, a �a®e® "0090 1/ ,� 11111l ` T J O SHT OF� SD7 C7 pz C\2 e "w I 0 ��.✓ O..E Q yy� F-1 E-4 Z W Li 0 ® W © © F=I ~ � 0 �JJII L -Li iLILJI VJ d SHT OF� SD7 a 0 0� Z Li 0 ~ 0 L -Li < cy 0 n __j DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF� SD7 UL 0338 1 HOUR RATED NON-LOADBEARM PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER g" TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER 8" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM 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 SHEATHING FOR FIRST 2'-0" UP R 0 0 F TOP OF PLATE 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD - DO NOT VENT OR PENETRATE SOFFIT (__4� SD6 FINISH SECOND FLOOR o' o o�oNI /- INSULATION BAFFLE / BETWEEN EACH TRUSS A TTI C PROVIDE MIN. R19 BATT INSUL. & 2" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED (0309) EXTERIOR FIRE WALL SEE SHEET SD6 g"TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) " TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (8" NOMINAL THICKNESS) ¢� 16" DEEP OPEN WEB FLOOR RUSSES PE FLOOR TRUSS LAYOU , TOP OF C.M.U. WALL BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC, LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (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 SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL Ik FINISH SLAB ON GRADE d 4 Q a s FINISH GRADE 4 a `�z d d O d d C) PLASTER SKIM COAT OR a _! PAINTED FOUNDATION WALL a �, 32" CONCRETE SLAB ON 6 MIL. ARIE0 POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EXTER OR WALL SECT ON (TYP) SCALE: N.T.S. WOOD TRUSSES; GYPSUM WALLBOARD 3aae layer 616" type X gypsum wallboard applied at right angles to woad roof trusses 24" o.c. with 11/4" Type W or S drywall screws 24" o.c. Face layer S/B" type X gypsum wallboard or gypsum veneer base applied) at right angles to trusses with 17/B" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 11/2" Type G drywall screws 12" o.c. placed 2* back on either side of end joints. Joints offset 24" from base layer joints. Wood trusses supporting 1/2" wood structural panels applied at right angles to trusses with fid nails. Appropriate roof covering. 5 UL DETAILS JD8 Deip No. U' attiln Wall RAfog-2Ia. Finiiiih Rat-. nib.,. Approx. Ceiling Weight: 5 pef Fire Test: FM FC 172, 2.25-72: ITS, B-6.98 atm 1mil ift wiliftVIbef f (ft 49 in,,„'gam ba&4, tobe irsOUDA, k, fsavwl 6 UL DETAILS SDS UL DESIGN U338 Oaalp. Nu, Uns September 15, 2010 NonbearirlB or Bearing Weil Redng -1 HR 3 (Sae lbrm. 2 and IIA) Finish Reding - One Lever of Wameerd - min. 20 Mon. Two layers of &aboard - Min. n Min Land Reatrkted for Canadian Appliwdiem - Sea Guile BXUYZ 4 3. 2 Sic..... .... • :tea+-- .. �,ad�%, ..... ENTAL SECTION I. wood shads - Nom 2 by 3 or 2 by 41n., flat wise, spaced 24 In. O.C. max, effectively Braatooped. 2. Gypsum Boards - for Nonoeanng Wall rating - One layer of 5/81n. mirk gypsum board seared to each side Of .Wds. Gypsum We'd applied horizontally or vertically, unless speclfled below, with vertical joints centered on Studs, and Iled to Studs and healing plates 7 In. O.C. WIm 6d cement costed halls, 1-7/61.. long, 0 0915 In. shank dlem and 1/4 In. dlam hood, As an aK.-ts, No. 6 bugle head drywall screws, 1-7/81n. long, may be substltated for the ad om ant casted nails, 2B. Gypsum Board's - (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - Any 5/8 in. thick gypsum panels supply by the Classlged Companies listed below shown Gypsum Board* (CKNX) category. Applied horizontally or vertically and attached to studs and tearing plates with 1.1/4 In. long Type W coarse thread gypsum panel steel screws spared a max 8 In. DC, with last screw 1 ln. from edge of board, when used in widths other than 48 In., gypsum board to be Installed horizontally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C Y 2C. Gypsum Beard+ -- Same as Item 2B. For Bearing Wall rating - Additional layer of 5/8 In. thick, 4 ft wide wallboard each side of assembly. Attached to studs over Inner layer 81n. O.C. max with 1-7/81n. long Type W coarse thread gypsum panel steel screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C v 2D. Gypsum Board* - (As an alternate to Item 2, not shown) - For Nonbearing Wall rating - 5/8 In. thick gypsum panels applied horizontally or vertically and attached to stud* and bearing pietas with 1.1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with lest screw 1 In. from edge of board. When used In widths other than 48 In., gypsum board to be Installed horizontally. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTAINTRRD GYPSUM INC - Proltoc Type C or ProRoc Type X CERTAINTRRD GYPSUM CANADA INC - ProRoc Type C or ProRoc Type X TEMPLE-INLAND - Type TG -C 2E. Gypsum Board* - Some as Item 2D. For Dearing Wall rating - Additional layer of 5/8 in. thick, 4 ft wide Wallboard each side of assembly. Attached to studs over inner layer 8 In. O.C. max with 1-7/8 In, long Type War coarse thread gypsum paned steal screws. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTAINTEED GYPSUM INC - PmRDC Type C or Prollac Type X CERTAINTEEN) GYPSUM CANADA INC - ProRoc Type C or PmRnc Type X TEMPLE-INLAND - Type TG -C 2F. gypsum Board* - (As an alternate to Item 2, not shown) - For Nonbearing Wall rating • 5181n. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing With 1-1/4 In. long Type W coarse thread gypsum panel steel screws ea spaced a max 8 In. OC, with lest 2 screws 1 and 41n. from edge of board or nulled as described In Rem 3. When used in widths of other than 48 in., gypsum boards are to be Installed horizontally. TEMPLE-INLAND - GreenGlass Type X. TEMPLE-INLAND -Type x ComfortGuard Sound Deadening Gypsum Board. 21. Wall and Perdition Facing. and Aecanorina - (As an alternate to Items 2 through 2H) - Nominal 5181n, thick, 4 ft wide Panels, applied vertically and secured as described In Rem 2 or 2A. SERIOUS MATERIALS INC - Types QuletRock ES, Quietgock 527 3. Joints and Hail Heads - Gypsum board Joints of outer layer covered with paper tape and joint compound. Nail heads of outer layer covered with Joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with joints reinforced with paper tape. 4. Batts and Blankets* - (Optional) - Max 1 -In. thickness glass or mineral fiber batt Insulation. See Batts and Slankata* (BZIZ) Category for names of Classified companies. 4A. Mbar, Sprayed* - As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose material. The fiber Is applied with water to completely fill the enclosed cavity in accordance wIm the application Instructions supplied with the product, Nominal dry density of 3.8 11,10. Alternate application method: The fiber so applied with U.S. Greenfiber LLC Type ADIOU hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber W completely fill the enclosed canny In accordance with the applimuon Instructions supplied with the product. Nominal dry density of 2.5 Ib/ft". u S GREENFIDER L L C - Coccon2 Stabilized or Cocoon-fRM (Fire Rated Material) 4B. Fiber, 8preyadm - As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied mllulam Insulation material. The fiber Is applied with water to Interior surfaces In accordance With the application Instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CD INC - Cellulose Insulation 4C. Fiber, Sprayed* - As an nitemate to Batts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber Is applied with water to completely rill the enclosed cavity In accordance with the application Instructions supplied with the product The minimum dry demory snail as 4.s0 ms/rt. INTERNATIONAL CELLULOSE CORP - Celbar-RL r,, snug the UL Classlflretlon Mark 7 UL DETAILS UL DETAILS REPRINTED WITH PERMISSION FROM UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SHEATHING 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 h ry ° 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 1� PORCH OVERHANG DETAIL 1\SDJ8SCALE: N.T.S. SHT OF Z 1 ripp LLJ Q pY ILJLJI 0 lesee40 d+ c� 00 � ~ Q Z 3: �pp pp��pp L.i-•� V5 33 �0-C oo� o �E- E UD� ® V) � W O 0 J II II TIL II�JII ®p l YJLJI LLJ J IL��J DESIGN o TJF SHT OF 1 ripp LLJ Q pY ILJLJI 00 � Z 3: �pp pp��pp L.i-•� o _ll _JCy F_ r ' 0 0 ` ®p l a- J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF