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HomeMy WebLinkAbout1021, 1025, 1029, 1033, 1037 Laurel Ridge Ln (a)DRAWNG NDEX E-1 REVISIONS, E-2 USED E -3A E-4 BUILDING COMPOSITE BUILDING COMPOSITE BUILDING COMPOSITE E-5 UNIT E-6 E-7 E-8 UNIT UNIT M-1 ELEVATIONS AND DETAILS BUILDING SECTION AND STAIR DETAILS M-2 - M -3A FLOOR PLANS AND DETAILS M-4 M-5 ELEVATIONS AND DETAILS BUILDING SECTION AND STAIR DETAILS FLOOR PLANS AND DETAILS M-6 TPTH02A M-7 M-8 --- M-9 BUILDING SECTION AND STAIR DETAILS DESRIPTION COVER, INDEX, REVISIONS, NOT USED UNIT TPTH01 B BUILDING COMPOSITE FIRST FLOOR PLAN BUILDING COMPOSITE SECOND FLOOR PLAN BUILDING COMPOSITE BUILDING COMPOSITE BUILDING COMPOSITE FRONT AND REAR ELEVATIONS SIDE AND ENTRY ELEVATIONS ROOF PLAN UNIT TPTH06EA FLOOR PLANS AND DETAILS UNIT UNIT TPTH06EA TPTH06EA ELEVATIONS AND DETAILS BUILDING SECTION AND STAIR DETAILS UNIT TPTH03B FLOOR PLANS AND DETAILS UNIT UNIT UNIT TPTH03B TPTH03B TPTH02A ELEVATIONS AND DETAILS BUILDING SECTION AND STAIR DETAILS FLOOR PLANS AND DETAILS UNIT TPTH02A ELEVATIONS AND DETAILS UNIT TPTH02A BUILDING SECTION AND STAIR DETAILS UNIT TPTH03A FLOOR PLANS AND DETAILS UNIT TPTH03A ELEVATIONS AND DETAILS UNIT TPTH03A BUILDING SECTION AND STAIR DETAILS UNIT TPTH01 B FLOOR PLANS AND DETAILS UNIT TPTH01 B ELEVATIONS AND DETAILS UNIT TPTH01 B BUILDING SECTION AND STAIR DETAILS UNIT TPTH05EB UNIT TPTH05EB FLOOR PLANS AND DETAILS ELEVATIONS AND DETAILS UNIT TPTH05EB BUILDING SECTION AND STAIR DETAILS STRUCTURAL NOTES FOUNDATION PLAN DOWEL LAYOUT PLAN FLOOR FRAMING PLAN ROOF FRAMING PLAN LINTEL PLAN cmn FOUNDATION DETAILS GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS FIRE SEPARATION WALLS AND DETAILS ARCHITECTURAL WALL SECTIONS AND DETAILS FIRE SEPARATION WALLS AND DETAILS ELECTRICAL NOTES AND SCHEDULES UNIT TPTH01 ELECTRICAL PLAN, PANELS NOTES UNIT TPTH02 ELECTRICAL PLAN, PANELS NOTES UNIT TPTH03A ELECTRICAL PLAN, PANELS NOTES UNIT TPTH03B ELECTRICAL PLAN, PANELS NOTES UNIT TPTH05EB ELECTRICAL PLAN, PANELS NOTES UNIT TPTH06EA ELECTRICAL PLAN, PANELS NOTES NOT USED MECHANICAL LEGEND, DETAILS AND SCHEDULES UNIT TPTH01 MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH02 MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH03A MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH03B MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH05EB MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH06A MECHANICAL PLAN, PLUMBING RISERS NOT USED PLUMBING DETAILS AND SPECIFICATIONS HOMES LOCH LAKE TOWN HOMES SANFORD, FLORIDA LOTS *it6 THRU *iiL ELEV0 6E A ELEV�3B C��ETPETVH0 2A REV. TPTH03 ) Q)ETPETVH01 B � ETi PS LETIV. QU�'B' (REV. �;,4 , ( - ) �3 ELEV• 'A' (REV. ) Construction Documents & Project Coordination ITO DESIGN TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: tfrost@t-f-design.com 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 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 Builder &Owner MAT -TAW 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 GENERAL DESIGN CRITERIA 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 MEP Engineer of Record DDC Engineering, Inc. 4083 South U.S. Highway 1, Suite 101 Rockledge, FL 32955 TEL: (321) 633-4522 _-•tea SANFORD SUILD1NG Dom• J -HESE PLANS ARE RENEWED AND COND1ryHALL ONALBE ACGEPTF_D FOR PERWpT� 4 fN } TO PROD FD WITH i0 n:0'7 A5 AUTHORITY TO VIOLATE. CONSTRUED THE W^RK \f� SET p.SIDE ANYSHALL CANGF-I . a',_TF R `�C_HN;CAI CODES. NOR Bull PRpVI: SONS OF i r _ } T PREVENT• THE B RF;aUtRING A CORREC' Issj- NC=L•. F A(=_t•'.R TRUC'('lON DF:P-' FRAM Tt'1E' (y - PLANS. CONS cF`R,:,i SON T�' CODES. OR GTHFF' VIC.,01"IONS t!F THE 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 SHT 1 OF 20 C-1 Li CD W z C W , E- - O » U3 0 ; z O�++yy� O U � � J Q •.''�/,�y "`'�I''VIPRO cmn Cn O "•►rre�t��° I CV M O M n� WI LJ �+ i� O c 0 N J U- w CV N Lu �v > W O 0 w N CZ CL O � = 0J O I L CL O - ai c -� < It CA LLJ OI-- U- O Q:� O0 N n E O DESIGN PRAWN co tet' CHECKED WMR cn L _ JOB No. 905/117 SCALE AS NOTED O cc ' :'-' 3 H V� cl)qt -0 M c a .;-MCZ @�.N O cc 0 O L C N O CL O �0cN CZ ULM C�^� O CZ Z Q 'O Q O %" Cr 0 3 I` J O UJ o ma Cn r CVZI,-.c O W — SHT 1 OF 20 C-1 Li CD W z C W , E- - O » U3 0 ; z O�++yy� w Cn M E -Z U ..J. "'ate w � � J Q •.''�/,�y "`'�I''VIPRO cmn o "•►rre�t��° I � M SHT 1 OF 20 C-1 CD W z C W , E- - • 1 w Cn M E -Z r �oE"QU' cc V) cmn � M n� WI LJ LJ -J �- r . w CV N Lu W O 0 w � = SHT 1 OF 20 C-1 CD C � M n� WI LJ U., 0, o o O Cn � = O I L _I 1 (-D~ L < U J LLJ OI-- Q:� O0 n DESIGN PRAWN TJ F/AT _ CHECKED WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT 1 OF 20 C-1 :cx C U __ __ MECHANICAL EQUIPMENT MUST BE Cl EPE�06A' 15 E�EV�3B' 14 —ELEV.A' (REV.) 13 ELEVoEV '�A' (REV.) 1`� ELO'B' — FOR FLOOR PIAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PIAN SHEETS k-7 S -T FLOOR PLAN PLAN- TPI Hot E EEEV. '' (REV.) ALL SYME30LS LE:GFND INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS W z 0 n ry U U) W LiJ o N: '�` '' °• y L`' AA a z 4 ' Z U •� •� 0 ZZ • •pi "� J Q �� �•^ O w L)m c� owe � �U;Z� W UD N E-- ��ooa o LL� LL UD UDw O AWE" w o o x � T a O � W �3 I� W _ pp n I� �_ 0 D cn� [I W= 0 z � W00 <0 wQ—'®�) 0<O� n �--im DESIGN DRAWN CHECKED DWG.No. JOB No. � e ®y' SCALE AS NOTED 3/16DATE SHT OF BC -2 20' 111„ 20'-0' 20'-0" 2 2 20'-0" 20'-0° IO' -111„ --._._ TP TH 6E �� TP T 03 14 TP T 02 13 TP TH 03 TP TH 01 12 ELEV. 'A' ELEV. B ELEV. A (REV.) ELEV. 'A' (REV.) ELEV. 'B' EOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS PENETRATIONS THROUGH U373 SHAETLINER PARTY WALL MUST COMPLY WITH DETAIL 1 /SD5 FOR EIRE SEPARATION NOI—ES OF ROOF ASSEMBLIES SEE SHEET BC -6 UNIT BUILDINC'T 3/16 19 = 1 1-099 �SEUOND FLOOR PLAN CYE— PTH05E LEV. 'B' (RFV.) WALL ISYMBOLS 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 z O ry U V) w 0 z O � CO C' �O�Q� cfl U)NW In AWE-+ Q�E- P" OO I.LJ t O J W f— �f O W k j Q U Ld W Ld (/) V) a LL "Z� k �j . � o. Q • ` r� co J Z' • •• J LL. z O � CO C' �O�Q� cfl U)NW In AWE-+ Q�E- P" OO I.LJ t O J W f— �f O W k j Q U Ld W Ld (/) V) CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 a � L1 W = LTJ F— Q0°o _ z iii F- 0 0 0 LLJ o'o Q 0 U —jz <T�. o ,Q®!D- CL :2 --1 m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 6:12 6:1'2 O O O O O D L tD QJ X X a a oa a0 .. M M a a _ M M 777 . M y O C7 O O D D O �O x x x x D7 a a D �O l0 (D (D lU E7—] L.—A M M M M 777 -77 7-7 , ......... : �r I' I - .� • , t . r. 72°x96° °ae."R7 PATIO OITA9 DOOR 9000 72''x96" °ae."R7 PATIO OITA9 DOOR 9000 72''x96" PATIO "aex"R7 DOOR OITA9 IN 5000 72''x96" PATIO IIIIII IIIIII111111111111111'I_I -IIIIIII 11 I I11101111110000010111 111111111"11111 II_ - "1 01-111111111111 IN 11111 1111 II _:1111111 IIIIIIIIIIII =, DOOR I �� �. •q IL�1■ii±•Iliill�lLlJ �iuGui� �—IIJ■L�11— - -- - IV■VI lu■u� ��=+•�+q FVbB' (RFV.) 12 ELEVQDPETVI-10iA' (REV.) C4a2A'(REV.) C5)1ETFV'`'B' REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS NOTE: PLATE IS RAISED TO 9'-1" FOR FRONT BEDROOM THIS UNIT C16 TPTHOE�_E ELEV. 'A' 6:12 11. 6:12 6:12 RECESSED CANNED 6 �2 LIGHTS IN SOFFIT 6:12 6 �2 6:12 4> r' 8:12 4-6" _ E3) f E4 ■ME IIIIII IIIIII111111111111111'I_I -IIIIIII 11 I I11101111110000010111 111111111"11111 II_ - "1 01-111111111111 IN 11111 1111 II _:1111111 IIIIIIIIIIII =, I IN o W IIIII III I IIIIIIIII"IIIIII IIIII IIIII IIIII _ = III11111 IIIIIIII IIII IIIIIIIII _'�,=�1 IIIII III IIIII IIIII IIIII IIIII IIIII E3) f E4 W ■ME ■ ■■■ I IN o W IIIII IIIII IIIII E3) f E4 1:m �h TA' �5 EPC)ETP EV02A' (REV.) (3 T�A' (REV.) 12 EPEV' I�q, FRONT EL.EVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 EV ( E8 6 UNIT BUILDING -T FRONT AND REAR ELEVATIONS - 99 3/16 V-0 TPTH05E 11 ELEV. 'B' (REV.) TOP OF PLATE TOP OF WINDOW ) FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW O I 00 CD I cs> 00 FIN. GROUND FLOOR FIN. GRADE 00 TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD La TOP OF WINDOW FIN. SECOND FLOOR STOP OF MASONRY J TOP OF WINDOW `n FIN. GROUND FLOOR p I� 00 CO un I w 0 z 0 II --- In ry C) LTJ W ■ME ■ ■■■ CV o W IIIII IIIII IIIII IIIII . _ III IIIII III IIIII IIIII IIIII IIIII IIIII �j 0) 4. ` Co - 0 IIIII J IIIII 0 IIIII IIIII IIIII IIIII = IIIII IIIII�� 1:m �h TA' �5 EPC)ETP EV02A' (REV.) (3 T�A' (REV.) 12 EPEV' I�q, FRONT EL.EVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 EV ( E8 6 UNIT BUILDING -T FRONT AND REAR ELEVATIONS - 99 3/16 V-0 TPTH05E 11 ELEV. 'B' (REV.) TOP OF PLATE TOP OF WINDOW ) FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW O I 00 CD I cs> 00 FIN. GROUND FLOOR FIN. GRADE 00 TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHERE SHOWN TOP OF PLATE STANDARD La TOP OF WINDOW FIN. SECOND FLOOR STOP OF MASONRY J TOP OF WINDOW `n FIN. GROUND FLOOR p I� 00 CO un I w 0 z 0 II --- In ry C) LTJ SHT OF BC -4 W d' O %0i%1111111111 CV o W Z Z o Z J Q �j 0) 4. ` Co Q 0 ♦e. a•+.•+.• �� J O 0 SHT OF BC -4 o p pp�pp �w7rn o� 0 E-, U5 Lj = U ©woo 0 LLJ J `_� a O w CQ F--- C, LLJ LLJ W00 SHT OF BC -4 D 0 Lj = U o0 W00 OBJ � o < 0 �a W �-U- � -im DESIGN DRAWN CHECKED DWG.No. - JOB No. SCALE AS NOTED - DATE — SHT OF BC -4 6:12 6:12 TPTH06F 16 ELEV. 'A' UPGRADED CORNER ELEVATION 6 6:12 6:12 TOP OF PLATE TOP OF WINDOW FIN, SECOND FLOOR TOP OF WINDOW FIN, GROUND FLOOR FIN. GRADE i00 FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 3/6199 , E1 WALKWAY 'A' SHUTTERS 6:12 6:12 6.12 00 Ill lirl"ll Up) rell s•,s 11 9 ®99 6:12 6.,2 6:12 E0E2 FRONT ENTRANCE- 'B' 2CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY 6:12 _H��ll 11111 CTHO�DTL BL -"'.i. (REV,) ELEVATIONS E3 WALKWAY ELEV 'A' WINDOW AT GARAGE 6:12 OVA TOP OF PLATE TOP OF WINDOW OL ry U V) -1 c N. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR ALTERNATE LOCATION FOR ELECTRIC METER NICHF UPGRADED CORNER ELEVATION GARAGE SALES OFF CE 6:12 C4jALKWAY ELEV A' _ TTERS RECESSED 6:12 CANNED HTS LIGIN S� OFFIT FRONT ENTRANCE 'A' E6 WALKWAY 'B' P WALKWAY 'B' , (ES SHUTTERS WINDOW AT GARAGE E8 WALKWAY ELEV B ',,—/CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE ND V DUAL UNIT ELEVATION SHEETS 6 UNIT BUILDING- ENTRY SIDE WALL ELEVATIONS co LJ �t o N `r�lilift//� w V Z .J zn a� w :2 S ulvt O • z . a;. � •. Q r ••°.. 1 J w� J L.'J • . ice. �; o ' ,•I;EC7;RIC"��nEYf L.,J LLJ Kl>i 5.. E0E2 FRONT ENTRANCE- 'B' 2CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY 6:12 _H��ll 11111 CTHO�DTL BL -"'.i. (REV,) ELEVATIONS E3 WALKWAY ELEV 'A' WINDOW AT GARAGE 6:12 OVA TOP OF PLATE TOP OF WINDOW OL ry U V) -1 c N. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR ALTERNATE LOCATION FOR ELECTRIC METER NICHF UPGRADED CORNER ELEVATION GARAGE SALES OFF CE 6:12 C4jALKWAY ELEV A' _ TTERS RECESSED 6:12 CANNED HTS LIGIN S� OFFIT FRONT ENTRANCE 'A' E6 WALKWAY 'B' P WALKWAY 'B' , (ES SHUTTERS WINDOW AT GARAGE E8 WALKWAY ELEV B ',,—/CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY WINDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE ND V DUAL UNIT ELEVATION SHEETS 6 UNIT BUILDING- ENTRY SIDE WALL ELEVATIONS co DESIGN CHECKED DWG.No. JOB No. SCALE DATE LJ �t o N `r�lilift//� w V Z • 4 dp Q :;r zn a� w :2 S ulvt O • z . L K \i.� • � f 'i Q r ••°.. 1 J w� J L.'J = DESIGN CHECKED DWG.No. JOB No. SCALE DATE 0 cl-) U� V zn a� w ox O V) ry L.'J = J o 0 L.,J LLJ } (0� DESIGN CHECKED DWG.No. JOB No. SCALE DATE 0 cl-) U� V zn a� w ox O V) ry L.'J = c`j�C cit 0 � z cn w00 = LTJ M >- < CD LLJ 0 i— U — 0L 1 m DESIGN CHECKED DWG.No. JOB No. SCALE DATE DRAWN AS NOTED BC=5 0 cl-) U� zn a� w ox z c`j�C cit © U DRAWN AS NOTED BC=5 21'-0" 20'-0" 20' 0" I 20'-0" 20'-0" L 21'-0" 4'-0" 1 4' -0" 4'-0" I. 4'-0" 1 4'-0" 1 4'-0" 4'-0" I. 4'-0" . 4'-0" I, 4'-0„ --------------------- --- --------------- ------ -->- ( -----� / PROVIDE FIRE RETARDENT / / / / PROVIDE FIRE RETARDENT — PROVIDE FIRE RETARDENT / / / / ,I PROVIDE FIRE RETARDENT / TREATED PLYWOOD SHEATHING / / / / / TREATED PLYWOOD SHEATHING / / / /� TREATED PLYWOOD SHEATHING / / / TREATED PLYWOOD SHEATHING MIN. 4'-0" EACH SIDE OF / / / / MIN, 4'-0" EACH SIDE OF MIN. 4'-0" EACH SIDE OF , / / // / MIN. 4'-0" EACH SIDE OF ' THE PARTY WALL CENTERLINE i/ // // / THE PARTY WALL CENTERLINE. i/ / / / / / / / / / / THE PARTY WALL CENTERLINE r` 1 THE PARTY WALL CENTERLINE / / /— ---THE / NO PENETRATIONS ALLOWED / / / / // NO PENETRATIONS ALLOWED // / // /'' /' // NO PENETRATIONS ALLOWED / / / NO PENETRATIONS ALLOWED ; i WITHIN THIS ZONE / / WITHIN THIS ZONE / � WITHIN THIS ZONE / / WITHIN THIS ZONE r / / r / / / / / r SD//// //////I lSD PROVIDE OFF -RIDGE VENTS rd AS REQUIRED PER CODE TYP L—� 6 12 / / / / / S / ASPHALT SHINGLE ROOF INSTALLED I / / / / / I / / / / / I I / / ! / I ASPHALT SHINGLE ROOF INSTALLED PER MANUFACTURERS SPECIFICATIONS r APER MANUFACTURERS SPECIFICATIONS N I / / / // / / ti / �6:12 12♦ Y// � 6� r \ ♦ :12 6 6:12 6:12 �2 /A / // / / // /I / / D.S. / / ' I I / / I / / /" 1 I / / / I /I / Wig r 6:12 4 I / // // / // //// / // / 6:12 6 2 / // 6 12 6� ,r 6:12 6:12 j / II / / i / / / / / / / II SDf IV S. / // // / I / / / I /D. // /// 6:12 6:12 j �/ II D V/ �I / // // // / D 4 6 / 6:12 / i / / / / / 1 / / / 1 V / D SD / 6:12 /II V ------------� / , i 5:12 - / / / ..'I / Z--., / C 6:12 i f I. i'' 6:12 / cv 9:12 / - 4 / \ I ` I r i II I /�� I // �/ / / / I � I f' I I _ D I I/ 4 , / / / /� W 4 / i / 41 I D. S. -------- / rd'� / / / I / /� / --------- / ( I---------- -- Imo - --------J -- 1� ---/ �.� -f- �' -y / /, /. / / �--- � D.S. / r----- - - - - - - - - '-1" 4,-54, -- ' 1" '-2" 1 4 4 4 - 122'- 0" 1 TP 1H06E 9-TPTH03 14 TPTH02 13 TPTH03 ELEV. 'A' ELEV. 'B' ELEV. 'A' (REV.) ELEV. 'A' (REV.) LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2007 SECTION R32.0.7 6 i;VIrL' BUILDING 12 'p TH 01 ELEV. 'B' 11 TPTH05E _ ROOF SYMBOLS LEGEND_� INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF -RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION—(FBC—R806.) MIN. VENT ARTA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VEWIS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE, CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF LSI -ct �•'�, •.� LTJ . O 60 ,y, % a z 0 • . !U ,�iI, ��,�.,. 0 �`n.i� � 'Z Q ��• '.r ••..i �.• :��Gj IN Q p c0 --i Cn N W Li Z _ CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF U) 4 E-1 Q00 O 1 c0 --i Cn N W Li Z _ d r� 1 /4 W 0 O � F- 4 f--- Zz4z w w LLJ0a —. O CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF � 1 cn Li 0 Zz4z LLJ0a O w r� o >— Q CD U � Z <_r —— <O=) a J m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE 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) COMMODIIY WINDOWS TO BL SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUN I IN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDLRS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 9 z - L� _ Ca_I O = = a W U) C� U- U) �_ U O w U U W J 7 W m J o C) < < o o a z <7 Q L� Li_ _ T_� U) 7 U U .`Z 0 U W w F- F- U _J z C- W z QC1 Z 0 O ZLl 3 ~ o m ---- W17) 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 2' 8" 6'-8" 14 R4 B LABFL YES FOR 1 HR RATED WAILS 2' 0 1H4 SH BI,OCK SINGLE HUNG 264" 50j" 274" 505" 9.32 NO j W22 C 1H5SH BLOCK BLOCK FRAME `INGLES HUNG 262 ' 6.3" 274" 634" 11.59 NO 3'-0" C_ W2> iH6 SH SINGLE HUNG 264" 72" 274." 72" 13.25 NO ADD IRANSOM / ELEVATION W25 2438 SH SINGLE HUNC 28" 44" 284" 444" 8.56 NO SPECIFICATIONS OVER 1/2' THICK PRIMED 3 (W26) SINGLE HUNG 2444 SH 2450 SH 24 SH FRAME 28" 52" 284" 524" 10.11 NO FOR 1 HR RATED WALT S (W27) FRAME :SINGLE HUNG 28" 60" 284" 604" 11.67 NO c" W51 (J BLOCK SINGLE HUNG 37" 50"" 374" 505" 13.01 NO (W52) 25 SH HLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES 1 8" BLOCK W53) 26 SH SINGLE HUNG 37" 72" 374" 274" 72" 474" 18.50 YES NO STRAPPING 0 24" O.C. (W`)� 2440 SH FRAME FRAME SINGLE HUNG 27" 47" 08.81 BLOCK. FI -FOIL. AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" W55 3040 SII SINGLE HUNG 36" 48" 364" 484" 12.00 NO INTERIOR DRYWALL FINISH, TOTAL R -VALUE W51 3050 SH 3060 SH SH FRAME FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES INTERIOR DOOR 9' CLG. TYP. 58 C_W c48,50 SINGLE HUNG 36" 72" 361" 484" 724" 50" 18.00 YES BLOCK SINGLE HUNG 48" 50j" 16.88 NO INTERIOR DOOR 9' CLG. TYP. �W9' 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES (6A (W9�48x/2 SFi BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES 6'-8" �w 4040 SH 4050 SH FRAME SINGI_F HUNG 48" 48" 484" 484" 16.00 NO 2-2x4 SPF#2 IOP PLATES. 1/2" INTERIOR (�97) FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPLCIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) - DOOR SCHEDULE NO IF S: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVA(IONS TO DETERMINE EXTERIOR DOOR SFYLL & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL IN 1L RIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER w X8613.8.1 �.XT � ^FOIR' MA RY-R15UGH 0 ENTN�SIZE J iw I) c� J z I,J z 0 _ m Cn O O F `ZI rLI J IT Q1_1 0 Z r'Y L T J W S L7 L) U w Z O O w S w O C 1 7 T F- - II �, fn 7- 2' 8" 6'-8" 14 R4 B LABFL YES FOR 1 HR RATED WAILS 2' UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE �A) 2'-8" 8'-0" 1 4" R4 OPENING = 20" ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CFIL.ING -.- j Q Z. U STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 6'-8" R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WI III RANGE HOOD VENT ��C-M1503)- MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS ANDORANGE MAX. NOSING FOR 1 HR RATED WALLS �p 5 _ d O 3'-0" 1 4" R4 45 MIN. YES 3'-0 6'- 8" R4 51 >_ � > ADD IRANSOM / ELEVATION 18 O (1 C) 1 4" SPECI FICA NS FICA � ���-"� '-� �'\�-\ APPLINCE SHALL COMPI-Y WITH UL923 = 6'-8" 0" 8'-0" 14 R4 SPECIFICATIONS OVER 1/2' THICK PRIMED 3 = 12'-0" TEMP GLASS FRENCH 18 _1 LLI SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) -FLOOR FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS � FINISHED FLOOR FOR WINDOWS h SPFCIFICA110N OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL FNGINEERS FOR 1 HR RATED WALT S PER UL ASSEMBLY U905. FBC TABLE 720.1(2) Q 3' 0" 8'-U 1 4" R4 45 MIN. YES CONCRETE BLOCK WALL REINFORCED PER c" BARRIER PER ASTM C 1663 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE r FOR WINDER STAIRS (EXCLUDES 7/8" CEMENTIT100S FINISH HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD (In Q 2'-8" 6'- 8" EQUIVALENT THICKNESS. cONTRACTOR TO VERIFY THAT DELIVERED BLOCK HAS CORRECT ENERGY GAUGE USA/FLA/RES INTERIOR DOOR 8' CLG. TYP. O (2) 1 OWALL -BETWEEN SPACE 2'-8" 8'-0" 1 8" RATING, PARTY WALL TO HAVE 1 1/2" P.T. DAMPER MAX. 25' DUCT LENGTH. 45' BEND = INTERIOR DOOR 9' CLG. TYP. PASS RATIO. (FBC-N111.3.A.1&2) (3) 2'-6" 6'-8" 1 g" 2.5', & 90' BEND = 5' STRAPPING 0 24" O.C. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE INTERIOR DOOR 8' CLG. TYP. (7) 2'-6" 8'-0" 1 $" BLOCK. FI -FOIL. AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DOOR 9' CLG. TYP. (4� 2'-4" 6'- 8" 1 w Cn INTERIOR DRYWALL FINISH, TOTAL R -VALUE INTERIOR DOOR 8' CLG. TYP. SECOND FLOOR PARTY WALL 10 BE 2 HR FLOORS w/ CONDITIONED SPACE ABOVE. TAPE (4� 2' 4" r 2'-0' 8'-0" 1" Cn N <% _ (R-8.61) INTERIOR DOOR 9' CLG. TYP. RATED CONTINUOUS FROM TOP OF MASONRY -( 5) 6' -8" , 1 � INTERIOR DOOR 8' CLG. TYP. 2'- 0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. (6) 2'-2" 6'- 8" 1 INTERIOR DOOR 8' CLG. TYP. (6A 2'-2' 8' 0' 1 �' INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CLG. TYP. (I) 1'-6" 6'-8" 1 g" 20 ROOF CONSTRUCTION K631'-6" 8'-0" 1 2-2x4 SPF#2 IOP PLATES. 1/2" INTERIOR INTERIOR DOOR 9' CLG. TYF'. J1' --n" 11 FIR ST FLOOR PLAN t 59 5'-102" W57 (W57 20'-112" 11'-71 -------_. -.- -- I i-----------� 13'-10" 1 _..... MASTER SUITE i Ii I CARPET I TEMPERED I GLAS SHO ER I ENCLOSURE 9' HIGH COFFER \ W57 I i1 W.I.C. 0 x 1 w m I -----j o L DBLE. HANGING 9'-12" `In Cn x Li SIN BEDROOM 3 CARPET N Ln Lo �ow x a_, w 4-0 BI -FOLD I F= 3'-52" 3 TEMPERED SD6 GLASS C55 F��SOER TUB66"x� 2 J 6'-04'j 0 BA1H OASIS _ \ I \` C 2'-74 �� 42" HIGH HALF WALL 4) Q� 3'-8" - VENTED AHU 2 DOOR F.A_"o- 4'- 102„ 1'-11" \ � z II Z DN 17R 68" 3'-4�2„ F -, ­­ - CT 1" 1 1- ,3'-- > 3'--3" 6'-4 5ry� or - C LAUNDRY J PROVIDE r- - - -7 TILE AN UNDER I W F� _ -0" W ENGINEERS SPECIFICATIONS) R13 BATT INSULATION, 1/2" INTERIOR DRYWALL FINISH. r 17 EXPOSED BUILDING- FAQ EXTERIOR WALLS TO HAVE A FIRE RESISTANCE G. INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 1588 SF c Q X8613.8.1 �.XT � ^FOIR' MA RY-R15UGH 0 ENTN�SIZE J �IO�Q� 4.) THE LENGTH OF 2 RISERS RATING OF 1 HOUR WHERE LIMITING DISTANCE OPENING = 24" CONSTRUCTION NO_T-E_5_. (Unless Otherwise__Noted) 5) (FBC-R613.8.2) W SHALL NOT BE LESS THAN 24" UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE - SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & THAN 25" SURFACE OF THE EXTERIOR WALL FINISH OR WATER OPENING = 20" ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CFIL.ING -.- j Q Z. U STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, IS LESS THAN S-0" R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WI III RANGE HOOD VENT ��C-M1503)- MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS ANDORANGE MAX. NOSING = 1" �p 5 _ d O - 34" = 38" ALL OTHER APPLICABLE CODES AND AUTHORI TIES HAVING 15 HOOD VENTED TO EXTERIOR AND U 2) MINIMUM WINDOW SILL HEIGHT (FBC- R613,2) JURISDICTION OVER CONSTRUCTION OF THESE UNITS, THESE EQUIPPED WITH BACK DRAFT DAMPER. MIN. 51 >_ � > REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING 18 O GROUND FLOOR PARTY WALL FROM TOP OF (� SPECI FICA NS FICA � ���-"� '-� �'\�-\ APPLINCE SHALL COMPI-Y WITH UL923 = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE = 36" J 1-d Q = - SPECIFICATIONS OVER 1/2' THICK PRIMED 3 = 12'-0" FRAME WALL CONSTRUCTION (2x4) , 0CEMENTl1101JS FINISH SUBFLOOR AND FLOOR__.,I}� SU,. SES 1 16 3/4" T&G SUB ON PRE-ENGINEERED LLI SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) -FLOOR FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS � FINISHED FLOOR FOR WINDOWS h SPFCIFICA110N OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL FNGINEERS SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) Q COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING [ CLOTHES DRYER VENT (FBC-M1502) GALV, METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE I) CONCRETE BLOCK WALL REINFORCED PER c" BARRIER PER ASTM C 1663 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE r FOR WINDER STAIRS (EXCLUDES 7/8" CEMENTIT100S FINISH HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD (In Q O j O SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING EQUIVALENT THICKNESS. cONTRACTOR TO VERIFY THAT DELIVERED BLOCK HAS CORRECT ENERGY GAUGE USA/FLA/RES 10' MAX HEIGHT (SEF STRUCTURAL O u 1 UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE W "t APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVES AND HALF ? O SD6 WITH OFT -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ♦``�1�1/�� N OATTIC OVER Ll IF A Rf VT L1lR<D $C�L�LAT \�_..v�-�.% ✓�`� ~\.., r♦` d� * N�/�/� cr-It PROVIDE R30 BATT/ BLOWN INSULATION AND w .•...... 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH w •.� .0. - O 21 TILE TO BE CEMENT TILL BACKER BOARD PER FBC2007 i" Z Z INTERIOR STAIRS -SITE BUILT FBC _2007 R702.4.2 L Ap j = < 6 C_ R,511.5 / ._�., U SIN 1,) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WIND' fGENERAL NOTE: ' »� I }- ®� Z � J Lc) AT BASE) EQUALLY SPACED & ANCHORED a E -z TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1.) �' Q x � (FBC 8310) ✓� � . ' �Gj ; '°� Q O MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED m x 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM �r •'••*••''� �C �� J prJ DOWN AS REQUIRED GLIDED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ir�' P��\� O WINDOW = 5.0 Sq. Ft. �I�� *♦♦ Li z L 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE M►�ll����� Z>- AND SEAL & SIRUCTURALLY SUPPORT ALL ENGINEERS SPECIFICATIONS) R13 BATT INSULATION, 1/2" INTERIOR DRYWALL FINISH. r 17 EXPOSED BUILDING- FAQ EXTERIOR WALLS TO HAVE A FIRE RESISTANCE G. INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 1588 SF c MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE X8613.8.1 �.XT � ^FOIR' MA RY-R15UGH 0 ENTN�SIZE J �IO�Q� 4.) THE LENGTH OF 2 RISERS RATING OF 1 HOUR WHERE LIMITING DISTANCE OPENING = 24" TYPE II RAILS FBC: 8311.5.6.3 FOR GRIP 5) (FBC-R613.8.2) W SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE - SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR THAN 25" SURFACE OF THE EXTERIOR WALL FINISH OR WATER OPENING = 20" C'2 W � -.- j Q Z. U = 9" IS LESS THAN S-0" R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WI III TO BE EQUIPPED WITH SELF CLOSING DEVICE MAX. NOSING = 1" �p 5 _ d O CONCRETE �I_ZiCK CONSTRUCTION.= CEMENTITIOL� FINISH 34" = 38" 2 HOUR MASONRY PARTY WALL U 2) MINIMUM WINDOW SILL HEIGHT (FBC- R613,2) 4 �-IN MIN. 51 >_ � > FINISHED TEXTURE COATING PER BLJII DERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF (� MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE = 36" 4 1-d Q = - SPECIFICATIONS OVER 1/2' THICK PRIMED 3 = 12'-0" SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED LLI SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) FLIGHT OF STAIRS � FINISHED FLOOR FOR WINDOWS h COAT CEMENTITIOUS APPLICATION, 8" NOM. SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) Q �, [ CLOTHES DRYER VENT (FBC-M1502) MIN. CLEAR STAIR WIDTH I) CONCRETE BLOCK WALL REINFORCED PER c" ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR r FOR WINDER STAIRS (EXCLUDES 7/8" CEMENTIT100S FINISH FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" (In Q O j O STRUCTURAL ENGINEERS SPECIFICATIONS TIED TO CONTINUOUS BOND BEAM AT TOP EQUIVALENT THICKNESS. cONTRACTOR TO VERIFY THAT DELIVERED BLOCK HAS CORRECT ENERGY GAUGE USA/FLA/RES _ u OWALL -BETWEEN SPACE � c > OF WALL, 1x2 PRESSURE TREATED RATING, PARTY WALL TO HAVE 1 1/2" P.T. DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N111.3.A.1&2) It o ch:m STRAPPING AT 24" O.C. T -NAILED INTO 2.5', & 90' BEND = 5' STRAPPING 0 24" O.C. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE I z Z BLOCK. FI -FOIL. AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL _ 13 ATTIC ACCESS (_FBC-R1001 AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION w Cn INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL 10 BE 2 HR FLOORS w/ CONDITIONED SPACE ABOVE. TAPE 0 __J Cn N <% _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY LpJ FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL O INTERIOR STUDF'ARTiTIONS BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC, AND INSTALLED PER MANUFACTURERS r FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 IOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS, MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. n 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 1TZUSS MANUFACTURER AT 24" O.C. PRE--FINISI-ILD ALUMINUM - 4 O EXPOSED FLOOR. TO EXTERIOR PROVIDE MIN. R-11 BATT INSULATION IN FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND IBQQF VENTILATION 1 UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE W "t APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVES AND HALF ? O SD6 WITH OFT -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ♦``�1�1/�� N OATTIC OVER Ll IF A Rf VT L1lR<D $C�L�LAT \�_..v�-�.% ✓�`� ~\.., r♦` d� * N�/�/� cr-It PROVIDE R30 BATT/ BLOWN INSULATION AND w .•...... 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH w •.� .0. - O 21 TILE TO BE CEMENT TILL BACKER BOARD PER FBC2007 i" Z Z INTERIOR STAIRS -SITE BUILT FBC _2007 R702.4.2 L Ap j = < 6 C_ R,511.5 / ._�., U SIN 1,) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WIND' fGENERAL NOTE: ' »� I }- ®� Z � J Lc) AT BASE) EQUALLY SPACED & ANCHORED a E -z TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1.) �' Q x � (FBC 8310) ✓� � . ' �Gj ; '°� Q O MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED m x 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM �r •'••*••''� �C �� J prJ DOWN AS REQUIRED GLIDED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ir�' P��\� O WINDOW = 5.0 Sq. Ft. �I�� *♦♦ Li z L 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE M►�ll����� Z>- AND SEAL & SIRUCTURALLY SUPPORT ALL DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft, I! G. INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 1588 SF c MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE X8613.8.1 �.XT � ^FOIR' MA RY-R15UGH 0 ENTN�SIZE ,r J �IO�Q� 4.) THE LENGTH OF 2 RISERS i- 1 TREAD OPENING = 24" TYPE II RAILS FBC: 8311.5.6.3 FOR GRIP 5) (FBC-R613.8.2) W SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE DOOR._ FROM GARAGE TO HOUSE SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR THAN 25" SURFACE OF THE EXTERIOR WALL FINISH OR WATER OPENING = 20" C'2 W � -.- ABINETHAND MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WI III TO BE EQUIPPED WITH SELF CLOSING DEVICE MAX. NOSING = 1" = 44" ABOVE FLOOR MIN, MAX. 1 34" = 38" MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (FBC- R613,2) 4 �-IN MIN. MAX. RISER - 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, -B (FBC-N1101.A) - N o MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE = 36" JUNCTURE BETWEEN EXTERIOR PLASTER E "FA FD WITH A `EAlANT W MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE RISE 7 3/4" MINIMUM TREAD 9" SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) FLIGHT OF STAIRS � FINISHED FLOOR FOR WINDOWS SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, MIN. STAIR WIDTH = 3'-0" �, [ CLOTHES DRYER VENT (FBC-M1502) MIN. CLEAR STAIR WIDTH = 31 1 /2" 3) FIXED GLASS REQUIREMENTS (FBC--R613.2) c" U r FOR WINDER STAIRS (EXCLUDES 7/8" CEMENTIT100S FINISH FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" (In WASHER OPT_ MIN. WINDER TREAD MEASURED _ 10 v ✓ _� f1 V.. _ 12" FROM INSIDE EDGE �IiJISHE6t F E3E1$ -� UPPERS - - �I MIN. WINDER READ MEASURED 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING --- ILi� ..J V/ AT ANY POINT (FBC'-8613 8) --- 9 -12 TILE 4' --� ----C Ln 21 F44' C) . C. MTfRROR 4'-8" 3'-12„ 5'-42„ BEDROOM 2 CARPET I W55 I SIN I I un EGRESS EGRESS W57 W57 RUOF BELOW 3'-6" - 6'-10" 4'-9" 13'-10„ 2'-42" AND SEAL & SIRUCTURALLY SUPPORT ALL FINISHED RAILING WITH PICKETS SPACFD MAXIMUM 4" BETWEEN PICKETS. MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 1588 SF c - X8613.8.1 �.XT � ^FOIR' MA RY-R15UGH 0 ENTN�SIZE 423 SF �IO�Q� cD � �E-1z^ DIGHT. TYPE II RAILS FBC: 8311.5.6.3 FOR GRIP 5) (FBC-R613.8.2) W OPT. TUB & OPT. DOOR._ FROM GARAGE TO HOUSE SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR -j SURFACE OF THE EXTERIOR WALL FINISH OR WATER - - - C'2 W � -BASE ABINETHAND A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" 7 RAIL_- FBC R311.5.6-& R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WI III TO BE EQUIPPED WITH SELF CLOSING DEVICE WALL:> ONTO ATTIC: O MIN, MAX. STAIR HANDRAIL HEIGHT STAIR HANDRAIL HEIGHT 34" = 38" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR --BACKING (FBC-N1102ABC- .j MIN. INTERIOR GUARD HEIGHT = 36" AAM A CLASS 800 OR 812. RECOMMEND SIKA 201. AND -B (FBC-N1101.A) o MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER E "FA FD WITH A `EAlANT W I 2'-42" X AND SEAL & SIRUCTURALLY SUPPORT ALL FINISHED RAILING WITH PICKETS SPACFD MAXIMUM 4" BETWEEN PICKETS. FENESTRATION PRODUCTS TO B S_ L . COMPLYING WITH FBC20�07 Q , Cit 926 SF TOTAL A/C AREA 1588 SF JOINTS IN ORDER TO BE GAS AND FUME HANDRAILS TO MEET REQUIREMENTS FOR X8613.8.1 �.XT � ^FOIR' MA RY-R15UGH 0 ENTN�SIZE 423 SF �IO�Q� cD � �E-1z^ DIGHT. TYPE II RAILS FBC: 8311.5.6.3 FOR GRIP 5) (FBC-R613.8.2) W , W DOOR._ FROM GARAGE TO HOUSE SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR -j DWG.No. - - - C'2 W � DOOR AND FRAME TO BE GAS PROOFED. DOOR R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SCALE AS NOTED _ - TO BE EQUIPPED WITH SELF CLOSING DEVICE WALL:> ONTO ATTIC: IN WIDTH r 1N 8 O --BACKING (FBC-N1102ABC- 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS` ,METHOD PRECAST CONCRETE STEP OR WOOD STEP SEPARATE -B (FBC-N1101.A) o 11 (WHERE NOT EXPOSED TO WEATHER) MAX. WALLS WHICH CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL W I RISE 7 3/4" MINIMUM TREAD 9" SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBC-N1101.1.2.2) � � -- SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS W �, [ CLOTHES DRYER VENT (FBC-M1502) SKYLIGHT, RAISED COFFERED CEILING EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1�100A. = c" U r DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTIT100S FINISH WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN 1 E ENERGY PROGRAM. , 0 Q J� dc CEILING GARAGE AND_LIy11NSz ENERGY GAUGE USA/FLA/RES _ u OWALL -BETWEEN SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0. DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N111.3.A.1&2) 2.5', & 90' BEND = 5' 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 3: L j _ 13 ATTIC ACCESS (_FBC-R1001 AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION ATTIC ACCESS HATCH 22"x30" WITH WEATHER FLOORS w/ CONDITIONED SPACE ABOVE. TAPE 0 __J X AND SEAL & SIRUCTURALLY SUPPORT ALL CC)IMENSION & AREA NOTES 662 SF Q , Cit 926 SF TOTAL A/C AREA 1588 SF JOINTS IN ORDER TO BE GAS AND FUME L�3� 13 SF GARAGE AERA 423 SF �IO�Q� cD � �E-1z^ DIGHT. -- FOR C.M.U. WALLS, ALL DIMENSIONS � ZE E- AWE-+ W DOOR._ FROM GARAGE TO HOUSE ARL MEAS//RFD FROM FACE- OF CHECKEDTJF DWG.No. - - - C'2 W � DOOR AND FRAME TO BE GAS PROOFED. DOOR � U SCALE AS NOTED X AND SEAL & SIRUCTURALLY SUPPORT ALL CC)IMENSION & AREA NOTES 662 SF SECOND FLOOR AREA 926 SF TOTAL A/C AREA 1588 SF JOINTS IN ORDER TO BE GAS AND FUME L�3� 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF DIGHT. -- FOR C.M.U. WALLS, ALL DIMENSIONS DESIGN DRAWN DOOR._ FROM GARAGE TO HOUSE ARL MEAS//RFD FROM FACE- OF CHECKEDTJF DWG.No. - - - - DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRL TE MASONRY UNIT. (EXCLUDES SCALE AS NOTED -� - TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/' DRYWALL AND r 1N AND WEATHERSTRIPPING. FX TF. RIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMLNTITIOLIS FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR FXTFR/OR STUD WALL.5, ALL cn I RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARf MEASURED FROM � Q INSIDE FA CE OF S TUD TO 0 C I TSIDF [ CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SffEA THING. Z U 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTIT100S FINISH 0 Q 00 OR SIDING) _ ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTER1012 STUD WALI-S, ALL 2.5', & 90' BEND = 5' DIMFNSIONS ARE MEASURED FROM FACE OF STUD TO FAC_ OF STUD. c 3: L j _ 13 ATTIC ACCESS (_FBC-R1001 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE 0 __J STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. 70" VERT HEIGHT ALLOW 30" HEADROOM IN MEASURE/) TO EXTERIOR SURFACL' OF LpJ O N T n w T n n p p� T T CFME N I CTIOLJS (P FINISH, TI SONR Y VENEER, \\� Yp ATTIC AT HATCH LOCATION. (R-30) RIGID 0 \\�I INSULATION BACKING. OR SIDING (PFR ELEVATION) AS OUTLINED = L'j 1/4" = 1'-0" 3'- 6 "�-„^ SIN 0 DRYWALL KNEEWALL cv ���KITCHEN FLUSH BREAKFAST BAR SECTION IN AMFRICAN NA 71ONAL STANDARDS 0 INS TI TL/ TF INC. (ANSI Z755-200-5) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 926 SF TOTAL A/C AREA 1588 SF COVERED PORCH AREA L�3� 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF U --4, LTJ J a, < 0 a- :2 __J (- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. - - - JOB No. 905/117 SCALE AS NOTED DATE 12/05/10 SHT OF 1.1A SCALE 2: 1 10" WIDTH 7" WID HI SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 6"WIDE x18 I'2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. 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) \'1" 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM \e� / C`A A/1/1 TI I rIAIIC`I I �T\/f1� SCALE 2: "I d d 10" WID11I 7" WIDTH SMOOTH I INISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT $-IDE ELEVATION 99 3/4" RECESS SCALE 2: 1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 3/4" RECE� SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS 99 A 99 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR INDER BLOCKS E LE C M E T E R SECTION AT METER NICHE 6:12 6:12 GUTTER DRAINED TO PORCH ROOF TOP OF PLATE TOP OF WINDOW 18" ROOF OVERHANG 0 IN. SECOND FLOOR TOP OF BLOCK TOP OE WINDOW W Q n Z I— n ry U w ■ u�NDIEEU E10 Ll T`. i ♦ W • L11_.L ll 1 1 1 1 1 12CQ Z Z � � d 0.- Z J J' ~— FIN. GROUND FLOOR ��� � �•'�r7� � Q � 111111 ..�� � FIN. GRADE %►,A��/1 �C p�e`° GLASS AREA ON FRONT ELEVATION 'A'= 30 SQ. FT. 1 FRONT ELEVA r 110 A 6:12 20 PLASTER HEADER TRIM W/ _ SMOOTH FINISH ABOVE -4 8 x51 1"x7" RAISED STUCCO 72"x96" PLASTER HEADER TRIM W/ PATIO '.. ".. DOOR SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) _•' 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' = 107.42 SQ. FT TOP OF PLATE TOP OF WINDOW to T co r -- 1"x6" RAISED STUCCO PLASTER SIL1_ W/ SMOOTH FINISH FFNJN • SSI;M119D EE R 6"WIDE x18 112" HIGH x 18 112'11 PROD. PTD. POLYURETHANF BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.1OI`TO0FOlKlNQ VOW ., 1/2" STUCCO PLASTER o FINISH (Ground FI. rYP.) o 5"x3" PREFORMED 00 STUCCO WATER TABLE (SEL DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR ]REAR ELEVATION "All 19 FIN. GRADE Q cn 00 ao Z < J' � Lbs 5 � LLJ = LbJ o U _j Li Q< O Q�UF— -- 02 Q CL :2 J DESIGN DRAWN QUAD RA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 08/10/10 SHT OF 1.2A (f) Z C~ .--I � W LLJ f— w� zE � ~ Ld LLJ Q;wh ppp ^^ u O�wro GO II d Q cn 00 ao Z < J' � Lbs 5 � LLJ = LbJ o U _j Li Q< O Q�UF— -- 02 Q CL :2 J DESIGN DRAWN QUAD RA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 08/10/10 SHT OF 1.2A 0 Z C~ .--I � W O zE � Q;wh w O�wro zo E E-+ o9Na O v Q cn 00 ao Z < J' � Lbs 5 � LLJ = LbJ o U _j Li Q< O Q�UF— -- 02 Q CL :2 J DESIGN DRAWN QUAD RA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 08/10/10 SHT OF 1.2A C 2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE TfID flP7 DI ATF (B) GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 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 SIFAIR SEC"ITION 9 99 BUILDING SEC"ITION W Q O 7' O F— a— U cn Li 'i Lu �t (i 0 cV Ld C:DZ O Q41 Z O b'. v�/ �y2 J .E O Q Zmow �� • N J O til 0 U p z C\2W cc 0 L d H Lj LTJ G S7 Q cn L Li 0 o0 � z< wo 1 L..J U �-<� J( -D O a— U Q cl, U a- :2 —1 DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905117 SCALE AS NUI ED DATE 08/10/10 3A■ SHT OF DOOR `SCHEDULE NOTES: WINDOW `-_SCHEDULE 2) REFER TO ELEVA IIONS TO DL FERMINE EXTERIOR DOOR STYLE & EXTENT 01 GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOOR'S ARF HOLLOW CORE PER BUILDFRS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 4 -6„ 5,-94„ 21 TILE TO BE CEMENI TILE BACKER BOARD PER FBC200/ 6 INTERIOR STAIR S -SITE BUILT FBC LQQZ R702.4.2 w ~WINDOW N0TF`.): 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. GENERAL NOTETf AT BASE) EQUALLY SPACED & ANCHORED CJ MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1) WINDOW `_i17F S BASED ON GENERAL ALUMINUM COMPANY OF 1LXAS, LP. 54"x30" PREP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH - OR 1970SH WITH 0 LOW -E GLASS OR EQUAL DOWN AS REQUIRED GLUED AND NAILED. �IW r-100KITCHEN MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE I CD 3) COMMODITY WINDOWS C0 BE SLRIES 1550SH OR 1570S[1 WI1H LOW -E w GLASS OR EQUAL J = 44" ABOVE FLOOR W I -S J FOR WINDOWS MORE THAN C-0° ADOVL FINISHED GRADE, 4) REFER 10 LLEVA (IONS FOR MUNTIN PATTERN AND HEAD HEIGHT. Al_L. DW i� MUNTIN PAL ILRNS 10 BL INSIDE WINDOW PANE. w z 6'-8" 14 n _ LL 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. R4 B LABEL YES FOR 1 HR RATED WALLS MIN. WINDER READ MEASURED = 6" CA) 2'-8" 8'- 0" 14 R4 _ T INSTAL[ APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE 0 0 OF THE EXTERIOR WALL FINISH OR WATER USURFACE 7 HAND RAIL - FBC R311.5.6 & R3121. RESISTIVE BARRIER. WINDOWS SHALI BE SEALED WITH � L � cin 6'-8" cn (-> 45 MIN. YES (7)_ CD Lv o « fY 1 4" 1 4" hIz_ � COMPLYING WITH FBC2007 R613.8.1 ADD TRANSOM / ELEVATION HANDRAILS TO MEET REQUIREMENTS FOR �L'J 3'-0" Z L <t w SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC m <L j <T u I- V) - - - m 8' 0' w 5 w ` w a. c� a_ z J . r _ (-) v C TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 9* < U Ca < �2A) <f 0 c7 J <s. LA_ I- t- 1= z = 7 3: C n W 1 8" MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHCC) = 0.85 0 3 x n_ LJ a- (3A) - 1 8" 0 0 z w _ AND GARAGE MIN, R-11 IN WALLS AND �4) 2'--4" 6'-8" 1 8" Co Co AND SEAT. & STRUCTURALLY SUPPORT ALL DIMENylC)N & AREA NOTE. INTERIOR DOOR 8' CLG. TYP. JOINTS IN ORDER TO BE GAS AND FUME �4A) W1/ 2050 SII FLAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 1 8" (W21) 1H4 SII BLOCK BLOCK SINGI F HUNG 26�" 508" 274" 508" 9.32 NO DIMENSIONS ARL MEASURED FROM C22) 1H5SH SINGLE HUNG 264' 63" 2/4" 634" 11.59 NO CW>�� 1H6 SH BLOCK FRAME SINGLE HUNG 26�" /2" 274" 72" 13.25 NO INTERIOR DOOR 8' CLG. TYP. (W25) 2438 SH SINGLL HUNG 28" 44" 284" 444" 8.56 NO STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. W26 (.- _) 2444 SII 2450 SI I 24 SH FRAME `SINGE F HUNG 28" 52" 284" 524" 10.11 NO IN AMERICAN NATIONAL STANDARDS FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 13.01 NO NO (W51) BLOCK SINGLE HUNG 37" 508" 374" 50g" LLJ (n2_5 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES (W53) 26 SH BLOCK SINGLE HUNG 37" 72" 374" 274" 72" 474" 18.50 YES NO �54) 2440 SH FRAME `.TINGLE HUNG 27" 47" 08.81 (W55) 3040 SH FRAML SINGLE HUNG 36" 48" 364" 484" 12.00 NO C�W5/ 3U5U SH FRAME SINGLL SINGLE FILING HUNG 36" 60" 364" 6U 4" 15.00 YES WSH C_) 3060 SH 36" 72" 364" 724" 18.00 YE_S W`J1 48x50 SH BLOCK SINGLE HUNG 48" -- 508" -- 484" 508" 16.88 NO (492) 48x6.3 Sl i BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES (W93) 48x72 SILL BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES W95 ( .) 4040 SH FRAME `_TINGLE HUNG 48 48" 484" 484" 16.00 NO W91 4050 SII FRAME T71 SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPCCIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR `SCHEDULE NOTES: 1) RLI LR TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVA IIONS TO DL FERMINE EXTERIOR DOOR STYLE & EXTENT 01 GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOOR'S ARF HOLLOW CORE PER BUILDFRS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 4 -6„ 5,-94„ 21 TILE TO BE CEMENI TILE BACKER BOARD PER FBC200/ 6 INTERIOR STAIR S -SITE BUILT FBC LQQZ R702.4.2 w ~WINDOW 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. GENERAL NOTETf AT BASE) EQUALLY SPACED & ANCHORED CJ MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FRC -R310) DINING 54"x30" PREP. w IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED CARPET ISLAND - WINDOW = 5.0 Sq, Ft 0 N DOWN AS REQUIRED GLUED AND NAILED. �IW r-100KITCHEN MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE I CD OPENING = 24" _ W m MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE o IS 1 L O w Cn o 1 C T TILE J = 44" ABOVE FLOOR W I -S J FOR WINDOWS MORE THAN C-0° ADOVL FINISHED GRADE, z <r EL C7 T ~ T < � U J -D W DW i� W _i 0 O ri 1 w z 6'-8" 14 n _ LL w cn o SD6- �1) 2'-8" R4 B LABEL YES FOR 1 HR RATED WALLS MIN. WINDER READ MEASURED = 6" CA) 2'-8" 8'- 0" 14 R4 MAX. WINDER DEPTH = 12" INSTAL[ APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE OF THE EXTERIOR WALL FINISH OR WATER USURFACE 7 HAND RAIL - FBC R311.5.6 & R3121. RESISTIVE BARRIER. WINDOWS SHALI BE SEALED WITH MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 6'-8" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND 6' 8" 1 4" 1 4" R4 MAXIMUM 4" BNIWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 ADD TRANSOM / ELEVATION HANDRAILS TO MEET REQUIREMENTS FOR �L'J 3'-0" 8'-0" R4 SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC TEMP GLASS FRENCH 18 LT w CF) 3 U' 8' 0' 1 4' R4 45 MIN. YES FOR 1 HR RATED WALLS J . 2) 2'-8" 6'-8" 1 TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 9* SHALL BE INSULATED WITH R-19 BATT INTERIOR DOOR 8' CEG. FYP. �2A) 2'-8" 8'-0" '1 8" EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. INTLRIOR DOOR 9' CLG. TYP. (3) 2' 6" 2'-6" 6'-8" 1 8" MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHCC) = 0.85 INTERIOR DOOR 8' CLG. TYP. PASS RATIO. (FBC-N1113.A.1&2) (3A) 8' --0" 1 8" U DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON INTERIOR DOOR 9' CLG. TYP. AND GARAGE MIN, R-11 IN WALLS AND �4) 2'--4" 6'-8" 1 8" Co Co AND SEAT. & STRUCTURALLY SUPPORT ALL DIMENylC)N & AREA NOTE. INTERIOR DOOR 8' CLG. TYP. JOINTS IN ORDER TO BE GAS AND FUME �4A) 2'-4" 8'-0" 1 g" DOOR FROM GAR AGE_IQ_NOUSE ARF MEASURED FROM f ACE Of- FDOOR INTERIOR DOOR 9' CLG. TYP. DOORAND FRAME TO BE GAS PROOFED, DOOR (5) 2'-0" 6'-8" 1 8" AND WEATHERSTRIPPING. EXTERIOR FlNI.SH FOR SIDING OR INTERIOR DOOR 8' CLG TYP, 5A) 2'-0" 8'- 0" 6'-8" (WHERE NOT EXPOSED TO WEATHER) MAX. INTERIOR DOOR 9' CLG. TYP. E--!l OW 1 8" 1 8" 1 8" DIMENSIONS ARL MEASURED FROM (6) 6A) 2'- 2" CLOTHES DRYER VENT (FBC-M1502) INTERIOR DOOR 8' CLO. TYP. 12 2'-2" 8'-0" 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OR SIDING) INTERIOR DOOR 9' CLG. TYP. ANY OPENING & EQUIPPED WITH BACK DRAFT �7) 1'-6" 6'-8" 1 8" 2.5', & 90' BEND = 5' DIMENSION.` ARE MEASURED FROM INTERIOR DOOR 8' CLG. TYP. (I A) 1'-6" 8'-0" 1 8" 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALC(.lI A TIONS ARE INTERIOR DOOR 9' CLG. TYP. STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EA'TERIOR SURFACE OF O Z X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMEN111/01_/S FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID 4'-11" 20'-0" PATIO 10'--0"x 10'-0" CONCRETE A C uWo 3 W53 1 .6080 PA 10 DOOR II urloo J CN Y 0 _ 7'-4- -- ---6 -1 --- 2 _316 16 JC' U - --1----- -1 till 313„ Q m I_ 2 1'-10" 1 w i -I U 1' 9 31 -. 1 � r wr cv cr J T 16 I N a _. <f U ELz Qz 1 GATHERING ROOM M CL 0 U >CARPET- w � .-IN � � 0 ow J a� �I- (L) o< EL~ I m<U m 8" DROPPED m p z m w o -D COFFERED CEILING TO o u r � D 7D Ln 1 COVER DROPPED STEP -T- 0 o CSS a �L.Li PROVIDE o � m 1 L - - -RAILING - - - - - __R 7- PE „X„ a o m Cn /----- I ru�N UNDER STAIRS I- - - - Q 16 F 41-14'- OZ„ 6'-3 1 71- 3 " LC FOYER N 6 7 1 1 1 1 CO TILE 17R I 1 STORACE •-1r.�1 _ _ - - Ln `n PROVIDE 45 - -- MINUTE FIRE RATED 52" DOOR w/ RATED - - - r� B JAMB, SILL AND 2 CLOSER "' 1 TILE I C� LRO E) i� HWT PROVIDE 1 LAYER 5/8" o �� R G H �- TYPE "X" EXTERIOR 1 (-)0'-4 " PROVIDE SHEADIING ON PORCH (- 0'- 4 PAN CEILING THIS UNIT- LINDER „ 1 „ HWT 11 13 3„ 2'-6 6'-6- 5'-6 16 2' 0" 8 2 2'-5" 16 ELECTRIC 8 PANEL LOC. SEE SHT E1.1 I 00 ELECTRIC A METER -- - 2 NICHE 0 �._--� _------- 9 G'ALSACE �G� 0 1 I N I 2-24 WID SHUTTERS 1 W/ SILL BELO 1 r,N I � I o I 2 I 1 16'0"x7'0" O.H. GARAGE DOOR 3 2 - LINE OF SYNTHETIC STONE WAINSCOT 1'-2" 16'-0" 10„ F1R'.`_`T FLOOR PLAN 1/4 99 = V-0 " SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 20'--0" 3'-91" SECOND FLOOR PLAN 1/41 _ 1,_0,5 2'-102„ 2'-- 0„ 41„ CBm-)HAL_LWAY STOP & DROP TYPICAL FOR ALL SHELVES & LEDGEa 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. CONSTRUC]1.ON NOTES (Unless Oth,nw_i.sp Noted UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND IO 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 15 GE HOOD VENTED TO EXTERIOR AND RAN JURISDICTION OVER CONSTRUCTION OF THESE UNITS, THESE RANGE WITH BACK DRAFT DAMPER. sPEc:IFIGATtpNS REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING �y---"-"'`-""v'-1'�.� APPIINCF. SHALL_ COMPLY WITH 1JL923 'f FRAME WAIL -CONSTRUCTION (2x4) OCCE�I E(yTIIIOUS FINISH � �E�F1.,44R AND FLOOR TRUSSES FINISHED TEXTURED COATING PER BUILDERS 16 3/4" T&G SUB -FLOOR ON PRE- ENGINEERED SPECIFICATION OVER OAT[7/8" THICK BUILD 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMFNTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE D F STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACINGACCORDANCE WITH TPI/WTCA BCRL (1/4')) PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 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 BLO0K CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAD UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720,1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL, 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 '1 /2" P. T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING @ 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2. HOUR SHAFT LINER SYSTEM PARfY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BC 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDF OF ROOF SHEATHING. SHAF1 LINER ASSEMBLY PER UL UINTERIOR STUD PARTITlOr1 U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 @ 16" U.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION_ 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 © 24" G.C. PRE-ENGINEERED ROOF 1RUSSES BY TRUSS MANUFACTURER AT 24 O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE <4> PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (F8C-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMEN IS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WI1H OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC 316" 9,-18" rAlcz C T 1 316„ 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 4 -6„ 5,-94„ 21 TILE TO BE CEMENI TILE BACKER BOARD PER FBC200/ 6 INTERIOR STAIR S -SITE BUILT FBC LQQZ R702.4.2 R311.5 ~WINDOW 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. GENERAL NOTETf AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FRC -R310) DINING 54"x30" PREP. 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED CARPET ISLAND - WINDOW = 5.0 Sq, Ft 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED N DOWN AS REQUIRED GLUED AND NAILED. �IW r-100KITCHEN MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE I I OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE o IS 1 OPENING = 20" MIN. TREAD = 9" 1 C T TILE MAX. NOSING - 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10° 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613 2) I I FOR WINDOWS MORE THAN C-0° ADOVL FINISHED GRADE, MIN.HEADROOM = 6'-8" I 1 1 PN IR DW i� SD6 MIN. STAIRWIDTH = 3'_0° 1 --J 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS I FSS THAN 24" SD6- MIN. WINDER TREAD MEASURED= 10" __ RAISED SNA( K BAR 12" FROM INSIDE EDGE - IN MIN. WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) MAX. WINDER DEPTH = 12" J CN Y 0 _ 7'-4- -- ---6 -1 --- 2 _316 16 JC' U - --1----- -1 till 313„ Q m I_ 2 1'-10" 1 w i -I U 1' 9 31 -. 1 � r wr cv cr J T 16 I N a _. <f U ELz Qz 1 GATHERING ROOM M CL 0 U >CARPET- w � .-IN � � 0 ow J a� �I- (L) o< EL~ I m<U m 8" DROPPED m p z m w o -D COFFERED CEILING TO o u r � D 7D Ln 1 COVER DROPPED STEP -T- 0 o CSS a �L.Li PROVIDE o � m 1 L - - -RAILING - - - - - __R 7- PE „X„ a o m Cn /----- I ru�N UNDER STAIRS I- - - - Q 16 F 41-14'- OZ„ 6'-3 1 71- 3 " LC FOYER N 6 7 1 1 1 1 CO TILE 17R I 1 STORACE •-1r.�1 _ _ - - Ln `n PROVIDE 45 - -- MINUTE FIRE RATED 52" DOOR w/ RATED - - - r� B JAMB, SILL AND 2 CLOSER "' 1 TILE I C� LRO E) i� HWT PROVIDE 1 LAYER 5/8" o �� R G H �- TYPE "X" EXTERIOR 1 (-)0'-4 " PROVIDE SHEADIING ON PORCH (- 0'- 4 PAN CEILING THIS UNIT- LINDER „ 1 „ HWT 11 13 3„ 2'-6 6'-6- 5'-6 16 2' 0" 8 2 2'-5" 16 ELECTRIC 8 PANEL LOC. SEE SHT E1.1 I 00 ELECTRIC A METER -- - 2 NICHE 0 �._--� _------- 9 G'ALSACE �G� 0 1 I N I 2-24 WID SHUTTERS 1 W/ SILL BELO 1 r,N I � I o I 2 I 1 16'0"x7'0" O.H. GARAGE DOOR 3 2 - LINE OF SYNTHETIC STONE WAINSCOT 1'-2" 16'-0" 10„ F1R'.`_`T FLOOR PLAN 1/4 99 = V-0 " SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 20'--0" 3'-91" SECOND FLOOR PLAN 1/41 _ 1,_0,5 2'-102„ 2'-- 0„ 41„ CBm-)HAL_LWAY STOP & DROP TYPICAL FOR ALL SHELVES & LEDGEa 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. CONSTRUC]1.ON NOTES (Unless Oth,nw_i.sp Noted UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND IO 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 15 GE HOOD VENTED TO EXTERIOR AND RAN JURISDICTION OVER CONSTRUCTION OF THESE UNITS, THESE RANGE WITH BACK DRAFT DAMPER. sPEc:IFIGATtpNS REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING �y---"-"'`-""v'-1'�.� APPIINCF. SHALL_ COMPLY WITH 1JL923 'f FRAME WAIL -CONSTRUCTION (2x4) OCCE�I E(yTIIIOUS FINISH � �E�F1.,44R AND FLOOR TRUSSES FINISHED TEXTURED COATING PER BUILDERS 16 3/4" T&G SUB -FLOOR ON PRE- ENGINEERED SPECIFICATION OVER OAT[7/8" THICK BUILD 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMFNTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE D F STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACINGACCORDANCE WITH TPI/WTCA BCRL (1/4')) PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 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 BLO0K CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAD UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720,1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL, 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 '1 /2" P. T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING @ 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2. HOUR SHAFT LINER SYSTEM PARfY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BC 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDF OF ROOF SHEATHING. SHAF1 LINER ASSEMBLY PER UL UINTERIOR STUD PARTITlOr1 U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 @ 16" U.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION_ 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 © 24" G.C. PRE-ENGINEERED ROOF 1RUSSES BY TRUSS MANUFACTURER AT 24 O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE <4> PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (F8C-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMEN IS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WI1H OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE�((�UW:�FDB�CA_tA.QLAT1.QNly_„_� PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENI TILE BACKER BOARD PER FBC200/ 6 INTERIOR STAIR S -SITE BUILT FBC LQQZ R702.4.2 R311.5 ~WINDOW 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. GENERAL NOTETf AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FRC -R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq, Ft 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 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 C-0° ADOVL FINISHED GRADE, MIN.HEADROOM = 6'-8" THE IOWEST PART OF THE CLEAR OPENING' TO THE MAX. VERTICAL FiISEFOR =� 12'-0" R WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FI-OOR FOR WINDOWS MIN. STAIRWIDTH = 3'_0° MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS I FSS THAN 24" MIN. WINDER TREAD MEASURED= 10" -F�NISHE- �-_ "/ 12" FROM INSIDE EDGE / MIN. WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-R613.8) MAX. WINDER DEPTH = 12" INSTAL[ APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE OF THE EXTERIOR WALL FINISH OR WATER USURFACE 7 HAND RAIL - FBC R311.5.6 & R3121. RESISTIVE BARRIER. WINDOWS SHALI BE SEALED WITH MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 12.81 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812, RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MAXIMUM 4" BNIWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR /f`� FOf" MASi1RY F�IJGH UPEI�TN SILE, J TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) M�T$t-ERAN�E (FBC-R613.8.2) SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR w R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH < 8> WALLS BACKING ONTO ATTIC 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS J . (FBC-N1102.ABCT,2) METHOD -B (FBC-N11U1.A) Q=Cx2Q zCAa' o � WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL 9* SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULAIION. INCLUDES VAULTED CEILING, INSTAI_LFD WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OWALL SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHCC) = 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 U DRYWALL ON WALL BETWEEN LIVING SPACE NERC 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 L) Co Co AND SEAT. & STRUCTURALLY SUPPORT ALL DIMENylC)N & AREA NOTE. 0,1 'S U) W JOINTS IN ORDER TO BE GAS AND FUME TIGHT. - F -OR C.M.U. WALLS, ALL DIMENSIONS DOOR FROM GAR AGE_IQ_NOUSE ARF MEASURED FROM f ACE Of- FDOOR DOORAND FRAME TO BE GAS PROOFED, DOOR CONCRETE MASONRY UNIT. (EXCLUDES U1 WILL TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FlNI.SH FOR SIDING OR J PRECAST CONCRETE STEP OR WOOD STEP CEMFNT/TIOL/S FINISH. O11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXILRIOR _STUD WALLS, ALL E--!l OW RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARL MEASURED FROM INSIDE FACE OF SRJD TO OUTSIDF CLOTHES DRYER VENT (FBC-M1502) FACE- OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 7118" CEMENTITIOL/S ElNl.5H 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OR SIDING) ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND =- - EOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSION.` ARE MEASURED FROM FACE OF y'TLID TO FACE OF STUD. AF]L ACCESS (FBC-RlOol) 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALC(.lI A TIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EA'TERIOR SURFACE OF O Z X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMEN111/01_/S FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID OR (PER ELLVATION) AS OUTLINED INSULATION BACKING. .SID/NG IN AMERICAN NATIONAL STANDARDS W Q W J INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANS FIRST FLOOR AREA SECOND FLOOR AREA TOTAL A/C AREA COVERED PORCH AREA GARAGE AERA TOTAL AREA UNDER ROOF ELEV. 'B' 676 SIF 907 SF 1583 SF 50 SF 3 373 SF 2006 SF F,<� (/7 W '' w N. �f�j� oe �r�)ii % C=) fl p: J . o H OC: Q o0 Q=Cx2Q zCAa' o � Z Opp 9* �'�"►�ii i iTi a���e� a0 o _� i� C::) QzowCC U L) Co Co 0,1 'S U) W cc Qx O E: /U) U1 WILL W W E-+ Z J E--!l OW Li W 7p I LL L.L.I O Z o0 C W Q W J 0 LJ Lei O. _j U < 0 r ------ I LLJ �-- ry < ® CL -- CL :2 W 1- - DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 201 B SHT 0F 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE 4" THICK CMV 2"DIA. CONDUIT TO RUN THROUGH HOLLOW CORE OR CINDER BLOCKS "")ELECl/ METER SECTION ;1'f A16Tf:I: NICHE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT @ PARTY WALL PROVIDE CONTROL JOINT 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'- 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR 1 931393 1/4ff - if-®ff 20% 28" FIXED WINDOW 1"x6" RAISED STUCCO PLASTER FRIEZE -FRIM W SMOOTH FINISH (TYP) 36"x8'-0" FIRE RATED SOLID FRONT DOOR 6:12 6:12 (0. �\2 6:12 will 111 11111111111 GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SO. FT. 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE TOP OF PLATE TOP OF WINDOW SMOOIII FINISHED WINDOW SURROUND WITH ARCHED HLADFR (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK METAL RAILING TOP OF RAIL MAY BE NO HIGHER THAN WINDOW SILL FIN. SECOND FL00R PROVIDE CONTROL JOIN T TOP OF WINDOW 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOG fH FINISH 5"x3" PREFORMED STUCCO WATER TABLE ( SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND F100R FRONT ELEVATION 99 B 95 55 6:12 6 12 FIN. GRADE TOP OF PLATE TOP OF WINDOW I �r 0 co a rt Z F— n U cn LiJ 1'-8"®® 2' 0„ 0 _ __---- 36" HIGH BLACK 10" �` CHANGE IN WALL METAL RAILING (�(] „ ... 7„ 7 DIRECTION - - ;EQ. EQ. 7., EQ. EQ. EQ. EQ. 20 .., _ -.- OPT. HANGING I' . FIN. SECOND FI-OOR �l<v - COACH LIGHT 5:12 cv - — PROVIDE CONTROL JOINT ^ .. • : pa .... .. - - PORCH ROOF GUTTER � - - ---- . c „ 4 4 ..�.�.._ .. ...'..•.. Q. .. :�-�-.. DRAINED TO STORMTOP OF WINDOW — cn . --- - - _ -- 4„ WATER PIPE Z '� n w cn.:..:.:.. _.__. -Cl� " •0 1 "x10" SMOTH FINISHED Li ,�; WINDOW HEADER QLLJ ¢ > T ',• ..... 2-24„x6O” PREFORMED °' L.L] w STUCCO PANEL SHUTTERS ��, EE DIET _ O �.. �. 1 /2" STUCCO VARIES VARIES VARIES --—� _ . •. ..... •.. .. � CASTER FINISH U � J � 3' 1'-6" 11„ 3„ (Ground FI.INTYP.) -14 44 - �_ -- - _ ___.._ _ ._.___ , _ Lv 3„ 7„ - „4' SCALL 2: 1 .1 3„ 7„ 3„4„ SCALE 2:1 �„ 7' 3,,4” SCALE 2>:1 L1 C7R1C �1 fL 3/4' RECESS STT ,�� STT �,� tet—- PRECAST STUCK -0N — Lt�_ - STONE VENEER ® Q U I— N N T N N FIN. GROUND FLOOR 0 n SCALL 2:1 v N 'HF .. CI - 1O" WIDTH WIDTH IC .- _ .. / 10WIDTH 7" WIDTH 10" WIDTH 7" WI fH . 16 x63 PRLFORMED S I UCC,O SMOOTH FINISHED WINDOW AND DOOR SMOOTH FINISHED WINDOW SURROUND DETAIL — _ __ ___ _....... ...... _-.------------------ 16%6 _.____ ______ _SMOOTH FINISHED WINDOW AND DOOR FIN. GRADE a� PANEL SHUTTERS SURROUND DETAIL WITH ARCHED HEADER SURROUND DETAIL. WITH FLAT HEADER WITH ARCHED HEADER GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. DESIGN DRAWN (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) A A AT TJF CHECKED TJF DWG.No. ENTRY GARACTLEV IE IE JOB No. 905/117 --/1.17 E-_-._— SCALE AS NOTED __. 1 /4 ff _ 1'- O DATE -----06/22/1 1 2.2B SHT OF � � O is Qz� � V V) �z w I cc CD C"tl Z W p Z u .Ny o cl zE-- �!� 1L to ��. • s ..,�,�•.•• R�(i � p QLL- 0 O LTJ Lij L1J I 1'-8"®® 2' 0„ 0 _ __---- 36" HIGH BLACK 10" �` CHANGE IN WALL METAL RAILING (�(] „ ... 7„ 7 DIRECTION - - ;EQ. EQ. 7., EQ. EQ. EQ. EQ. 20 .., _ -.- OPT. HANGING I' . FIN. SECOND FI-OOR �l<v - COACH LIGHT 5:12 cv - — PROVIDE CONTROL JOINT ^ .. • : pa .... .. - - PORCH ROOF GUTTER � - - ---- . c „ 4 4 ..�.�.._ .. ...'..•.. Q. .. :�-�-.. DRAINED TO STORMTOP OF WINDOW — cn . --- - - _ -- 4„ WATER PIPE Z '� n w cn.:..:.:.. _.__. -Cl� " •0 1 "x10" SMOTH FINISHED Li ,�; WINDOW HEADER QLLJ ¢ > T ',• ..... 2-24„x6O” PREFORMED °' L.L] w STUCCO PANEL SHUTTERS ��, EE DIET _ O �.. �. 1 /2" STUCCO VARIES VARIES VARIES --—� _ . •. ..... •.. .. � CASTER FINISH U � J � 3' 1'-6" 11„ 3„ (Ground FI.INTYP.) -14 44 - �_ -- - _ ___.._ _ ._.___ , _ Lv 3„ 7„ - „4' SCALL 2: 1 .1 3„ 7„ 3„4„ SCALE 2:1 �„ 7' 3,,4” SCALE 2>:1 L1 C7R1C �1 fL 3/4' RECESS STT ,�� STT �,� tet—- PRECAST STUCK -0N — Lt�_ - STONE VENEER ® Q U I— N N T N N FIN. GROUND FLOOR 0 n SCALL 2:1 v N 'HF .. CI - 1O" WIDTH WIDTH IC .- _ .. / 10WIDTH 7" WIDTH 10" WIDTH 7" WI fH . 16 x63 PRLFORMED S I UCC,O SMOOTH FINISHED WINDOW AND DOOR SMOOTH FINISHED WINDOW SURROUND DETAIL — _ __ ___ _....... ...... _-.------------------ 16%6 _.____ ______ _SMOOTH FINISHED WINDOW AND DOOR FIN. GRADE a� PANEL SHUTTERS SURROUND DETAIL WITH ARCHED HEADER SURROUND DETAIL. WITH FLAT HEADER WITH ARCHED HEADER GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. DESIGN DRAWN (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) A A AT TJF CHECKED TJF DWG.No. ENTRY GARACTLEV IE IE JOB No. 905/117 --/1.17 E-_-._— SCALE AS NOTED __. 1 /4 ff _ 1'- O DATE -----06/22/1 1 2.2B SHT OF � � O Qz� � V V) �z w I cc E-, u W o cl zE-- �!� v 4. ZO 0 O LTJ Lij L1J I Q U U, D L d 1'-8"®® 2' 0„ 0 _ __---- 36" HIGH BLACK 10" �` CHANGE IN WALL METAL RAILING (�(] „ ... 7„ 7 DIRECTION - - ;EQ. EQ. 7., EQ. EQ. EQ. EQ. 20 .., _ -.- OPT. HANGING I' . FIN. SECOND FI-OOR �l<v - COACH LIGHT 5:12 cv - — PROVIDE CONTROL JOINT ^ .. • : pa .... .. - - PORCH ROOF GUTTER � - - ---- . c „ 4 4 ..�.�.._ .. ...'..•.. Q. .. :�-�-.. DRAINED TO STORMTOP OF WINDOW — cn . --- - - _ -- 4„ WATER PIPE Z '� n w cn.:..:.:.. _.__. -Cl� " •0 1 "x10" SMOTH FINISHED Li ,�; WINDOW HEADER QLLJ ¢ > T ',• ..... 2-24„x6O” PREFORMED °' L.L] w STUCCO PANEL SHUTTERS ��, EE DIET _ O �.. �. 1 /2" STUCCO VARIES VARIES VARIES --—� _ . •. ..... •.. .. � CASTER FINISH U � J � 3' 1'-6" 11„ 3„ (Ground FI.INTYP.) -14 44 - �_ -- - _ ___.._ _ ._.___ , _ Lv 3„ 7„ - „4' SCALL 2: 1 .1 3„ 7„ 3„4„ SCALE 2:1 �„ 7' 3,,4” SCALE 2>:1 L1 C7R1C �1 fL 3/4' RECESS STT ,�� STT �,� tet—- PRECAST STUCK -0N — Lt�_ - STONE VENEER ® Q U I— N N T N N FIN. GROUND FLOOR 0 n SCALL 2:1 v N 'HF .. CI - 1O" WIDTH WIDTH IC .- _ .. / 10WIDTH 7" WIDTH 10" WIDTH 7" WI fH . 16 x63 PRLFORMED S I UCC,O SMOOTH FINISHED WINDOW AND DOOR SMOOTH FINISHED WINDOW SURROUND DETAIL — _ __ ___ _....... ...... _-.------------------ 16%6 _.____ ______ _SMOOTH FINISHED WINDOW AND DOOR FIN. GRADE a� PANEL SHUTTERS SURROUND DETAIL WITH ARCHED HEADER SURROUND DETAIL. WITH FLAT HEADER WITH ARCHED HEADER GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. DESIGN DRAWN (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) A A AT TJF CHECKED TJF DWG.No. ENTRY GARACTLEV IE IE JOB No. 905/117 --/1.17 E-_-._— SCALE AS NOTED __. 1 /4 ff _ 1'- O DATE -----06/22/1 1 2.2B SHT OF � � O Qz� � �- �z w I cc E-, o o cl zE-- �!� 4. ZO 0 O � Q U 1'-8"®® 2' 0„ 0 _ __---- 36" HIGH BLACK 10" �` CHANGE IN WALL METAL RAILING (�(] „ ... 7„ 7 DIRECTION - - ;EQ. EQ. 7., EQ. EQ. EQ. EQ. 20 .., _ -.- OPT. HANGING I' . FIN. SECOND FI-OOR �l<v - COACH LIGHT 5:12 cv - — PROVIDE CONTROL JOINT ^ .. • : pa .... .. - - PORCH ROOF GUTTER � - - ---- . c „ 4 4 ..�.�.._ .. ...'..•.. Q. .. :�-�-.. DRAINED TO STORMTOP OF WINDOW — cn . --- - - _ -- 4„ WATER PIPE Z '� n w cn.:..:.:.. _.__. -Cl� " •0 1 "x10" SMOTH FINISHED Li ,�; WINDOW HEADER QLLJ ¢ > T ',• ..... 2-24„x6O” PREFORMED °' L.L] w STUCCO PANEL SHUTTERS ��, EE DIET _ O �.. �. 1 /2" STUCCO VARIES VARIES VARIES --—� _ . •. ..... •.. .. � CASTER FINISH U � J � 3' 1'-6" 11„ 3„ (Ground FI.INTYP.) -14 44 - �_ -- - _ ___.._ _ ._.___ , _ Lv 3„ 7„ - „4' SCALL 2: 1 .1 3„ 7„ 3„4„ SCALE 2:1 �„ 7' 3,,4” SCALE 2>:1 L1 C7R1C �1 fL 3/4' RECESS STT ,�� STT �,� tet—- PRECAST STUCK -0N — Lt�_ - STONE VENEER ® Q U I— N N T N N FIN. GROUND FLOOR 0 n SCALL 2:1 v N 'HF .. CI - 1O" WIDTH WIDTH IC .- _ .. / 10WIDTH 7" WIDTH 10" WIDTH 7" WI fH . 16 x63 PRLFORMED S I UCC,O SMOOTH FINISHED WINDOW AND DOOR SMOOTH FINISHED WINDOW SURROUND DETAIL — _ __ ___ _....... ...... _-.------------------ 16%6 _.____ ______ _SMOOTH FINISHED WINDOW AND DOOR FIN. GRADE a� PANEL SHUTTERS SURROUND DETAIL WITH ARCHED HEADER SURROUND DETAIL. WITH FLAT HEADER WITH ARCHED HEADER GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. DESIGN DRAWN (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) A A AT TJF CHECKED TJF DWG.No. ENTRY GARACTLEV IE IE JOB No. 905/117 --/1.17 E-_-._— SCALE AS NOTED __. 1 /4 ff _ 1'- O DATE -----06/22/1 1 2.2B SHT OF CROSS SEC 1- ON A-- A CUT THROUGH TPTH 04EA LOT 112 LOOK N C A -l- LOT 111 TPTH 03B ELEVA-1 ON 'B' � B?JILDING `�Eu"Tl0N AT PORU"H 19 0 to 0 m I 0 C 00 TOP OF PLAT TOP_^OF PLAT TOP OF WIND01 FIN. SECOND FL00 TOP OF WINDOW FIN, GROUND FLOOR SLA 03 FIN. GRAD U/S OF FOOTIN o� 7 00 TOP OF PLATE FIN. SECONDFLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 1 / RISERS (9 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 S T A I R S E T 10 N 1/4 LA BUILDING -7 1/4 99 V-0 99 w Z O_ I— CL U LA 0 i' � W � r Oil t �r d +,�••......�•�. W r N o Z A CQ 7 - CQ CQ Q lel k *f Q O: � Z J Z. � �.J� Q y i - r�r��, pIg0 .`� J o * C) o E"co U E— a cO oE- ;EQxoa wE W oW Q 7 Z = r. m� EL f1 I O Z o"o O Z I— 3: `' OJJ QJ O w = LJ < U w � �— r�' O n a- :2 J �-- DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 1 2-3B SHT OF WINDOW SCHEDUI_.E NOTES: 1) WINDOW S17FS BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH IOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITFI I.OW-F CLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS 10 BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. w Z TO HAVE Z S C O = 1 C.l) Y C ) T BUILDERS -• cv z )THERWISE ON FLOOR w O (1) 1 6'-8" ? J 1 _ (/) V) 2'-8" 8'-0" �n 0 0 o 0 w cs) C R4 s F U CC� W 6'-8„ 1 4„ R4 10'-0" MAX. HEIGHT (SEE STRUCTURAL z 7 8'-0" 1 4" 1 4" LI OVIDE < <U) (_) 8'-0" R4 w WZ 7F w w w z �_ r -1 r L O w O z N (Dch O O 6'-8„ 1 3„ Z -''- c) �) C, U O w � _ _ 6'-8„ V) a Z z - 1 n a- Z 1 3" Z � O 1 3" 1L; C = LJ (5� O > > 60" O (r (E5) 6' -8„ 1 ((W1720,50 SII FRAME SINGI F HUNG 24" 244" 604" 10.00 NO ROOF CONSTRU,Q1- �W21) 1114 SII BLOCK SINGLE HUNG 264" 505" 274" 505" 9.32 NO ADD TRANSOM / ELEVATION I H`_�SH 1H6 SH BLOCK SINGLE HUNG; 26�' 63" 274" 634" 11.59 NO FLOORS BETWEEN CONDITIONED AND W23 (__) BLOCK SINGLE HUNG 26�" 72" 274" 72" 13.25 NO DOOR 9' W15 C) 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO INTERIOR IN rERIOR (W2� "284" 524" 2444 SH FRAME F RAVE SINGLE HUNG 28" 52" 10.11 NO TYP. CW2%) 2450 SIT ;:JINGLE HUNG 28" 60" 284" 604" 11.67 NO DOOR 9' BLOCK (W5) 24 SH SINGLE HUNG 37" 505" 374" 505" 13.01 NO INTERIOR INTERIOR SINGLE HUNG CW52 25 SH BLOCK 37" 63" 374" 63" 16.19 YES TYP, (WW 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES (WS) 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH FRAME FRAME SINGLE HUNG SINGLE HUNG 36" 48" .364 364 484" 604" 12.00 NO W5/ 3050 SII 36" 60 15.00 YES FRAME W5P) .5060 SH SINGLE HUNG 36" 72" -- 364 124 18.00 YES W91 (.. 48x50 SH BLOCK SINGLE HUNG 48" 505" 484" 505 16.88 NO BLOCK 48x63 SH SINGLE HUNG 48" 63" 484" 63" 21.00 YES CW9_) 48x/2 `�;H BLOCK SINGI E HUNG 48" 72" 484" 72" 24.00 YES W 5 C� 4040 SI1 FRAME SINGLE HUNG 48" 48" d84" 484" 16.00 NO (W9/� 4050 SH FRAME SINGLE HUNG 4;T60 484" 604" 20.00 YES SPECIAL I'Y WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) D 0- 01 NOTES: 1) REFER TO BUII DLRS> DOOR M/ 2) REFER TO ELEVATIONS 10 DE EXTENT 01- GLAZING 3) ALL DOORS ACCESSING ATTIC 4) ALI INTERIOR DOORS ARE HC SPECIFICATIONS UNLESS NOTED DOOR, LOUVERED DOOR OR OTHI >C) J w I 4" 1 1 Q � 7 TERMINE EXTERIOR J 11"-5" - w Z TO HAVE Z S C O = 1 C.l) Y C ) J BUILDERS cj� ch: cv z )THERWISE ON FLOOR cn z AS FRENCH (1) 2' 8" 6'-8" 14 R4 _ �A) 2'-8" 8'-0" 1 4"' R4 - - - - �BB] 3'-0" 61- 8" 1 4" R4 s F U CC� 3, .0„ 6'-8„ 1 4„ R4 10'-0" MAX. HEIGHT (SEE STRUCTURAL z 3'--0" 8'-0" 1 4" 1 4" R4 OVIDE 0" 8'-0" R4 RATING OF 1 HOUR WHERE LIMITING DISTANCE PAN 2'-8„ 6'--,9" 1 3„ c� HOUR MASONRY PARTY WALL (2 A) 2'-8" 8'- 0" 1 3" z N 6' 10�„ 2' 6„ 2,-6„ 6'-8„ 1 3„ Cl O -- - (3� 8'- 0„ 1 3„ < J U (4..) 2, 4„ 6'-8„ 1 3„ STRAPPING AT 24" O.C. T -NAILED INTO � Q (4%) 2'-4" 8' 0" 1 3" L.LJ C5) 2'--0" 1 3" PANEL ELECTRIC SECOND FLOOR PARTY WALL TO BE 2 HR 6'-8" LJ (5� 2, 0„ 2'-2" 8,-0„ 1 3„ LL u (E5) 6' -8„ 1 16 B LABEL (6 A) 2'-2" 8'-0" 1 g 06/22/11 PROVIDE 2x4 SPF#2 BOTTOM PLATE & A ROOF CONSTRU,Q1- ELECTRIC ROOF COVERING AS SPECIFIED INSTALLED PER 45 MIN. YES FOR 1 HR RATED WALLS GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED CHEDUL- NY. U � I 4" 1 1 Q - ,NUFACTURER FOR SPECIFIC DETAILS 5,-32„ 1 TERMINE EXTERIOR DOOR STYLE 11"-5" PTD. PINE '16 TO HAVE WEATHER STRIPPING PTD. GATHERING ROOM I.I OW CORE PER BUILDERS cj� ch: 0 CARPET 11„ )THERWISE ON FLOOR PLAN AS FRENCH a rn SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED :R -- - w _ m J1 MANUFACTURER. (SEE STRUCTURAL ENGINEERS > 1- Li SDE - - - - Q p Q TILE C� Q U O s F U w UNDERLAY UNDER RESILIENT AND WOOD �z o) nQ� m _ 10'-0" MAX. HEIGHT (SEE STRUCTURAL z w iw ly_ O J OVIDE U V) 6 n RATING OF 1 HOUR WHERE LIMITING DISTANCE PAN CD = Q IS LESS THAN 3' 0" YCONCRETE QL�iCK CONSTRUCTION - Z CEMENTITIOUS FINISH c� HOUR MASONRY PARTY WALL 13' 316 o� m GROUND FLOOR PARTY WALL FROM TOP OF 7' -p7„ z N 6' 10�„ 7 z 7) Cr w Cl O -- - �la� U O= N < J U VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED Q� O C1 CD S Q RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO � Q V7 00 e L.LJ L_ 1J INTERIOR DRYWALL FINISH, TOTAL R -VALUE PANEL ELECTRIC SECOND FLOOR PARTY WALL TO BE 2 HR (-)O'-4" LJ O LOC, SEE 7 < LL u Z SHTSTRICAL 78" PORCH 16 B LABEL YES FOR 1 HR RATED WALLS 06/22/11 PROVIDE 2x4 SPF#2 BOTTOM PLATE & A ROOF CONSTRU,Q1- ELECTRIC ROOF COVERING AS SPECIFIED INSTALLED PER 45 MIN. YES FOR 1 HR RATED WALLS GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. ADD TRANSOM / ELEVATION TEMP GLASS FRENCH 18 Lf 45 MIN. YES FOR 1 HR RATED WALLS FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION INTERIOR DOOR 8' CLG. TYP. HALF OF REQUIRED VENTILATION AT SAVE AND HALF INTERIOR DOOR 9' CLG. TYP. -REC�L ED` f. CA, I_AT -� INTERIOR DOOR 8' CLG. TYP. ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH INTERIOR IN rERIOR DOOR 9' DOOR 8' CLG. CLG. TYP. TYP. R702,4.2 INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CLG. TYP INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CLG. TYP. INTERIOR INTERIOR DOOR 9' DOOR 8' CLG, CLG. TYP. TYP. INTERIOR DOOR 9' CLG. TYP, c� I 00 20'--0" 5'-2" A 3A Wg\ inI XJ DINING ROOM TILE t) I f=-ICYJ r-ico Q C3) I N N I hl LnIca r 5'-616" 16" DROPPED BULKHEAD OVER TOILET PATIO 10'--0"x 8'-0" CONCRETE (_)0'_ 6080 PA 10 DOOR 1 I I 1 1 5'-6 -6 R 1 1 16 SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS Inioo r_I 42"x42" ISLAND- 1 1 1 Si I � KITCHEN I SD _ I I DW ---J 42" HIGH SNACK BAR WALK-IN PROVIDE 7\ \ PANTRY 5/8"TYPE "X" 3A i 14 DRYWALL UNDER STAIRS NY. U � I 4" 1 1 Q J J U 5,-32„ 1 3,-6 6„ m a X13" 11"-5" PTD. PINE '16 h F.A. 1 PTD. GATHERING ROOM F W N J v cj� ch: 0 C3) I N N I hl LnIca r 5'-616" 16" DROPPED BULKHEAD OVER TOILET PATIO 10'--0"x 8'-0" CONCRETE (_)0'_ 6080 PA 10 DOOR 1 I I 1 1 5'-6 -6 R 1 1 16 SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS Inioo r_I 42"x42" ISLAND- 1 1 1 Si I � KITCHEN I SD _ I I DW ---J 42" HIGH SNACK BAR WALK-IN PROVIDE 7\ \ PANTRY 5/8"TYPE "X" 3A i 14 DRYWALL UNDER STAIRS NY. U � - 4>, 4" 1 1 Q J J U 5,-32„ 1 3,-6 6„ m a X13" 11"-5" PTD. PINE '16 11 f6„ 11 1 PTD. GATHERING ROOM F W N J REQUIREMENTS ARE TO BE TAKEN AS MINIMUM cj� ch: 0 CARPET 11„ Q U O J Q m 15'-6 a rn SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED 16 -- - w _ m J1 MANUFACTURER. (SEE STRUCTURAL ENGINEERS > 1- oo� SDE - - - - Q p Q TILE LL Q U O s F U w UNDERLAY UNDER RESILIENT AND WOOD �z o) nQ� m _ 10'-0" MAX. HEIGHT (SEE STRUCTURAL z w D (.r_ w ly_ O J OVIDE U V) 6 mo cn1,06lJ RATING OF 1 HOUR WHERE LIMITING DISTANCE PAN CD = Q IS LESS THAN 3' 0" C3) I N N I hl LnIca r 5'-616" 16" DROPPED BULKHEAD OVER TOILET PATIO 10'--0"x 8'-0" CONCRETE (_)0'_ 6080 PA 10 DOOR 1 I I 1 1 5'-6 -6 R 1 1 16 SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS Inioo r_I 42"x42" ISLAND- 1 1 1 Si I � KITCHEN I SD _ I I DW ---J 42" HIGH SNACK BAR WALK-IN PROVIDE 7\ \ PANTRY 5/8"TYPE "X" 3A i 14 DRYWALL UNDER STAIRS � 4-- P WD B 11 - _UP 7_ m +�1 31 - 4>, 4" 1 1 Q 01 5,-32„ 1 3,-6 6„ �-ROR 11"-5" PTD. PINE N PROJECTION 11 2 PTD. GATHERING ROOM \ / N J REQUIREMENTS ARE TO BE TAKEN AS MINIMUM HEADROOM 0 CARPET 11„ - �- 3'-6- 16__ J Q m 15'-6 _ SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED 16 -- - w _ TWH MANUFACTURER. (SEE STRUCTURAL ENGINEERS > 1- -i DRO - - - - Q p Q TILE �z� Q U O s F U UNDERLAY UNDER RESILIENT AND WOOD �z o) 1_,J o- _ 10'-0" MAX. HEIGHT (SEE STRUCTURAL O w 1 ly_ O J OVIDE 00� 6 3'-102„ 5'-10" RATING OF 1 HOUR WHERE LIMITING DISTANCE PAN w Q IS LESS THAN 3' 0" YCONCRETE QL�iCK CONSTRUCTION - Z CEMENTITIOUS FINISH 1 HOUR MASONRY PARTY WALL 13' 316 o� m GROUND FLOOR PARTY WALL FROM TOP OF 7' -p7„ 2'-71 N 6' 10�„ 7 z 7) Cr w 8 -- - �la� U O= N TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED Q� O C1 CD S Q RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO � Q STRAPPING @ 24" O.C, 00 e REFLECTIVE INSULATION (R-4.1), 1/2" 19 � 4-- P WD B 11 - _UP 7_ m +�1 I I I I LINE OF FLOOR ABOVE - - _ -- J 8'0"x7'0" O.H. GARAGE OOR A .3 -2All 8,-0„ 31 8" 516 N I Ln r )loo rn m Lnlro SHUTTER DETAIL SEE SHT 3.28 �-IN 0 TILL - 4>, 4" 1 1 Q 01 5'_4„ PTD. PINE �-ROR g 2 11, PTD. PINE N PROJECTION ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 2 PTD. W22 \ / EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM J_ _SHUTTER SPECIFICANSMICROWAVES �- -,/'1 V,----------- -"� "� ' '�-.\ 'IN APPLINCE SHALL COMPLY WITH LJI.923 SEE SHT STOP SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS �OFA,Q� ZOL FOYER SPECIFICATION OVER 7/8" THICK PRIMED 3 TWH MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER E-4 C/� 1N_1 E, DRO GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE TILE �z� WITH TPI/WTCA BCSI. (1/4l) PANEL. TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO Y _ 10'-0" MAX. HEIGHT (SEE STRUCTURAL b ENGINEERS SPECIFICATIONS) R13 BATT 1 EXPOSED BUILDING FACE OVIDE EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE PAN IS LESS THAN 3' 0" YCONCRETE QL�iCK CONSTRUCTION - Z CEMENTITIOUS FINISH 1 HOUR MASONRY PARTY WALL 13' 316 UNDER 2'_6 HWT GROUND FLOOR PARTY WALL FROM TOP OF 7' -p7„ 2'-71 N 6' 10�„ 16 CONCRETE BLOCK WALL REINFORCED PER 8 2 �la� EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED U �- RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO � Q STRAPPING @ 24" O.C, N e REFLECTIVE INSULATION (R-4.1), 1/2" 19 �YGARAGE INTERIOR DRYWALL FINISH, TOTAL R -VALUE PANEL ELECTRIC SECOND FLOOR PARTY WALL TO BE 2 HR (-)O'-4" RATED CONTINUOUS FROM TOP OF MASONRY LOC, SEE 7 < 313" DWG.No. 12'-2 916 " SHTSTRICAL 78" PORCH 16 OBEARING PARTITIONS 2x4 SPF#2 Q 16" U.C. SPEC. FOR 2 STORIES TO 10'-0' MAX HEIGHT, DATE 06/22/11 PROVIDE 2x4 SPF#2 BOTTOM PLATE & A ROOF CONSTRU,Q1- ELECTRIC ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. 2 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. METER GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. NICHE MANUFACTURER Al 24" U.C. PRF -FINISHED ALUMINUM FLOOR TO EXTERIOR I I I I LINE OF FLOOR ABOVE - - _ -- J 8'0"x7'0" O.H. GARAGE OOR A .3 -2All 8,-0„ 31 8" 516 N I Ln r )loo rn m Lnlro SHUTTER DETAIL SEE SHT 3.28 �-IN 0 LINE OF SYNTH�TIC STONE WAINSCOT - 6'-61=6„ FIR s__ T FLOOR PLAN. 1/4 V-0 Tl n' n " HAELWAY ART NICHE SECOND FLOOR PLAN OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP 3 '� 716 7» 5'_4„ PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 2 PTD. W22 \ / EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM J_ _SHUTTER SPECIFICANSMICROWAVES �- -,/'1 V,----------- -"� "� ' '�-.\ 'IN APPLINCE SHALL COMPLY WITH LJI.923 SEE SHT 2.2A SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS �OFA,Q� ZOL -FLOOR FLUOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 LINE OF SYNTH�TIC STONE WAINSCOT - 6'-61=6„ FIR s__ T FLOOR PLAN. 1/4 V-0 Tl n' n " HAELWAY ART NICHE SECOND FLOOR PLAN 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 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING C15> PTD. WINDOW CASING \ / PTD. BASE BOARD �4e,"" 2'-10" 4" TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVFR ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4%7-1/2" PTD. PINE LEDGER BD. (B HAI__LWAY \__ STOP & DROP CONSTRUCTION NOTES (Unless -Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO Li SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, - Csof 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, Lij O MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND --\ RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING C15> 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 J_ LOCATED ABOVE A COOKING SPECIFICANSMICROWAVES �- -,/'1 V,----------- -"� "� ' '�-.\ 7 APPLINCE SHALL COMPLY WITH LJI.923 FRAME WALL.QONSTRUCTION (2x4) ` YCEMENTITIOUS F1N151i 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS �OFA,Q� ZOL -FLOOR FLUOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER E-4 C/� 1N_1 E, NAILING SCHEDULE) PROVIDE DRAFT SLOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED �z� WITH TPI/WTCA BCSI. (1/4l) PANEL. TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO LSI FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL b ENGINEERS SPECIFICATIONS) R13 BATT 1 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FWISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3' 0" YCONCRETE QL�iCK CONSTRUCTION - Z CEMENTITIOUS FINISH HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 1 Y 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 RATFD COAT CEMENTITIOUS APPLICATION, 8" NUM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER Ln 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 U �- RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO � Q STRAPPING @ 24" O.C, BLOCK. FI -FOIL AA -2 VAPOR SHIELD e REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINLR_,. YSTEM 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 AT/TJF FIRE WALL BELOW, TO UNDERSIDE OF ROOF DWG.No. SHEATHING. SHAFT LINER ASSEMBLY PER UI �TERIOR STUD PARfITI0N5 JOB No. AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 Q 16" U.C. SCALE SPEC. FOR 2 STORIES TO 10'-0' MAX HEIGHT, DATE 06/22/11 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRU,Q1- 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 QE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER Al 24" U.C. PRF -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R 11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED 110USE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT SAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS YATTIC OVER LIVING SPACE -REC�L ED` f. CA, I_AT -� PROVIDE R30 BATT/ BLOWN INSULATION AND 1 /2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 PILE TO BE CEMENT TILE BACKER HOARD PER FBC2007 6 INTERIOR STAI��- j34 2007 R702,4.2 R31 1.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PFR STRUCTURAL ENGINEERS SPECS. 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED DOWN AS REQUIRED CLUED AND NAILED 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED DOWN AS REQUIRED GLUED AND NAILED. 4.) THE LENGTH OF 2 RISERS + 1 TREAD SHALL NOT BE IESS THAN 24° OR MORE THAN 25" MIN. TREAD = 9" MAX. NOSING = 1" MIN. TREAD & NOSING = 10" MAX. RISER = 7 3/4" MIN. HEADROOM = 6'-8" MAX. VERTICAL RISE FOR = 12'-0" FLIGHT OF STAIRS MIN. STAIR WIDTH = 3'-0" MIN, CLEAR STAIR WIDTH = 31 1/2" FOR WINDER SAT IRS MIN. WINDER TREAD MEASURED— 10" 12" FROM INSIDE EDGE MIN, WINDER READ MEASURED = 6" AT ANY POINT MAX. WINDER DEPTH - 12" YHAND RAIL -_FBC R311.5.6 & R312.1 MIN. STAIR HANDRAIL HEIGH I = 34" MAX. STAIR HANDRAIL HEIGHT - 38° MIN. INTERIOR GUARD HEIGHT = 36" MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311,5.6.3 FOR GRIP SPECIFICATIONS, HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC 8311.5.6.2 CONTINUITY YWALLS BACKING ONTO ATTIC (FBC-N1102 ABC 1 2) WALLS WHICH SEPARATE CONDITIONED LIVING SPACE.. FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, SKYLIGHT, RAISED COFFERED CEILING. YWALL-_& CEILING BETWEEN GARAGE AND LIVING 9 SPACE 5/8"TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. 1011 PRECAST CONCRETE STEP OR WOOD STEP , (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 9" CLOTHES DRYER VENT (FBC-M1QQ2)_ 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-O" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' Cl13 ATTIC ACCES5 _(FBC-R1001) 3) ATTIC ACCESS HATCH 22"x.30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC: AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. 1'-10" -ICV 1'-2" 4�" 2'- 14" IN (D DRYWALL. KNEEWALL cv CA KITCHEN � RAISED BREAKFAST BAR SECTION MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING - 20" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING 44" ABOVE FLOOR 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, THE LOWEST PART OF THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS 3.) FIXED GLASS REQUIREMENTS (FBC-R613.2) FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING-- (FBC-R613.8) INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALI. EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WAIL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT Y COMPLYING WITH FBC/20007 R66113.8.11 /� 5,) M ���EiM11M^ FALER/ iaNCE F0MAS011VRY ROUGH OPENING E (FBC-8613.8.2) MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH 6) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS METHOD -8 (FBC-N1101.A) TOTAL WINDOW AREA SHALL NOT EXCEED 16% 01 TOTAL FLOOR AREA (FBC-N1101 1.2.2) INSTALLED WINDOWS SHALL HAVE PROPERTIES AS EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) - 0.85 PASS RATIO. (FBC-N1113.A.1&2) WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NF RC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION DIMENSION &AREA NOTES - FOR 61',M.64 WALLS, ALL DIMENSIONS ARE MEA S(.1RED FROM FA CL- OF CONCRE 1E MA.SONR Y UNI T. (EXCL L/DES INSIDE .STRAPPING W/ DRYWALL AND E-XTEHIOR FINISH FOR SIDING OR CEMENTITIOUS FINISH. . FOR EXTERIOR .STUD WALLS ALL DIMENSIONS' ARE MEASURED FROM INSIDE FACE OF _STUD TO OC/ T.SIDE f ACE OF EXTERIOR SH F_ THING. (EXCL UOFS 118" CEMEN T/ TIOU.S FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM f A CE OF S TC/D TO FACE OF STUD. - SQUARE FOO TA CE CALCULATIONS ARE MEASL/RED TO EXTERIOR SURFACE Of CFMEN R TIDUS' FINISH, MASONRY VE NEER, OR SIDING (PER ELEVA LION) AS OUTLINED IN AMERICAN NA TIONAL STANDARDS IN.STITUIE INC. (ANSI 2765-2003) AREA CALCULATIONS _A( (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA - 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA SIF GARAGE 44 S GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1853 SF L Ji I� 0 `%loltll)� `i ! Li ,• +� a ti •, - Csof • 2� Lij O • ' ) U- d •• © GQ a z • C./ %•• Q s •Z • -- C\2 pWCo At Ci -� J_ O * �f•t11t�l4��'�' !!4i 7 3. 1 A' O u C\2 pWCo -� 0 12 z _ ° ° �OFA,Q� ZOL cep E-4 C/� 1N_1 E, n �z� LLJ O�O�O'x �j LTJ LSI b 0 LL] 14- E-; [- O � U LTJ Ln CD 3. 1 A' u Cn LJLJ 12 z ° ° O 0 �z� �j LTJ b 0 LL] Ld < CD ® U �- � Q Q C� e DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 3. 1 A' VARIES 3 7 SCALE 2:1 10" WIDTH N7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER il " T N 1'-6" 3" 4 3/4" RECESS — SCALE 2. 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS VARIES ,3 f 7 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLA[ HEADER 1/2" STUCCO PLASTER FINISH (Ground Fl. TYP.) ELECTRIC METER NICHE ," THICK CMV )"DIA. CONDUIT TO SUN THROUGH IOLLOW CORE OR TINDER BLOCKS VARIES 7" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER (A) ELEC METER - SECTION AT METER NICHE 6:12 PLASTER FINISH r) (2nd Fl. TYP.) 6" WIDE Ln Li WINDOW SURROUND W/ SMOOTH STUCCO r- C14 L (TYP) <CD LLI x. .....•ya z 4 3/9" RECESS SCALE �E2 16"x63" PREFORMED STUCCO PANEL SHU'TIERS 0 z::n t 1/2" STUCCO PLASTER FINISH (Ground Fl. TYP.) ELECTRIC METER NICHE ," THICK CMV )"DIA. CONDUIT TO SUN THROUGH IOLLOW CORE OR TINDER BLOCKS VARIES 7" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER (A) ELEC METER - SECTION AT METER NICHE 6:12 PROVIDE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT. REAR ELEVATION "A99- 1/4 99 = 19_®!! 6:12 7/8" STUCCO PLASTER FINISH (2nd Fl. TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground Fl. TYP.) PRECAST STUCK—ON STONE VENEER FIN. GRADE //8" STUCCO PLASTER FINISH (2nd Fl. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL W/ FLAI HEADER (SEE DETAIL) 24"x63" PREFORMED rL=0 PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground Fl, TYP.) 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH ENTRY JOINING -7- UNIT ELE':i EQ 1/4 11-059 PAIRED W1 -1-PTH05E ELEV. A 20 6:12 (�4) 3) GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SO, FT. TOP OF PLAT[ -'— TOP OF PLATE TOP OF WINDOW FIN, SECOND FLOOR PORCH GUTTER DRAIN TO STORM WATf5FFIF�F WINDOW 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL ) PRECAST STUCK—ON STONE VIN"IN. GROUND FLOOR FRONT ELEVATION '9A99 99 El N TRY_- (---71 ARAG-TE E LEV E 4 00 7 co z 0 n ry Ljj c� PLASTER FINISH (2nd Fl. TYP.) 6" WIDE SCORED Li WINDOW SURROUND W/ SMOOTH STUCCO r- C14 PLASTER (TYP) PROVIDE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT. REAR ELEVATION "A99- 1/4 99 = 19_®!! 6:12 7/8" STUCCO PLASTER FINISH (2nd Fl. TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground Fl. TYP.) PRECAST STUCK—ON STONE VENEER FIN. GRADE //8" STUCCO PLASTER FINISH (2nd Fl. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL W/ FLAI HEADER (SEE DETAIL) 24"x63" PREFORMED rL=0 PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground Fl, TYP.) 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ SMOOTH FINISH ENTRY JOINING -7- UNIT ELE':i EQ 1/4 11-059 PAIRED W1 -1-PTH05E ELEV. A 20 6:12 (�4) 3) GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SO, FT. TOP OF PLAT[ -'— TOP OF PLATE TOP OF WINDOW FIN, SECOND FLOOR PORCH GUTTER DRAIN TO STORM WATf5FFIF�F WINDOW 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL ) PRECAST STUCK—ON STONE VIN"IN. GROUND FLOOR FRONT ELEVATION '9A99 99 El N TRY_- (---71 ARAG-TE E LEV E 4 00 7 co z 0 n ry Ljj c� SHT OF 3,2A Li 0 llljlij 1� r- C14 %00,11 <CD LLI x. .....•ya z 0 E-4 E- ct U z0z Ez : 0 z::n t 0 �7E- z 7 tf 11111 �j ooa E- M ELcn SHT OF 3,2A U� Z E- �X; E-4 E- ct co co �7E- z 7 �j ooa E- M ELcn E- 0 0 w p- Lli E-4 N >-> C\l C/O LLJ LLJ LTJ 3: Li :2 0 0 C/I LL] SHT OF 3,2A �j 10 ID 0 0 C/O 3: Li :2 0 0 < Li < -r 0 ---.) �- = 0 �-- (-) [__ < o n a- :2 DESIGN DRAWN QUA AT/TJ F CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF 3,2A T()r) /lC DI ATE 8 (2) 2> AT LA GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 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 LB S / T 9 AIR SEC`710N ,B 13 ILDINCB 10, 11111B MINE 0 N �t 0 z U_ J a 0 0 J L.� w Z w 7 0 Q �= Li a �o�QIco O 0 p p o rte.' pp^pp L 4 o o x w 0 � W = W O U U � N w Z w 7 SHT OF 3.3A Q cn Li O 0 7 0 _J 0 � W = W U � N w< 0 n o -_ CL DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF 3.3A DOOR SCHEDULE NOTES: WINDOW SCHEDULE 2) RLLLR TO ELEVA110NS TO DETERMINE EXTERIOR DOOR STYLE & EXI[N1 OF GLAZING 3) AI_L. DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTLRIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER w L) Li w 0 __j z w cn z > y N O O - z a v cr) z CY L ] J a F_C1 O w O U) z NOTFS. �1) 2'--8 6 8' 14 R4 B LABEL YES _ 1) WINDOW S17E`:, BA'.--' ED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS 10 BE SERIES 1900SH mz OR 1970SH WITH T oIcv LOW -F GLASS OR EQUAL B) 3'-0" 6'-8" 1 4" R4 FOR 1 HR RATED WALLS 3 a Jo 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E 1 4" CLASS OR EQUAL ADD TRANSOM / ELEVATION 3'-0" 8' -0" 1 4) RFFFR TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. AI_L C1 E) MUNTIN PATTLRNS TO BE INSIDE WINDOW PANE. 45 MIN YES FOR 1 HR RATED WALLS 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. INTERIOR DOOR 8' CLG. TYP. C2 A) 2'-8" 8'-0" 1 5" INTERIOR DOOR 9' CLG. TYP. /C4)ILCDN <3) w z ( ) 1 5" _ _ w cn 2'-6" 8'-0" N U) U j C 0 w z u un w (r 1 5" m � z z > T z a Li w a w < C- 7 v) z �' (Z 2'-0" w w (1 w w Ct z 8' 0" 1 5" 0, O(Y INTERIOR DOOR 9' CLG. TYP, CE>) 0 6'-8" 1 8" Q O L) p J a wQ�F LL w - T Cf) (_� O cn 1 INTERIOR DOOR 9' CIG. TYP. } R w cy � z z � O C, 0 v z w 1'-6" 8'-0" 3 r- O INTERIOR DOOR 9' CLG. FYP. z n ch s 5 W1 / 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO CW2) 1 H4 SH BLOCK SINGLE HUNG 262" 505" 271" 505" 9.32 NO CW2% 1H5SH BLOCK SINGLE HUNG 262' 63" 271" 631" 11.59 NO CW2� 1H6 SH BI OCK SINGLE HUNG 262" 72" 271" 72" 13.25 NO `a) CWZ) 2438 SH 2444 SH FRAM[ SINCI E HUNG 28" 44" 284" 284" 444" 8.56 NO FRAME SINGLE HUNG 28" 52" 524' 10.11 NO W17 2450 SH FRAME SINGLE HUNG 28" 60" 284" 601" 11.67 NO W51 24 SH BLOCK `'SINGLE HUNG 37" 505" 371" 505" 13.01 NO W5225 SH BLOCK SINGLE HUNG 37" 37" 63" 72" 3/4" 374" 63" 72" 16.19 18.50 YFS YES CWS 26 SH BLOCK SINGLL HUNG CWS) 2440 SH I RAML SINGLE HUNG 27" 47" 274" 474" 08.81 NO CW�5) 3040 SIT I RAMC SINGLE HUNG 36' 48" 361„ 1„ 48 12.00 NO .361" 601" 15.00 YLS W573050 SH FRAME SINGLE HUNG 3E;" 60" CWS) 3060 SH FRAME SINGLE HUNG 36" 72" 505" 364" 481" 724" 18.00 YES CW9) 48x' 0 SH HI OCK SINGLE HUNG 18' 505° 16.88 NO Cyd 48x3 SH BLOCK _SINGLE HUNG 48" 63" 484" 63" 2 1. 00 YES CW9) 48x72 SH BLOCK SINGLE HUNC 48" 72" 481" 72" 24.00 YES CW95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO W97� 4050 SH FRAME SINGLE HUNG48" 60" 484" 601" 20.00 YES SP[_CIALT'Y WINDOW IF' APPLICABLE (SLF MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) RFFFR TO BUII.DFRS DOOR MANUI ACTURER FOR SPECIFIC DETAILS 2) RLLLR TO ELEVA110NS TO DETERMINE EXTERIOR DOOR STYLE & EXI[N1 OF GLAZING 3) AI_L. DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTLRIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER w L) Li w 0 __j z w cn z > y N O O - z a v cr) z CY L ] J a F_C1 O w O U) z r4-) �1) 2'--8 6 8' 14 R4 B LABEL YES FOR 1 HR RATED WALLS �?) 2'-8" 8'-0" 1 4" R4 Iz �� m x CARPET z Q �' mz 45 MIN. YES T oIcv B) 3'-0" 6'-8" 1 4" R4 FOR 1 HR RATED WALLS 3 a Jo (1 C) 3' 0" 6'- 8" 1 4" R4 ADD TRANSOM / ELEVATION 3'-0" 8' -0" 1 R4 II waQ TEMP GLASS FRENCH 18 LT C1 E) 3'-0" 8'-0" 1 4" R4 45 MIN YES FOR 1 HR RATED WALLS (2� 2' 8" 6' - 8" 1 5" INTERIOR DOOR 8' CLG. TYP. C2 A) 2'-8" 8'-0" 1 5" INTERIOR DOOR 9' CLG. TYP. /C4)ILCDN <3) 2' 6" 6 8" 1 5" INTERIOR DOOR 8' CLG. TYP. O�) 2'-6" 8'-0" 1 5" INTERIOR DOOR 9' CLG. TYP. (4) 2' 4" 6'- 8" 1 5" INTERIOR DOOR 8' CLG. TYP. 4 A) 2'-4" 8'--0" 1 5" INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CLG. TYP. (5) 2'-0" 6'-8" 1 5" C5�) 2'- 0" 8' 0" 1 5" INTERIOR DOOR 9' CLG. TYP, CE>) 2'-2" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 2'-2" V-6" 8'-0" 6'-8" 1 5" INTERIOR DOOR 9' CIG. TYP. C7) 1 5" INTERIOR DOOR 8' CLG. TYP. (�A) 1'-6" 8'-0" 1 5" INTERIOR DOOR 9' CLG. FYP. 20'-0" -4 1 4'-11„ PATIO 10'-0"x 8'-0" CONCRETE U)I00 1fi 6080 PATIO DOOR W5>3 W _ unlo0 „ -01> TC_ r r 3„ 3 1 5' 1)-1SEE DRAWINGS 16 16' BY CABINET _-- MFR FOR .. KITCHEN CAB 54"x30" PREP. D I N I N G ELEVATIONS ISLAND cO CARPET CU -_ I -10c KITCHEN L JL o TILE T C L i . I N I ;s, 1 I SD6 -� LL] i DW i PNTR -IV L__jr 1 I SD6 RAISED SNACK BAR ❑ M 13„ -------- NJ Y a � �� 2- 16 6'-1" 1'-10" 7'- 42 Q m E a0 _ 3: 5- 6 z I__ w <m � GATHERING ROOM i i 2 Q �C L CARPET w F - w, [)� p Opp o Z D 8" DROPPEDI o z Iz m w I COFFERED CEILING TO o � COVER DROPPED STEP o Q u- CD ~I a -, PROVIDE I �J w LA I L .�= 5/8"TYPE 'Y' - - - - RAILING- o 0 0 1 DRYWALL [h O 0 _7 = a - - - - UNDER STAIRS -1 1 7'-131 „ 6' 3 4'-0 V-913-11iii 7 6 uP FOYER STORAGEI178 TILE _ -IN - PROVIDE 45 `n NW(D 2' 1" MINUTE FIRE RATED r. DOOR w/ RATED JAMB, SILL AND "I'TILE 4.1 -' CLOSER �) IR OR TOP & a O DROP r-lo0 0 I 0 N r` 10 PROVIDE (-)O,-4' 1 P PAN 1 (-)0' �0 R C I 4" 20'-0" -nn I 0 UNDER 1583 SF CEILING THIS UNIT 13„ 317 H WT 5'-616„ 2°-5„ 6,_ 62„ 2,-68„ 2 0,. SF v 6'-g" r4-) II 9'-52" .3'-92 II u )100 J .I .I 't O N J J wa Ca za a< �N w a r 0 J c} (DC)` w L` a J owm z � o cr) w O (n cn = a Ln q 7I 40" FIGH KNEE Ln WALL W/ PTD. PINE CAP I Ln ELECTRIC PANEL LOC. SEE SHT E1.1 GARAGES r------ I I I I I I I I 16'0"x7'0" U.H. GARAGE DOOR I A 2 .3 LINE OF SYNTHETIC STONE WAINSCOT 0" 16'-0" 1'-2„ METI RR NIC E - o I -24' WIDE SHUTTERS W SILL ELOW O 2'-0" FIRI�__`T FLOOR PLAN, CENTERED OVER PATIO DOOR BELOW W57 W57 I � I fv�ASSU 11iE I CARPET i 9' HIGH COFFER CEILING I I I I I I I I I I 4.._. - - - - 2% 9 3'-1' IN LI IN L 14 2-6 � 2-6 BI -FOLD BI -FOLD LAUNDRY C T PROVIDE TILE - OPT. BASE P UNDER 1 � � I CABINET WASHER13X ./ ��OPT, �I DN 3R TUs COPT. 9-0 RS 0 D N 7u) 148 9' � 1 �,�" -g .4 0 21 BATH TILE 3'-44" u� a 1' -Oz„ 3 0 N I 5-0 o� BI -FOLD Q0 4„ 2 2, 1„ -- 8' CEILINGIL I BEDRObM 2 o I CARPET VAULTEID CEILING � I I I I 12 4" EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-42„ 6, 6„ TEMPERED GLASS CW95ABOVE D TU B 60' x42"x20"p OAKER TUB 21 ° MASTER BATH _10 OASIS TILE 21 4 �co TEMP GLASS M ENCL. _.__.. 72" PROVIDE (-)O,-4' 1 P PAN 1 (-)0' �0 R C I 4" PROVIDE 1 LAYER 5/8" TYPE "X" EXTERIOR SHEATHING ON PORCH -nn I 0 UNDER 1583 SF CEILING THIS UNIT 13„ 317 H WT 5'-616„ 2°-5„ 6,_ 62„ 2,-68„ 2 0,. SF ELECTRIC PANEL LOC. SEE SHT E1.1 GARAGES r------ I I I I I I I I 16'0"x7'0" U.H. GARAGE DOOR I A 2 .3 LINE OF SYNTHETIC STONE WAINSCOT 0" 16'-0" 1'-2„ METI RR NIC E - o I -24' WIDE SHUTTERS W SILL ELOW O 2'-0" FIRI�__`T FLOOR PLAN, CENTERED OVER PATIO DOOR BELOW W57 W57 I � I fv�ASSU 11iE I CARPET i 9' HIGH COFFER CEILING I I I I I I I I I I 4.._. - - - - 2% 9 3'-1' IN LI IN L 14 2-6 � 2-6 BI -FOLD BI -FOLD LAUNDRY C T PROVIDE TILE - OPT. BASE P UNDER 1 � � I CABINET WASHER13X ./ ��OPT, �I DN 3R TUs COPT. 9-0 RS 0 D N 7u) 148 9' � 1 �,�" -g .4 0 21 BATH TILE 3'-44" u� a 1' -Oz„ 3 0 N I 5-0 o� BI -FOLD Q0 4„ 2 2, 1„ -- 8' CEILINGIL I BEDRObM 2 o I CARPET VAULTEID CEILING � I I I I 12 4" EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-42„ 6, 6„ TEMPERED GLASS CW95ABOVE D TU B 60' x42"x20"p OAKER TUB 21 ° MASTER BATH _10 OASIS TILE 21 4 �co TEMP GLASS M ENCL. _.__.. 72" BEDROOM 3 CARPET 10-112" 6" EGRESS SE'U"OND FLOOR PLAN 1/4" = 1'-0" 2'-102„ 2, 0„ 42„ �R HALLWAY STOP & DROP w CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE 14 PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHFIVE.S FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RAN�L HOOD VENT (FBG -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 SPECIF ICA]7_NS _ �� MICROWAVES LOCATED ABOVE A COOKING - -�I f \/- %`-" APPLINCE SHAI I COMPLY WITH UL923 FRAME___WA1.L .CQN`',T.F3_Q!CTION (2x4) SUBFL OR AND FLOOR 1RUS5ES OCEMENTITIOUS FINISH 16 3/4" T&.G SUB -FLOOR ON PRE-ENGINEERED FINISHEDISHED 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, //16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FI OORING 10'- 0" MAX. HEIGHT (SEE STRUCTURAL 7 - ENGINEERS ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE / RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" � 2OCONCRETE BE`0rK CONSTRUCTION CEMFNTITIOLIS FINISH 2 HOUR MASQNRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF U SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED V) COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) w CONCRETE BLOCK WAIL REINFORCED PER ITEM #3-1.3 AI SO 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 IO HAVE 1 '1/2" P.T. STRAPPING AT 24" O.C. T --NAILED INTO STRAPPING @ 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT I.INFR--SYSTEM P.-ARTY-WA-LL DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WAL.I, TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL IIL-P�TQ.Q L- PARIIRON5 __- U373 AND INSTALLED PER MANUFACTURERS C3> BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. FOR 2 STORIES TO 10'-0' MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER - DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 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 r%�cD O EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION I' N UNCONDITIONED SPACES (FBC-N1104.AE3C.T2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE W APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF I' p WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS n' n OATTIC OVER LIVING SPACE fa��A�- vl-w.- v� - 11 Z f / !' _ "t PROVIDE 830 BATT/ BLOWN INSULATION AND .*% 11' Q w 1/2" INTERIOR DRYWALL FINISH ON CEILING !,A[.L WALLS IN IUB AND SHOWER .SURROUND AREAS WITH +��' AA''TILE TO BF CEMENT TILE BACKER BOARD PER FBC2007 *.L''••. 'V iNzZ6 INTERIOR STAIRS- SITE BUILT FBC 2007 702.4.2 ! ?i �<R311.5 _: /� ` f^ / �� \ _ " �y . _ . �� :. LL A, 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. ' 0 U WINDOW GENERAL_,NOT€S-� � a AT BASE) EQUALLY SPACED & ANCHORED y z y O z _J Z y TO 2x8 I-ILADLR & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZEST STRUCTURAL ENGINEERS SPECS. 1.) (FBC-R310) IL} ' _d S Q MINIMUM OFONE EMERGENCY ESCAPE WINDOW REQUIRED l:(n co w Q 0 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLFFPING ROOM DOWN AS REQUIRED GLIDED AND NAILF-D MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE �� r�°f i`••,y••..•°� w ♦♦� J_ 0 WINDOW = 5.0 Sq. Ft. rj ,✓ (� 3.) RISERS SHAL.I_ BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 'a►�t �� * PR ♦♦♦ L` 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 THAN 25" OPENING = 20" MIN. TREAD - 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING _ MAX. NOSING - 1" = 44" ABOVE FLOOR MIN. TREAD &NOSING = 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 7 3/4" FOR WINDOWS MORE THAN C -O" 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-8613.2) C'I FGR,,. WINDER ,.STAIRS ) (%� j Q O W c'� 1` - MIN. WINDER TREAD MEASURED= 10° FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24' 12" FROM INSIDE EDGE J`� Lam✓ ✓� '- �I .-1 MIN. WINDER READ MEASURED 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-8613,8) MAX. WINDER DEPTH = 12" INSTALy L APPROVED CORROSION RESISTANT FLASHING AT � � ��cc ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE /- O Q Q Cfl SURFACE OF THE EXTERIOR WALL FINISH OR WATER r --y U] N W 0 HAND RAIL - FBC 8311.5.6 & 8312,1RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH "4 P., p ^ MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spcc 920 OR �Z p" � MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT 36 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. (/� .� MIN. EXTERIOR GUARD HEIGHT = 36 JUNCTURE BETWEEN EXTERIOR PLASTER AND �_C/D Z E. [� FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE STALED WITH A SEALANT � �'� CJS W MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 C W H Z HANDRAILS TO MEET REQUIREMENTS FOR M%t9-0FRqC F�Y_7�UGH _6P�ENJN6 rS�I7F 4-, TYPE II RAILS FBC 8311.5.6.3 FOR GRIP Z SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R6'13,8.2) W j' r� O V� a TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY AWINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" WIDTHIN _ W OWALLS BACKING __ . NTO-._ATTIC, MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS ~ O U (FBC-N1102.ABC.1.2) 6.) _ WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBG-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FRC --N1101.1.2,2) INSULATION. INCLUDES VAULTED CEILING, W �7 INSTALLED WINDOWS SHALL HAVE PROPERTIES AS yy SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE WAIL & CEILINC_B_ETWEEN GARAGE AND LIVING ENERGY GAUGE IDSA/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 ]HE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - FOR C.M.U. WALLS, Al -L 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 AND WEATHERSTRIPPING. INSIDE STRAPPING W1 DRYWALL AND EXTERIOR FINISH FOR SIDING OR O11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. < (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL cn RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM o /INSIDE FACE OF STUD TO OUTSIDE � CLOTHES DRYER VENT (EQ O:7 -W 2i FACE OF EXTERIOR SHEA THING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOI/S FINISH Q z RD OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) O DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FOR INTERIOR STUD WALLS, All - 2.5% & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM z ~ ATTIC ACCESS (FBG-RI000 FACE OF STUD TO FACE OF .STC/D. 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SOUARE f00TAGE CALCULATIONS ARE STRIPPING IN10 ANY ATTIC EXCEEDING 30 S.F.Q LLJ MEASURED TO EXTERIOR SURFACE OF J X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN �- ATTIC AT HATCH LOCATION. (R-30) RIGID CEMENTITIOUS FINISH, MASONRY VENEER, ® LIL.I INSULATION BACKING. OR SIDING (1 -FR ELEVA TION) AS OUTLINED = IN AMERICAN NATIONAL STANDARDS LLJp c- INS Tl TU TE INC.. (A NSI 2765 200:3) �L I 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" P TD. PINE LEDGER BD. AREA CALCULATIONS (ANSI ELEV. 'A' FIRST FLOOR AREA >K SECOND FLOOR AREA I 0 MIRROR 1583 SF COVERED PORCH AREA 50 SF (0350 0 SF v r4-) II N II a a z I� W.I.C. I CD F J Iz �� m x CARPET z Q �' mz T oIcv (D � Y w Ilm 3 a Jo <� IIS, ow m_ O r w II waQ I 1 II I 6'-04" W.I.C. cc /C4)ILCDN I ' BEDROOM 3 CARPET 10-112" 6" EGRESS SE'U"OND FLOOR PLAN 1/4" = 1'-0" 2'-102„ 2, 0„ 42„ �R HALLWAY STOP & DROP w CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE 14 PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHFIVE.S FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RAN�L HOOD VENT (FBG -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 SPECIF ICA]7_NS _ �� MICROWAVES LOCATED ABOVE A COOKING - -�I f \/- %`-" APPLINCE SHAI I COMPLY WITH UL923 FRAME___WA1.L .CQN`',T.F3_Q!CTION (2x4) SUBFL OR AND FLOOR 1RUS5ES OCEMENTITIOUS FINISH 16 3/4" T&.G SUB -FLOOR ON PRE-ENGINEERED FINISHEDISHED 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, //16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FI OORING 10'- 0" MAX. HEIGHT (SEE STRUCTURAL 7 - ENGINEERS ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE / RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" � 2OCONCRETE BE`0rK CONSTRUCTION CEMFNTITIOLIS FINISH 2 HOUR MASQNRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF U SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED V) COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) w CONCRETE BLOCK WAIL REINFORCED PER ITEM #3-1.3 AI SO 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 IO HAVE 1 '1/2" P.T. STRAPPING AT 24" O.C. T --NAILED INTO STRAPPING @ 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT I.INFR--SYSTEM P.-ARTY-WA-LL DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WAL.I, TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL IIL-P�TQ.Q L- PARIIRON5 __- U373 AND INSTALLED PER MANUFACTURERS C3> BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. FOR 2 STORIES TO 10'-0' MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER - DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 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 r%�cD O EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION I' N UNCONDITIONED SPACES (FBC-N1104.AE3C.T2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE W APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF I' p WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS n' n OATTIC OVER LIVING SPACE fa��A�- vl-w.- v� - 11 Z f / !' _ "t PROVIDE 830 BATT/ BLOWN INSULATION AND .*% 11' Q w 1/2" INTERIOR DRYWALL FINISH ON CEILING !,A[.L WALLS IN IUB AND SHOWER .SURROUND AREAS WITH +��' AA''TILE TO BF CEMENT TILE BACKER BOARD PER FBC2007 *.L''••. 'V iNzZ6 INTERIOR STAIRS- SITE BUILT FBC 2007 702.4.2 ! ?i �<R311.5 _: /� ` f^ / �� \ _ " �y . _ . �� :. LL A, 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. ' 0 U WINDOW GENERAL_,NOT€S-� � a AT BASE) EQUALLY SPACED & ANCHORED y z y O z _J Z y TO 2x8 I-ILADLR & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZEST STRUCTURAL ENGINEERS SPECS. 1.) (FBC-R310) IL} ' _d S Q MINIMUM OFONE EMERGENCY ESCAPE WINDOW REQUIRED l:(n co w Q 0 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLFFPING ROOM DOWN AS REQUIRED GLIDED AND NAILF-D MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE �� r�°f i`••,y••..•°� w ♦♦� J_ 0 WINDOW = 5.0 Sq. Ft. rj ,✓ (� 3.) RISERS SHAL.I_ BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 'a►�t �� * PR ♦♦♦ L` 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 THAN 25" OPENING = 20" MIN. TREAD - 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING _ MAX. NOSING - 1" = 44" ABOVE FLOOR MIN. TREAD &NOSING = 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MAX. RISER = 7 7 3/4" FOR WINDOWS MORE THAN C -O" 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-8613.2) C'I FGR,,. WINDER ,.STAIRS ) (%� j Q O W c'� 1` - MIN. WINDER TREAD MEASURED= 10° FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24' 12" FROM INSIDE EDGE J`� Lam✓ ✓� '- �I .-1 MIN. WINDER READ MEASURED 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-8613,8) MAX. WINDER DEPTH = 12" INSTALy L APPROVED CORROSION RESISTANT FLASHING AT � � ��cc ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE /- O Q Q Cfl SURFACE OF THE EXTERIOR WALL FINISH OR WATER r --y U] N W 0 HAND RAIL - FBC 8311.5.6 & 8312,1RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH "4 P., p ^ MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spcc 920 OR �Z p" � MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT 36 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. (/� .� MIN. EXTERIOR GUARD HEIGHT = 36 JUNCTURE BETWEEN EXTERIOR PLASTER AND �_C/D Z E. [� FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE STALED WITH A SEALANT � �'� CJS W MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 C W H Z HANDRAILS TO MEET REQUIREMENTS FOR M%t9-0FRqC F�Y_7�UGH _6P�ENJN6 rS�I7F 4-, TYPE II RAILS FBC 8311.5.6.3 FOR GRIP Z SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R6'13,8.2) W j' r� O V� a TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY AWINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" WIDTHIN _ W OWALLS BACKING __ . NTO-._ATTIC, MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS ~ O U (FBC-N1102.ABC.1.2) 6.) _ WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBG-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FRC --N1101.1.2,2) INSULATION. INCLUDES VAULTED CEILING, W �7 INSTALLED WINDOWS SHALL HAVE PROPERTIES AS yy SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE WAIL & CEILINC_B_ETWEEN GARAGE AND LIVING ENERGY GAUGE IDSA/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 ]HE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - FOR C.M.U. WALLS, Al -L 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 AND WEATHERSTRIPPING. INSIDE STRAPPING W1 DRYWALL AND EXTERIOR FINISH FOR SIDING OR O11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. < (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL cn RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM o /INSIDE FACE OF STUD TO OUTSIDE � CLOTHES DRYER VENT (EQ O:7 -W 2i FACE OF EXTERIOR SHEA THING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLUDES 7/8" CEMENTITIOI/S FINISH Q z RD OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) O DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FOR INTERIOR STUD WALLS, All - 2.5% & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM z ~ ATTIC ACCESS (FBG-RI000 FACE OF STUD TO FACE OF .STC/D. 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SOUARE f00TAGE CALCULATIONS ARE STRIPPING IN10 ANY ATTIC EXCEEDING 30 S.F.Q LLJ MEASURED TO EXTERIOR SURFACE OF J X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN �- ATTIC AT HATCH LOCATION. (R-30) RIGID CEMENTITIOUS FINISH, MASONRY VENEER, ® LIL.I INSULATION BACKING. OR SIDING (1 -FR ELEVA TION) AS OUTLINED = IN AMERICAN NATIONAL STANDARDS LLJp c- INS Tl TU TE INC.. (A NSI 2765 200:3) �L I 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" P TD. PINE LEDGER BD. AREA CALCULATIONS (ANSI ELEV. 'A' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 907 SF TOTAL A/C AREA 1583 SF COVERED PORCH AREA 50 SF (0350 GARAGE AERA SF TOTAL AREA UNDER ROOF 2006 SF U J p'n C):� Q 0 C]L a- :2 __j[ --- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF 4.1A I A 2, 0„ 3" 1'-6" 3' 143., 11 11 11 11 4 3/4" RECL`' SCALE '?:1 16"x63" PREFORMED STUCCO PANFI SHUTTFRS VARIES 3". 7" 34"sCAI F 2: 1 c 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WIIH FLAT HEADER 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE 4" THICK CMV 2"DIA. CONDUIT TO RUN THROUGH HOLLOW CORE OR CINDER BLOCKS VARIES I. 3". 7" 3"4" SCALE 2:1 lf- 4 tf-i 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER ELEC _/ METER. SECTION AT METER NICHE 7/8" STUCCO PLASTER FINISH — (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL l,II KIT n M A 0 T V 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'- 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION '9 A 99 1/499 19_V RIM p, 1i ENTRYGTARAGTIE(, ELEV_ ll15 1 1/4 99 = 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 1/2" STUCCO__. PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTFR TRIM BAND W/ - SMOOTH FINISH 5"x3" PREFORMED STUCCO - WATER TABLE (SEE DETAIL) PRECAST STUCK - ON STONE VENEER - TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR co FIN. GRADE 6:12 4'�-0" 101mimi MINIM 1101111 WE i E6 GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SO, FT FRONT ELEVATION 91 36" HIGH BLACK METAL RAILING (2 0 PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK --ON STONE VENEER TOP 01- PLATL TOP OF PLATE �I r TOP OF WINDOW 0 1 °0 20% 28" FIXED T_ fj WINDOW FIN. SECOND FLOOR --- 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) IOP OF WINDOW -0" FIRE RATED 36"x8' SOLID FRONT DOOR 1 FIN. GROUND FLOOR FIN. GRADE co E5� A39 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) CHANCE IN WA1 L DIRECTION OPT. HANGING COACH LIGHT _. PROVIDE CON TROL JOIN I W -Q Z f— n ry U (n W C) SHT OF 4.2A w�t . 0 g z I 0 • ✓ Z Q E-- cnW M Z Z M 12 -� R U► O — ILLJI a J %v R, 3 ?V: o� 0 d SHT OF 4.2A � � o �) CQ z oWc�� 0 W Q E-- cnW O�o�zo f ILLJ W Lj _l U, — ILLJI SHT OF 4.2A � � o �) CQ oWc�� Q E-- cnW O�o�zo � w � � a SHT OF 4.2A �) cnW 0 ~ 7'cn W j ® 12 J ®� W _ \W/ �� O Uj �U CK < 0 n CL :2 J DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF 4.2A DOOR SCHEDULE NOTES: WINDOW SCHEDULE 2) REFER 10 ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALI IN ILI�IOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER til U w w CD J z Cn z W Cf) cn 0 � U 1W F= J J ZQ ) z Ct J T ";' J 1 w <1 U w NOTES: w16 (1� 2'-8" 6'- 8" 1 1" R4 B LABEL YES FOR 1 IIR RATED WALLS 1) WINDOW SIZLS BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 1 1 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH .3/4" T&G FLOOR TRUSSES BY REGISTERED TRUSS LOW -E GLASS OR EQUAL u -)loo MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER r, NAILING SCHEDULE) PROVIDE DRAFT STOPPING U a Qm� (1B� 3) COMMODIIY WINDOWS IO BE SERIES 1550SH OR 1570SH WITH LOW -E SIN (` GLASS OR EQUAL � LLJ F__ �0 3'-0" 6'-8" 14 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL �z MUNTIN PATTERNS TO BE INSIDL WINDOW PANE. W � IS LESS THAN 3'-0" f3_UU CONSTRUCTION - 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 8'-0" 14 R4 FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 CL :2 SLAB UP TO 9'-4" AF.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. DESIGN PER UL ASSEMBLY U905. FBC TABLE 720.1(2) DRAWN LJ O 8'-0" 1 4" = _ w = FOR 1 HR RATED WAI1-S Cn cn JOB No. VERIFY THAT DELIVERED BLOCK HAS CORRECT N Cn U � 0= RATING, PARTY WALL TO HAVE 1 1/2" P.T. o c7 c�wr Cl)1 n 2'-8" 6'-8" � LLJ lll J -� �i 7 INTERIOR DOOR 8' CLG. TYP. 2 HOUR SHAFT LINER -_SYSTEM PARTY WALL z 71 7 <lI 0 < < c_) Un s � (_`)1 � 6'-8" w w a w SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR DOOR 8' CLG. TYP. IN FLRLQR STUD PARTITIONS o 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O ¢ - FOR 2 STORIES TO 10'-0" MAX HEIGHT. _ 0 C_> 8'-0" <y ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR INTERIOR DOOR 9' CLG. TYP. ROOF COVERING AS SPECIFIED INSTALLED PER Ln '> -- MANUFACTURERS SPECS. 15# FFLT PAPER OVER EXT. __I < (1w >_ n 1-O (4� Z Z O Cj z w INTERIOR DOOR 9' CLG. TYP. (5� 2'-0" 6'-8" 1 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXBQaEI�- 4 PROVIDE, MIN. R-11 BATT INSULATION IN INTERIOR DOOR 8' CLG. TYP. PROTECTED) OVER SUBFASCIA. Wl7) 2050 SH - FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 2' 2" (W11) 1H4 SH --- BLOCK SINGLE HUNG 26�" 50j" 274" 5085" 9.32 NO PROVIDE.. R30 BATT/ BLOWN INSULATION AND (W??� 1H5SH BLOCK SINGLF HUNG 262' 63" 274" 274" 634" 11.59 NO NO (7A� W23 1116 SH BLOCK SINGLE HUNG 261"72" 72" 13.25 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. W?` C_�) 284" 444' NO 2438 SH FRAME FRAME FRAME SINGLE HUNG 28" 44" 8.56 1') W16 C� 2444 SH SINGLE HUNG 28" 52" 284" 524" 10.11 NO W2/ C 2450 SH 24 SH 25 SH SINGLE HUNG 28" 60" 284" 604" - 11.67 NO MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE (W51) BLOCK SINGLE HUNG 37" 50j" .574" 50j" 13.01 NO 4.) THE LENGTH OF 2 RISERS + 1 TREAD (W5?) BLOCK SINGLF HUNG 37" 63" 371" 63" 16.19 YES OPENING = 20" W`)3 ( 26> SH BLOCK SINGLE HUNG 37" 72" 371" 72" 18.50 YES MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) 27 47 (W5) 2440 SII FRAME SINGLE HUNG 271" 4%1" 08.81 NO W55 (.` 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO 3) (W51 3050 SI i 3060 SH FRAME SINGLE HUNG 36" 60" 364 604 15.00 YES 4.) W58 FRAME BLOCK SINGLE HUNG 36" 72" 50" 364" 724" 18.00 16.88 YES Cy� 48x50 SH 48x6.3 SH SINGLE HUNG 48" 484" .50" NO (9) BLOCK SINGLE HUNG 48" 63° 484" 63" 21.00 YES W93 48x72 SH 4040 SH BIOCK SINGLE SINGLE HUNG HUNG 48" 72" 484" 72" 24.00 YES WID FRAME FRAME 48" 48" 60" 484" 484" 16.00 NO TYPE II RAILS FBC R311.5.6.3 FOR GRIP W97 C._� 4050 SH SINGLE HUNG 48" 48 4" 60 4' 20.00 YES SPECIAL cv IN WIDTH n WALLS BACKING ONTO ATTIC: 8 6') �. MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS I Y WINDOWS IF APPLICABLE SINGLE (SEE MODEL HUNG 48" ELEVATION) 64" 484" 644" 21.0 YES SPACE FROM UNCONDITIONED ATTIC SPACE (W98 4050 ARCH FRAME SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, INSFAI.LED WINDOWS SHALL HAVE�PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO ALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA RE CONTAINED IN THE DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER 10 ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALI IN ILI�IOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER til U w w CD J z Cn z W Cf) cn 0 � U 1W F= J J ZQ ) z Ct J T ";' J 1 w <1 U w n w o u_ - LL cn z w16 (1� 2'-8" 6'- 8" 1 1" R4 B LABEL YES FOR 1 IIR RATED WALLS DRYWALL �AA] 2 -8 8'- 0 1 1 R4 3'-916 NDER STA �� �--- WD NY J -7 .3/4" T&G FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 u -)loo MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER r, NAILING SCHEDULE) PROVIDE DRAFT STOPPING U a Qm� (1B� 3'-0" 6'-8" 1 3" R4 45 MIN. YES FOR 1 HR RATED WALLS SIN (` SHEATHING, 2x4 STUDS Q 16" O.C. TO HEADR OM J o Q J U � LLJ F__ �0 3'-0" 6'-8" 14 R4 INSULATION, 1/2" INTERIOR DRYWALL FINISH. 0 ADD TRANSOM / ELEVATION _ _ C> w7 W �z W � IS LESS THAN 3'-0" f3_UU CONSTRUCTION - TFMP GLASS FRENCH 18 LT (1D� 3'-0" 8'-0" 14 R4 FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 CL :2 SLAB UP TO 9'-4" AF.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. DESIGN PER UL ASSEMBLY U905. FBC TABLE 720.1(2) DRAWN 00 3'-0" 8'-0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WAI1-S TIED TO CONTINUOUS BOND BEAM AT TOP JOB No. VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED AS NOTED RATING, PARTY WALL TO HAVE 1 1/2" P.T. DATE STRAPPING AT 24" O.C. T -NAILED INTO (2� 2'-8" 6'-8" 1 REFLECTIVE INSULATION (R-4.'1), 1/2" INTERIOR DOOR 8' CLG. TYP. 2 HOUR SHAFT LINER -_SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 3" (R-861) IN IERIOR DOOR 9' CLG. TYP. (_`)1 2'-h" 6'-8" 1 e" SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR DOOR 8' CLG. TYP. IN FLRLQR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. (4� 2'--6" 2' 4" 8'-0" 1 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR INTERIOR DOOR 9' CLG. TYP. ROOF COVERING AS SPECIFIED INSTALLED PER 6'-8" 1 MANUFACTURERS SPECS. 15# FFLT PAPER OVER EXT. INTERIOR DOOR W CLG. TYP. NON-BEARING PARTITIONS TO BE 2x4 (4� 2'-4" 8' -0" 1 PRE-ENGINEERED ROOF TRUSSES BY TRUSS INTERIOR DOOR 9' CLG. TYP. (5� 2'-0" 6'-8" 1 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXBQaEI�- 4 PROVIDE, MIN. R-11 BATT INSULATION IN INTERIOR DOOR 8' CLG. TYP. PROTECTED) OVER SUBFASCIA. (5 AA] 2'-0" 8'-0" 1" cr UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) INTERIOR DOOR 9' CLG. TYP. (6� 2' 2" 6'-8" 1 1 WITFI OFF --RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS INTERIOR DOOR 8' CLG. TYP. 5 f(� IT JS OVER LIVING SPACE (6- 2'-2" 8'- 0" 8' 0" PROVIDE.. R30 BATT/ BLOWN INSULATION AND INTERIOR DOOR 9' CLG. TYP. 1/2" INTERIOR DRYWALL. FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH INTERIOR DOOR 8' CLG. TYP. (7A� 1'-6" 1 3" R311.5 INTERIOR DOOR 9' CLG. TYP. 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES' AT BASE) EQUALLY SPACED & ANCHORED 31 5'-1' RATIO 10'-0"x 8'-0" CONCRETE 20'- 0" 101-- 3" 6080 PAT10 DOOR, nr,o m I DINING ROOM CARPET 10,_ 54 Ln i� 4'-8" CACA I i I J L� I - I I I ____j DW IL__ KITCF-IEN TILE'- I rl�)Ioo IS I N T I- - J B 8'- 716 16„ 1B I R 1 T ---T-- D6 L O J Q U O FIRST FLOOR AREA O n. 2'- WALK-IN J w J SHELVES, PROVIDE 4 SHELVES FOR 8' CCG & OU Ow" 254 SF L_ F-- PANTRY PROVIDE 5 1 >> 2 0 Q✓ m 6'-6'3„ 2,_41„ 2 ti� w16 14 5/8"TYPE "X" cv Q- O V) casc <t �5) MICROWAVES LOCATED ABOVE A COOKING DRYWALL 1'-8Z ON cD 5'_ 2 3'-916 NDER STA �� �--- WD NY J -7 .3/4" T&G FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 u -)loo MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER r, NAILING SCHEDULE) PROVIDE DRAFT STOPPING U a Qm� GATHERING ROOM BARRIER PER ASTM C 1063 &APPROVED _how � N�_j HOUSE WRAP, 7/16" OSB EXTERIOR w CARPET SIN (` SHEATHING, 2x4 STUDS Q 16" O.C. TO HEADR OM J o Q J U � LLJ F__ �0 --- J EXPOSED BUILDING FACE Q U O INSULATION, 1/2" INTERIOR DRYWALL FINISH. 0 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE _ _ w I- w7 W �z W � IS LESS THAN 3'-0" f3_UU CONSTRUCTION - OCONCRETE CEMENTITIOUS_FINISH p F- 2 HOUR MASONRY PARTY WALL O J Q U O FIRST FLOOR AREA O n. 2'- 0 J w J SHELVES, PROVIDE 4 SHELVES FOR 8' CCG & OU Ow" 254 SF L_ F-- Q J o� < J 5 1 >> 2 0 Q✓ m 6'-6'3„ 2,_41„ 2 ti� w16 O u7 11 G O <n Q- O V) casc <t 3 MICROWAVES LOCATED ABOVE A COOKING SPECIFICAD NS_ - ..� �- 1'-8Z U cD I 16 �--- WD 0 I N N LINE OF SYNTHETIC STONE WAINSCOT TILE /'�0°(10�0 -r- 2 l ISI O, N FOYER SIN MI OR � A TILE CL T H oQ PWD _ - VENT a - I N 2,- 4„ 3,-18,> 2, 5„ _5„ S -876, 78 PROVIDE ELECTRIC PAN PANEL UNDER LOC. SEE HWT SHT E1.1 0G RAGE SIN i O N LNE OR IND. RLR, ABOVE 8'0"x7'0" O.H. 3ARAGE DOOR g,. 5,_41„ �„ PORCH �Q I A __ 2 ELEC"1 RIC METER NICHE 5 r` A LINE OF SYNTHETIC ONE W INSCOT 2'-0" 8'-0" .2'-0" K --'T FLOOR PLAN FIR 1/4" = 1'-0" 20'-0" 5'-1' CENTER OVER DOOR ELOW W97 EGRESS BEDROOM CARPET SEE DRAWINGS BY CABINET 54" g, 04„ MFR FOR - - KITCHEN CAB ELEVATIONS 5'...01„ 3,-g„ 4 4'-8" CENT$R OVER 1 WINDO BELOW EGRESS BEDROOM S CARPET 9'-94" 3'-1'1" 5,_64„ 4-0 1--------- „BI -FOLD„ (`3� 40" HIGH LEDGE DN �r W/ PTD. PINE CAP 70 4 51„ 4 3 -9 1 -7 4 5,_0�>, 4'-22 J IRR HJT C 7 - `'I a az 42" J I BATH 14 0 TILE LIN AHU Q = "� ® N __ w u) LATFORM o 2_ PAN NDE O -- BI -FOLD WASHER w Cf > 21 c T LAUNDRY w z=illi �� TILE CS o w 1D--- -_ _. 48 2 1 L�L -4 x36 JI D II W zi[ - - - I--II---I �1 z TT a II W. OPT. UPPERS % N = I 13 �Ic - L.AUND Y BO & io m I 5' T 3, 9" 5'-82" DRYER BOX C T 3 MASTER 4'-04" II - BATH ;n TILE 8'-0" FLAT Om 6CEILIN,(0IRROh���/// W25 I TEMPER 6" 2'-7" 3'-9" 4'-0" 6„ GLASS _ 1 ---- M ASTE SU I TE CARPET =IN I v 5 ROO BELOW D6 l a 5 I �D� I I I I I EGRESS J W97 � 2'-42" 5'-117 Q U O FIRST FLOOR AREA n_ 2'- 0 ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO J SHELVES, PROVIDE 4 SHELVES FOR 8' CCG & OU Ow" 254 SF L_ F-- ROOF < J 0 Q✓ m z zOf w ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING O u7 RANGE HOOD VENTED TU EXTERIOR AND G O <n -_ casc -6 0 M MICROWAVES LOCATED ABOVE A COOKING SPECIFICAD NS_ - ..� �- 1'-8Z APF LINCE SHAI I COMPLY WITH UL923 cD I 16 DD) FINISHED TEXTURED COATING PER BUILDERS -7 .3/4" T&G FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 u -)loo MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER r, NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT g,. 5,_41„ �„ PORCH �Q I A __ 2 ELEC"1 RIC METER NICHE 5 r` A LINE OF SYNTHETIC ONE W INSCOT 2'-0" 8'-0" .2'-0" K --'T FLOOR PLAN FIR 1/4" = 1'-0" 20'-0" 5'-1' CENTER OVER DOOR ELOW W97 EGRESS BEDROOM CARPET SEE DRAWINGS BY CABINET 54" g, 04„ MFR FOR - - KITCHEN CAB ELEVATIONS 5'...01„ 3,-g„ 4 4'-8" CENT$R OVER 1 WINDO BELOW EGRESS BEDROOM S CARPET 9'-94" 3'-1'1" 5,_64„ 4-0 1--------- „BI -FOLD„ (`3� 40" HIGH LEDGE DN �r W/ PTD. PINE CAP 70 4 51„ 4 3 -9 1 -7 4 5,_0�>, 4'-22 J IRR HJT C 7 - `'I a az 42" J I BATH 14 0 TILE LIN AHU Q = "� ® N __ w u) LATFORM o 2_ PAN NDE O -- BI -FOLD WASHER w Cf > 21 c T LAUNDRY w z=illi �� TILE CS o w 1D--- -_ _. 48 2 1 L�L -4 x36 JI D II W zi[ - - - I--II---I �1 z TT a II W. OPT. UPPERS % N = I 13 �Ic - L.AUND Y BO & io m I 5' T 3, 9" 5'-82" DRYER BOX C T 3 MASTER 4'-04" II - BATH ;n TILE 8'-0" FLAT Om 6CEILIN,(0IRROh���/// W25 I TEMPER 6" 2'-7" 3'-9" 4'-0" 6„ GLASS _ 1 ---- M ASTE SU I TE CARPET =IN I v 5 ROO BELOW D6 l a 5 I �D� I I I I I EGRESS J W97 � 2'-42" 5'-117 5'-11 2" FIRST FLOOR AREA 12'-10 2'- 102" ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CCG & I 254 SF 5 SHELVES FOR 9' CEILING ROOF BEL MECHANICAL. ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT_, (FBC_-M1503 5'-8° i� TEMPERED, GLASS SHOWER ENCL. Ln SEU-NOND FLOOR PLAN 3'-8" 2'-1 4„ 1,_2„ �KN 0 DRYWALL N KNEEWALL (�KITCHEN FLUSH 44" BREAKFAST BAR SECTION d - CONSTRUCT[ON-NOTES (Unless Otherwise -Noted) ELEV. 'B' FIRST FLOOR AREA UNLLSS NOTFD OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CCG & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 254 SF 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, Qz•C*Q Co MECHANICAL. ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT_, (FBC_-M1503 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TU EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM 0 M MICROWAVES LOCATED ABOVE A COOKING SPECIFICAD NS_ - ..� �- APF LINCE SHAI I COMPLY WITH UL923 cD O FRAME WALL CONSTRUCTION -(,1x4 \ 1 CEMENTITIUU5 (WISH 16 c SIJBFL00R AND,[I.,QQ(j__1'RUSS E� SUB FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS -7 .3/4" T&G 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 �P�4 0 WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR 0 UNDERLAY UNDER RESILIENT AND WOOD O SHEATHING, 2x4 STUDS Q 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL F__ �0 ENGINEERS SPECIFICATIONS) R13 BATT 1 / EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 0 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE w7 W RATING OF 1 HOUR WHERE LIMITING DISTANCE W � IS LESS THAN 3'-0" f3_UU CONSTRUCTION - OCONCRETE CEMENTITIOUS_FINISH p F- 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 CL :2 SLAB UP TO 9'-4" AF.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. DESIGN PER UL ASSEMBLY U905. FBC TABLE 720.1(2) DRAWN CONCRETE BLOCK WALL REINFORCED PER QUADR ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR AT/TJF STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO . . TIED TO CONTINUOUS BOND BEAM AT TOP JOB No. VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED AS NOTED RATING, PARTY WALL TO HAVE 1 1/2" P.T. DATE STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING Cay 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 WAI_I TO BE 2 HR (R-861) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL IN FLRLQR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O 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# FFLT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 Q 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXBQaEI�- 4 PROVIDE, MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ELOF YEN.T1LA_T1QN cr UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDL APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT FAVE AND HALF v) WITFI OFF --RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS r) 5 f(� IT JS OVER LIVING SPACE -✓ LB�LAT� -11E U R1�i ✓�/ `✓�v - V PROVIDE.. R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL. FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PFR FBC2007 6 INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 R311.5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES' AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW - 5.0 Sq. Ft, 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 FMFRGENCY ESCAPE 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" MIN, CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER__ T A I R S FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" 12" FROM INSIDE EDGE�����~`� �- MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING --- AT ANY POINT (FBC-R613.8) MAX. WINDER DEPTH = 12" IN5TA1_L APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THF SURFACE OF THE EXTERIOR WALL FINISH OR WATER OHAND RAIN-- FBC R311.5.6 & R3121 RESISTIVE BARRIER. WINDOWS SHALL BE `�EALF:D WITH MIN. STAIR HANDRAIL HEIGHT = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38"1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SFAI.-ED WITH A SEALANT MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 8613,8.1 HANDRAILS TO MEET REQUIREMENTS FORM 5) E �4�\A17C�FO MA /Y UGHOPE SI TYPE II RAILS FBC R311.5.6.3 FOR GRIP (FBC-R613.8.2) SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL- PROVIDE FOR R311.5.6.2 CON fINUITY A WINDOW PFRIMFTER SEALANT JOINT A MAXIMUM OF 1/4" cv IN WIDTH n WALLS BACKING ONTO ATTIC: 8 6') �. MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS (FBC-N1102.ABC121 METHOD (FBC-N1101.A) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SPACE FROM UNCONDITIONED ATTIC SPACE FLOOR AREA (FBG -N1101.1.2.2) SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, INSFAI.LED WINDOWS SHALL HAVE�PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO ALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA RE CONTAINED IN THE & CEILING BETWEEN GARAGE AND LIVING- ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. OWALL SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) - 0.85 5/8" TYPE "X" DRYWALL ON CEILING Of PASS RATIO. (F8C-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THF DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC 10 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 IN TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. 11 (WHERE.. NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF S FLID 10 OUTSIDE CLOTHES DRYERFBC--M1502 _VENT A THIN. FACE OF EXTERIOR SHEG 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES i/S„ CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM OR SIDING) ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND - - 1_0A' INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. ATTIC ACCESS(Fec,-Rloo1 13 ATTIC ACCESS HATCH 22°x30" WITH WEATHER - 50LIARE- FOOTAGE CALCULATIONS ARF STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXIERIOR SURFACE OF X 30" VERT. HEIGHT, ALLOW 30" HEADROOM INr CEMENTITIOUS F1Nl.SH, MA 70NRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID OR SIDING (PER ELEVA TION) AS OUTLINED INSULATION BACKING. IN AMERICAN NA TIONAL STANDARDS INSTI TL_l TE INC. ANSI x'765 - 200,3) 9 2'- 8 102, TYPICAL FOR ALL SHELVES & LEDGES `r 5/8" PTU. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER 0 It TRIM BIDS. OVER ALL. PI D. \ 1 s PINE SHELVES _ 48" RECEPTACLE FOR CELL PHONE RECHARGER 0 COATHOOKS ON r 3/4"x7-1/2" PTD. _tj PINE LEDGER BD. FOYER AR STOP & DROP AREA CALCULATIONS (ANSI] ELEV. 'B' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF 5.1 B i CD C/ Qz•C*Q Co L -I EW - va Cn m . 0 ~cc Q I 0 M _ 'j, O� WZ 4 cD 5ID -7 Z E > L�iJ �P�4 0 � 0 LTJ O LLJ CQ O F__ �0 W C\2 d u 0 � w7 W ��- W � I II IIS p F- U F- 5.1 B C/ L -I 0 M 00 � 5ID -7 > L�iJ ~ J 0 LTJ LLJ � U W � 0 II IIS p F- U F- - CL :2 __j DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. . . JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 5.1 B VARIES 7" 3„ 4., STT �. N � ^ 10 WIDTH N 7 WIDII'I SMOOTH F INISHFD WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER VARIES �7 7 3"4 10" WIDTH 7" WIDTH _ SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- D" L rn _ _ I f7 U I cv II � �` l'-6" 13'1 1444„ 3/� RECESS—� SCALE 2_:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE THICK CMU 'DIA. CONDUIT TO JN THROUGH JLLOW CORE OR NDER BLOCKS 144„ Ir Ir 4 3/4" RECESS - 24"x60" PREFORMED STUCCO PANEL SHUTTERS J, ro f+7 I - cv I � 1n I cv 310 13 14`4„ 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS ALJ L Fj E__T SECTION AT METER NICHE 7/8" STUCCO PLASTER FINISH (2nd FL TYP.) PROVIDE CONTROL JOINT @ PARTY WALL PROVIDE CONTR JOINT ' * .... 48 x51 . 6" WIDE SCORED 72"x96" WINDOW SURROUND PATIO W/ SMOOTH STUCCO _.- DOOR PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP., ` 6" WIDE SCORED DOOR SURROUND W/-., - -- SMOOTH STUCCO ' PLASTER (TYP) II 71 FF -71 . 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x63" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL.) 1"x6" RAISED STUCCO PLASTER— SILL TRIM W/ SMOOTH FINISH GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SO. RT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 B 99 1/4" = 19-0" a Kvur r,�ir K ti' PORCH ROOF GUTTER DRAINED TO STORM WATER DOUBLE BAND E4 WALKWAY' 'B' TTERS E5 ENTRY JOININ-G-1 UNIT ELEV 1/4 l'-0 99 VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1%7" RAISED STUCCO PLASTER HEADER TRIP W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIFZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) PRECAST STUCK -ON STONE VENEER 6:12 GUTTER DRAINED TO PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) -� 0 I �� h FIN. SECOND 7,1_00� GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER tbP OR WIND DD W I c� c_, 00I 1/2" STUCCO PLASTER FINISH (Ground FI. TYr.I� GROUND FLO01 FIN. GRADE GLASS AREA ON FRONT ELEVATION 'B'= 51.13 SQ. RT, FRONT ELEVA r f ION 99 B 99 1/4" = 13-0" CUTTER DRAINED TO '�" ° " A ° " " "� PORCH ROOF ------ �7 DOWNSPOUT �_.. W PORCH ROOF GUTTER O DRAINED TO STORM '� 00 WATER ... 1"x6" RAISED STUCCO PLASTER TRIM BAND W SMOOTH FINISH W 1/2" STUCCO - - PLASTER FINISH .. : (Ground FI. TYP.):.27 " i 16"x63" . x 6_3 W .;... PREFORMED cnU STUCCO PANEL W LJ SHUTTERS (SEE r` [)f <0c� n J I I ,..•. • . - . DETAIL) DRAWN QUADR AT/TJF J TJF DWG.No. _ — JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 PI FCTRIC KAFTFR PRECAST STUCK -ON STONE VENEER (j� 3) ENTRY E 6 --' 99 99 GTARAGE E LEV W E� �7 Z W O 0 M 00 W W :2 `— J 091 LTJ W cnU W r` [)f <0c� n J DESIGN DRAWN SHT OF 5.2B E� �7 cn W 0 M 00 OJJ W :2 `— J 091 LTJ W [)f <0c� n J DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. _ — JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF 5.2B TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR Tno rW 1A/l NlnO\A/ a� 00 FIN. GROUND FLOOR SLAB FIN. GRADE U/S OF FOOTING O 7 I � T(1P (1�7 PI ATP umuUIVu rLuuR Iu z)r-uuIVU rLUUrC 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACIUAI_ 16 TRFADS @ 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B) STAIR SEC"ITION. i @jj (1) L alow, W Q Z 0 n U Cn w 0 L I� �/1,, w O ., •� w o . O o•: ) N Z Z ul M ; � : Z * Q N �:� �O vJ a Z J j ��� * ,,1111�1 PRO ���� J �I, O LL- � 0 �' _ _C;co cn Qo E- ��` Zul O��wH z W �a W W L U 0M o� � Z i �� � : J ®� Li a c U �J Q O Lli O1— Q DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11__ 5,3B SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASLD ON GENERAL ALUMINUM COMPANY OF TEXAS, I -P. 2) FRAME MODULAR WINDOWS TO BL SERIES 1900SI-I OR 1970SIl WITH LOW E CLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -L GLASS OR LOUAL 4) RLI ER 10 LLLVA TIONS FOR MUNTIN PATTERN AND HEAD HLICHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) RF I LR 10 BUIL DERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 0 iLj n 0 i z LLJ v) (n zLd s w �_ o F-U� F J G ( Q D i L) T 72'-8" 6' 8" w o 13 LABEL z z PTD. WINDOW CASING COATHOOKS ON 1� w 2'-8" U) (n 1 4" R4 N F 3: 1 CJS 3'-0" 14 U I'l YES LJT 1 �._,. 3'-0" 3'-0" 6'-8" 14 - 4 W >- m J (j Z z S LLJ < Li 4 w 0 R w Q Z R4 45 MIN. YES o U U d n' � s INTERIOR DOOR 8' CLG. TYP. z Q 0 0 J � F- Li F T D = Q U) w _ z ¢w z z w 0 � o 7 w 0 _ 2' 4" s �0 R' � (4 AA] 2'-4" CW17) 2C)50 SH FRAME SINGLE HUNG 24 60" 244" 604' 10.00 NO 1 (W21) 1114 SH BLOCK SINGLE HUNG SINGLE HUNG 26�" 50j" 274" 505" 9.32 NO NO INTERIOR DOOR 9' CLG. TYP. W22 1H.5SH BLOCK 261' 63" 274" 634" 11.59 W3 (:2r) 1H6 SH BLOCK SINGI_F HUNG 264" 72" 274" 72" 13.25 NO 6'-8" W25 2438 SI I 2444 SH f RAME FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO rW26 SINGLE HUNG 28" 52" 284" 524" 10.11 NO W27 C) 2450 SH 24 SH FRAME BLOCK BLOCK BLOCK SINGI_F HUNG 28" 60" 284" 604" 11.67 NO CWS SINGLE HUNG 37" 50j" 374" 50j" 13.01 NO CWS') 25 SH 26 S11 SINGLE HUNG 37" 63" 374" 63" 16.19 YES C5) SINGLE HUNG 37" 72" 374" 72" 18.50 YES W54 2440 SLI FRAME FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH SINGLE HUNG 36" 48" 364" 484" 12.00 NO (W`)� 3050 SH 1 RAVE FRAME SINGE E HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH SINGLE HUNG 36" 72" 364" 724" 18.00 YES 48x50 SH BLOCK SINGLE HUNG 484" 16.88 NO YES (W`a) 48" 50j" 50j" W92 C�> 48x6 5 SH 48x72 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 24.00 CW_ 83 BLOCK SINGLE HUNG 48" 72" 484" 72" YES FRAME W95 4040 SIT 4050 SH SINGLE HUNG 48" 48" 484" 484" 16.00 NO YES FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) -- 'I -- '".- -- ­ -- I ---- --J DOOf SCHEDULE NOTE`: 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) ALI INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER w 0 iLj n 0 i z LLJ v) (n zLd s w �_ o F-U� F J G ( Q CY _ J w o �_-_) W F O c v1 r U> w w O C1 D `= L Z w U) Z T 72'-8" 6' 8" 1 4" R4 13 LABEL YES FOR 1 HR RATED WALLS PTD. WINDOW CASING COATHOOKS ON 1� �> 2'-8" 8' 0" 6'-8" 1 4" R4 FOYER DATE • STOP & DROP (l� 3'-0" 14 R4 45 MIN. YES FOR 1 I -IR RATED WALLS 1 �._,. 3'-0" 3'-0" 6'-8" 14 R4 R4 ADD TRANSOM / ELEVATION (1 DD] 8'-0" 1 4" TLMP GLASS FRENCH 18 LT (I L) 3'- 0" 8' -0" 6'- 8" -1 4" R4 45 MIN. YES FOR 1 HR RA LED WALLS (2) 2'-8" 2' 8" 1 INTERIOR DOOR 8' CLG. TYP. <� 8'- 0 1 INTERIOR DOOR 9' CLG. TYP. (3) 2'-6" 6'-8" 8'-0" 1 1 �" - INFERIOR DOOR 8' CLG. TYP. 2'-6" INTERIOR DOOR 9' CLG. TYP. (.) 2' 4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. (4 AA] 2'-4" 8'-0" 1 INTERIOR DOOR 9' CI G. TYP. (5� 2'-0" 6' 8" 1 INTERIOR DOOR 8' CLG. TYP. 2'- 0" 8' 0" INTERIOR DOOR 9' CLG. TYP. 1 C6) 2' 2" 2'-2" 6' -8" 8'---0" 1 INTERIOR DOOR 8' CI C. TYP. INTERIOR DOOR 9' CLG. TYP. 1 /) 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. (7/) 1'-6" 8'-0" 1 " INTERIOR DOOR 9' CLG. IYP. 21'-0" 5'-4" 10' _ 0„ 5, 8„ PATIO 10'-0"x 8'-0" CONCRETE 43 2 3 5 y� u�ic0 0 6080PATIO DOOR W98 Lo HIGH FG. N WINDOW GATHERING ROOM N�7100 w 2 � 00 I I� 42" HIGH KNEEWALL W/ 316" �„ PTD. PINE CAPPED 178,> W98 2'-616 7'-1" 3'-4" 5'-6" 8 HIGH FG. WINDOW A. PASS THRU A. - - LECTRIC ~ --- TIN �Ir� r---� - ME�fER o Ln 1 i r,100A NICHE N Y J s y FOYER U `t_ TILE O� __� C) r r IN 12'-116 m a o �Li~ 1D I- LTJ r1N <u0 w�� KITCHEN row .._ ._.. N c, U J I of W22_ oo` --- - A w L J r T- -, FRESH BREAKFAST aAR o u Cr m s, z Cr w o -D(n 3„ R - -- - �o� L ----1 16--__VS'_.o» SEE DRAWINGS BY CABINET PAN. (� MFR FOR z UP 178 KITCHEN CABcc ELEVATIONS Ln c� 6 W92 Ln � cD MIRROR DINING ROOM PW - TI W - 7 TILE rl TILE 32» _ c DOOR i -Ico 313' n,3-' O - 3„ 5„ 16 3,_ „ �,-1� N 9'-108 8 --- ----- -- 10 STORAGE --LCRA �UTUREI "' ----- TF-7HWT / E 1„ T ff» __ CE TNG - 1' 5,_1„ 1, 7„ 7„ PROVIDE S3 68 - - - 5/8"TYPE "X„ --- - - - - ALL r I� UNDER STAIRS�) 11>> ELECTRIC 78 y- 2 -916 3'-5" 3'-1" PANEL J N LOC. SEE - � (-)0'-4 SHT E5.1w a - - - - Li TEMPORARY -v- TIS r SIN I 3: SALES o iw o _ OFFICE i� I �r) � T 0 m 00 I� S3 3 Ill 8'- 611 61" -8" w 9'-98„ ��N _. IJ S2 _ rnN TIN I n, � uj100 I` r`In0 r. (D 2'-4 X1001 16'0"x7'0" O.H. DOOR 16'-0" 21'-0" 2'-$" FIRST FLOOR PLAN. LINE OF SYNIIJLTIC STONE WAINSCOT 0 I i �N in I 5'-4" 1/4>> = 1,_0„ (� HALLWAY \1 ART NICHE TEMPERED GLASS W2LABOVE TUB im� 4'-1" & LEDGES --- ELEV. 'B' 5 8" PTD. PINE SHELF 698 SF OPTIONAL CANNED SUPPORTED ON 5/8"x2" 1001 SF LIGHT PTD. PINE CLEATS & 1699 SF 5/8"x2" FRONT VALANCE' 13 SF PROVIDE 1/4"x1" PTD. 430 SF DOOR STOP PERIMETER 2142 SF PROVIDE 1/4"x1" PTD. DOOR TRIM BIDS. OVER ALL - _ STOP PERIMETER TRIM BOARDS PTD, PINE SHELVES o OVER PTD. PINE LEDGE T 48" RECEPTACLE FOR AT/TJF 5/8" PTD. PINE LEDGE W/ 1" CELL PHONE PROJECTION RECHARGER PTD. WINDOW CASING COATHOOKS ON 1� JOB No. 3/4"x7-1/2" PTD. PTD. BASE BOARD PINE LEDGER BD. AS NOTED FOYER DATE • STOP & DROP LLJ H- CONSTRUCTIQ,11 NOTES (Unless Otherwise N_Qttd� UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'C & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVINGRANGE HOOD VENT (FBC-M1503) 15 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICAILQNS _� _ MICROWAVES LOCATED ABOVE A COOKING - /- - �' " '- ` i'` \ _� APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) c R AND FLOOR TRUSSES OCEMENTITIOUS FINISH \ 16 3/4" T&SUB-FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS 1 FIO TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOUR TR COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE U T STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING ACCORDANCE. HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA SCSI. (1/4')) PANEL TYPE UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL Z 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 ON RET �--- IS LESS THAN 3'-0"CEMENT1a CONCRETE BL�C`K CONSTRUCTION _ - FINISHED ITEXTURE SCOATING PER BUILDERS 18 GROUND FLO_MAaOR R ARTY WALL FROM TOP OF U SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED Cn COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905, FBC TABLE 720.1(2) LLJ 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 IHAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" F.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING @ 24" O.C. BLOCK. FI -FOIL AA -2 V{\POR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SY`2TEM 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, 10 UNDERSIDE OF ROOF bl_LRIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 & 16" O.C. SPEC. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTI-OR 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 �\ EXPOSED FLOOR ;fQ EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE *� PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA, FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION „ UNCONDITIONED SPACES (FBC-N1104.ABC.1,2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE a W APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT SAVE AND HALF O WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS i OATTIC OVER LIVING SPACE PROVIDE R30 BATT/ BLOWN INSULATION AND1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH \\\ Q�' �3�A, /O � �W / 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 ':(�` •°•...� Hv�j -�Z Z \-/ INTERIOR STAIRS- SITE -BUILT FBC 2007 R702.4.2 ?\' .'' a %�< " / 8.311.5 � /��_/\. �:'��__•'� /`� ;,; Il 6.•'. � r 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. �1J © Q WINDOW GENERAL N _� AT BASE) EQUALLY SPACED & ANCHORED J Z TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES O : Z "` Q STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) - W _j MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED '^ 2.) 'T'READS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM •� /�� J O DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE r •'•. ' * �/ \� WINDOW = 5.0 Sq. Ft. �' ` • +.'.••''¢O�(\\°►\ LL - 3.) i 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GUILD AND NAILED, WINDOW NIHEIGHT 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 THAN 25" OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" .. MAX. RISER = 1 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) �. FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE Cl EAR 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 U -� MIN. STAIR WIDTH = S-0" [i] r - MIN. CLEAR STAIR WIDTH = 31 1 /2"CQ 3) FIXED GI.ASS REQUIREMENTS (FBC-R613.2) FOR WINDER S [AIR FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" Z 12" FROM INSIDE EDGE - ��N --�vrl �V� �� ~'Y W MIN. WINDER READ MEASURED = 6" 4.) FLASHING SEALANTS AND WEATHERSTRIPPING. / E- AT ANY POINT (FBC-R613.8) �► ,., {1' .-+ MAX. WINDER DEPTH 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT U [� Q U) OJ ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE / l O Q C. CD HAND RAIL - F_IC 8311.5.6 & 8312.1 SURFACE OF THE EXTERIOR WALL FINISH OR WATER C I"'i � N W CCC. `- RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH -` E- En 7 MIN. STAIR HANDRAIL HEIGHT = 34"MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WI TESTING AND PERFORMANCE CLASS 25 OR Q x O a MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. Z�' MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND E-+ FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT C C1) W W MAXIMUM 4" BETWEEN PICKETS. ` COMPLYING WITH FBC2007 8613.8.1 : ,- Q Z O HANDRAILS TO MEET REQUIREMENTS FOR -E-5) MA�36lA4 -7-& RAN -Cf F MA. RY ROUGH OPENTNO SIZw O x TYPE II RAILS FBC 8311.5.6.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) 0 C/ ; a TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE. FOR --tR311.5.6.2 CONTINUITY N WIDTH PERIMETER SEALANT JOINT A MAXIMUM OF 1/4' E� WO � N a WALLS BACKING ONTO ATTIC ~ U 8(FBC-N1102.A6C.1.2) 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS Q WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) TOTAL WINDOW AREA SHALL NOT EXCEED '16% OF TOTAL ~ SPACE FROM UNCONDITIONED ATTIC SPACE 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 SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE p LIVINGWALL & CEILING BET FPN QARAGF AND ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. 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 NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN, R-11 IN WAILS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & SIRUCTURALLY SUPPORT ALL DIMENSION & AREA NOTL,S JOINTS IN ORDER TO BE GAS AND FUME - TIGHT. - FOR C.M. U. WALL 5, All DIMENSIONS fl DOOR FROM GARAGE TO HOUSE ARE MEAStIRLD FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRK UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W1 DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISfI FOR SIDING OR CSO 11 PRECAST CONCRETE STEP OR WOOD STEP 0E-MFNT/TIOLIS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR LXTERIOR STUD WALLS, ALI V) ILjQ RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OU750L CLOTHES DRYER_ VENT FBC-M1502) FACE OF EXTERIOR .SHEA THING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 7118" CEMENTITIOLJS F%NISI1 0 0 1U'-0" FROM A/C CONDENSER. MIN. .36' FROMf10 ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) ][ (-- DAMPER MAX, 25' DUCT i_ENGTH. 45' BEND = - FOR INTERIOR STUD WALLS' ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM 7' FACE OF STUD TO FACE OF STUD. ATTIC ACCESS (FBC-81001) � LJLI i 13 ATTIC ACCESS HATCH 22°x30" WITH WEATHER - SOUARE FOOTAGE CALCULATIONS ARE Ld ® -J STRIPPING INTO ANY Al TIC EXCEEDING 30 S.E. MEA.S'.IRED TO F_XTERIOR SURFACE OF LpJ X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN CEMENT/TIOLI.S FINISH, MASONRY VENEER, ATTIC TI HATCH LOCATION. (R-30) RIGID OR SIDING PER ELEVATION AS OUTLINED INSULATION BACKING. ( % IN AMERICAN NA TONAL STANDARDS = I o INSTITUTE INC.. (ANSI 171765-,2005) ___ 3 - 8 - -IN lo SIN DRYWALL KNLEWAI. L N KKITCHFN C FLUSH BREAKFAST 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�jCi Z 13 SF GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2142 SF �-' � Q La -1 JLn VIPD- []:� Q Q C� n :2 I -- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF 6.1 d RIDGE LINES VARY WITH UNIT PAIRING RECESSED CANNED LIGHTS IN SOFFIT 6"WIDE 08 1/2" HIGH x 18 PROD. PTD. POLYURETHANE BRACKET NO. 131_2955 BY SPECTIS OR EQUAL (TYP.) 1'-6" SIGNAGE BY OWNER 7" 3/4" RFCES SCAILF 2:1 18"x63- PREFORMED STUCCO PANEL SHUTTERS SIDE ELEVATION B 55 99 1/4 „ = 1,_09 � UPGRADE CORNER WIDER GARAGE W/ SALES CENTRE VARIES CANVAS CL r N 7" AWNING SCALE 2:1 of qt 10" WIDTH 7" WIDTH o z SMOOTH FINISHLD WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER Z 5"x3" PREFORMED STUCCO �.. O z E- Z v� WATER TABLE (:>E L DETAIL) a 0 c d o PRECAST STUCK -ON W c", O U - STONE VENEER - - 1'-6" SIGNAGE BY OWNER 7" 3/4" RFCES SCAILF 2:1 18"x63- PREFORMED STUCCO PANEL SHUTTERS SIDE ELEVATION B 55 99 1/4 „ = 1,_09 � UPGRADE CORNER WIDER GARAGE W/ SALES CENTRE ALTERNATE LOCATION FOR ELECTRIC METER NICHE IF LOCA1-ION ON LEFT SIDE OF GARAGE IS NOT SUITABLE. 1/2" STUCCO PLASTER FINISH r` (Ground FI. TYP.) ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR I o INDER BLOCKS I ib E L1E�" M E T E R \� f/ SECTI®N AT METER NICHE FIN. GRA RIDGE LINE WHEN PAIRED W/ TH02 6:12 RECESSED 1"x6" RAISED STUCCO CANNED PLASTER FRIEZE TRIM LIGHTS IN W/ SMOOTH FINISH (TYP) SOFFIT 6:12 /lam T•. '1 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM 0 � C) 28 44 - W/ SMOOTH FINISH (TYP) ao oa '..... 1%6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 6"WIDE x18 112" HIGH x 18 1 /2" PROJ. PTD. POLYURETHANE • 'I BRACKET NO. BL2955 . ,... •., :..• .... BY SPE CTIS OR EQUAL Z- ---- (TYP.) -- ❑ ED ■ ■■ l' 1INI STUCCO PLA`-aTER ' """"-" FINISH (Ground 1-1_ TYP.) [M TH [10 ■1LAS RAISED STUCCO L 11 { PLASTER TRIM BAND W/ { SMOOTH f INISH 5"x3" PRE FORMED STUCCO - -- - - WATER TABLE (SEF DETAIL) - PRECAST STUCK -ON Tu 7m m m 119 H fm 11H S70NL VENEER W H— Q VARIES �r� CL r N 7" 3",4" SCALE 2:1 of qt 10" WIDTH 7" WIDTH o z SMOOTH FINISHLD WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER ALTERNATE LOCATION FOR ELECTRIC METER NICHE IF LOCA1-ION ON LEFT SIDE OF GARAGE IS NOT SUITABLE. 1/2" STUCCO PLASTER FINISH r` (Ground FI. TYP.) ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR I o INDER BLOCKS I ib E L1E�" M E T E R \� f/ SECTI®N AT METER NICHE FIN. GRA RIDGE LINE WHEN PAIRED W/ TH02 6:12 RECESSED 1"x6" RAISED STUCCO CANNED PLASTER FRIEZE TRIM LIGHTS IN W/ SMOOTH FINISH (TYP) SOFFIT 6:12 /lam T•. '1 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM 0 � C) 28 44 - W/ SMOOTH FINISH (TYP) ao oa '..... 1%6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 6"WIDE x18 112" HIGH x 18 1 /2" PROJ. PTD. POLYURETHANE • 'I BRACKET NO. BL2955 . ,... •., :..• .... BY SPE CTIS OR EQUAL Z- ---- (TYP.) -- ❑ ED ■ ■■ l' 1INI STUCCO PLA`-aTER ' """"-" FINISH (Ground 1-1_ TYP.) [M TH [10 ■1LAS RAISED STUCCO L 11 { PLASTER TRIM BAND W/ { SMOOTH f INISH 5"x3" PRE FORMED STUCCO - -- - - WATER TABLE (SEF DETAIL) - PRECAST STUCK -ON Tu 7m m m 119 H fm 11H S70NL VENEER W H— Q GLASS AREA ON FRONT ELEVATION 'B'= 42.00 SO. FT. ,55 z� FRONT ELEVATION n. Z 0 RIDGE LINE WHLN r PAIRED W/ TH02 l LLJ 6:12 _j � �J ♦— z 20 �— o LLJ 7- L�-�I ILJ GLASS AREA ON REAR ELEVATION FOR 'A'- 127.92 SQ, FT INCLUDES PPO WINDOW FOR BATH OASIS REAR ELEVATION "B" �r� CL r N % m of qt .• ••. �y -; o z o LL d'_ Z �.. O z E- Z v� a 0 c d o W c", O U GLASS AREA ON FRONT ELEVATION 'B'= 42.00 SO. FT. ,55 z� FRONT ELEVATION n. Z 0 RIDGE LINE WHLN r PAIRED W/ TH02 l LLJ 6:12 _j � �J ♦— z 20 �— o LLJ 7- L�-�I ILJ GLASS AREA ON REAR ELEVATION FOR 'A'- 127.92 SQ, FT INCLUDES PPO WINDOW FOR BATH OASIS REAR ELEVATION "B" SHT OF �o Wz�o� Q� owe m C~ Q cc F C) F" U) N 1:4 LJLJ zF" z ill E- Z O c d N 0.4� W c", O U SHT OF C, a 2� m I r_ LJLJ -7 00 V) 3: LLJ L.d .2 d L_LJ 0 n Q LJ U �Ln LLJ< 0 ®F— Q CL DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF 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 LAW ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/in' 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 CQVER) DL = 20 PSF TILE TYPE ROOF COVER)) DL = 14 PSF AT DORMER OVER -FRAMING BOTTOM CHORD : DL = 10 PSF WIND LOAD : SEE DESIGN REQUIREMENTS 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND. 2. STRAPS CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS CONNECTORS w/STRAPS CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4, METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT // DRILL &LEPDXYAw/ SI PSON WASHERET EPDXY 0 5S MAY BE ' IMIN LO 1EMBED. BOLTS w/ WASHERS. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. AK LOU'O�H TOWNHOM S 6 UNIT BUILDINU all cz B'JIL�I1�1G7T 3 INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 - 25.8 GENERAL + 21.8 + 21.8 GARAGE DOOR - 24.3 - 24.3 DETAILS REF. STANDARD ASCE -1-05 WIND SPEED (3 SEC. GUST) 120 m p.h. DESIGN FFMSSUFEs AS NOTED END ZONE MID ZONE OPENING; TYPE ZONE 5 ZONE 4 DOORS E + 25.9 + 25.9 WINDOWS - 34.7 - 28.1 8'-0" x 1'-0" + 22.8 + 22.8 GARAGE DOOR - 25.8 - 25.8 16'-0" x -1'-0" + 21.8 + 21.8 GARAGE DOOR - 24.3 - 24.3 MINIMUM DESIGN PRESSURES BASED ON: REF. STANDARD ASCE -1-05 WIND SPEED (3 SEC. GUST) 120 m p.h. EXPOSURE CATEGORY 15 BUfLDING TYPE CLOSED Z; W Q W N W 0 Z a D F- U D w 'F- V I V) v - W � r 0� V) Z w.0 �0J 0 ~ 0 Z U Q �QQ� J m DESIGN ra CHECKED DWG.No. JOB No. a SCALE z 0 L0 W L) A � � d�z� zo41t r �A� E-4 cn cn Z pa qrsw o o x ca � z PQ 0 U � DRAWN WMR LA CFG 2110846 AS NOTED DATE 06/15/11 y si SHT s 122'-0" FOUNDATION PLAN 1/8"= 1'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC 2007 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND 0 EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 6-4 �Aooa � 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. w02 5. EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. FOOTING SCHEDULE_ lO 24"44"x 12" DP w/ 08'5 6 6" O.G. EACH WAY SYM50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL 5E 1'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. r INDICATES 45• CORNER 5LOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. OR w Q 0 Z O_ C) V) W 0 W QO� z 0 Azow ' r - v6 z E O w W I z 0 z 0 m cti �Hz,- 6-4 �Aooa � M E -w Lao z w02 O o 1 V W � 0� V) 3. ZF— . w 0 0 J 0 �-0� �JZ � W rDESIGN 0 CHECKED v� DWG.No. JOB No. SCALE DATE DRAWN WMR LA CFG 2110846 AS NOTED 06/15/11 6 If 110WEL PLACEMENT PL-1\1� 1/8"=1'-0" �o SYM50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 45 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 1'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 41 INDICATES 45° CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. ■ 10'-0" • n 20'-0" ■ n W -a.. ._6. 11_0" 20'-0" ��� L_9, 6•_D" 4'41" a,_a.. m 20'-0" 2•-��' L_l0" ��_®�� V-1, 6,_a.. 2'_4'• 21'-0" A CHECKED W DWG.No. •• �� JOB No. .w dor . " © .eL -= Gq U AS NOTED W DATE 06/15/11 J _O c- cn S3 R SHT "r U (n W ■ r r v r ■ ,i o a N ., m a � 4 " c nA s� 9 Y f m s m W.C. '-4" 4'-4" '-1 16'-0"-1' '-7 6'-0" I' -l0" I'-10" 6'-6" 4'_a, 110WEL PLACEMENT PL-1\1� 1/8"=1'-0" �o SYM50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 45 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 1'-4" O.G. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 41 INDICATES 45° CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. �lid',!IIIIwI DESIGN W WMR a G n z A CHECKED W DWG.No. •• �� JOB No. .w dor . " © .eL -= Gq U AS NOTED W DATE 06/15/11 J _O c- cn S3 R SHT U (n W �lid',!IIIIwI CI] v z M W W U o Q x J o 5 W a J H W LLJ a ~ W = O d z 0 W v- 0 �zV) � w�0 � O UM —1z �— L � CL O cn Wz�o� EO z w~ O w r I w U a z0--4 o m iA CS aEnaz �Axoa � LO `, z��car w u Ilk 0 z�w�� O U C�2 DESIGN W WMR a G n A CHECKED W DWG.No. •• �� JOB No. .w dor . " © .eL -= Gq U AS NOTED W DATE 06/15/11 J cn S3 R SHT CI] v z M W W U o Q x J o 5 W a J H W LLJ a ~ W = O d z 0 W v- 0 �zV) � w�0 � O UM —1z �— L � CL O cn Wz�o� EO z w~ O w r I w U a z0--4 o m iA CS aEnaz �Axoa � LO `, z��car w u Ilk 0 z�w�� O U C�2 LA DESIGN DRAWN WMR A CHECKED CFG DWG.No. 21108.46 JOB No. SCALE AS NOTED DATE 06/15/11 cn S3 R SHT LA CONNECTOR LEGEND COLUMN SCHEDULE O(2) HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU 2x4 SYP #2 BUILT UP STUD COLUMN O(3) BLOCK 2x4 SYP #2 BUILT UP STUD COLUMN OC 4x4 PT SYP #2 COLUMN OD (4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 13 2x8 SYP #2 BUILT UP STUD COLUMN O(3) (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 2x6 SYP #2 BUILT UP STUD COLUMN CONNECTOR LEGEND 17 (1) META16 FLOOR TRUSS TO CMU lfd HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU TAG HEADER FASTENERS (U.N.O.) IA. END OF HEADER 2X10 AND TO BLOCK HTT4 w/ 5/8 ATR, TO INVERTED HTT16, 2nd FLOOR ❑ HTS16 I) 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 IZ HUC210-2 H2X8 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING STUD TO HDR 01 EA.INEND 2 4❑ w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X10 EPDXY MIN. 5" EMBED STUD TO HDR 0 EA. END 2 1�/�••1"••��t4�ay� (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 STUD TO HDR 0 EA. END 2 Pol HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED v LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW Q8 HU210-2 17 SUL26, TRUSS TO LEDGER 9❑ (2) HTS16 TRUSS TO COLUMN OR TO HEADER Ig SUR26, TRUSS TO LEDGER TRUSS PER PL CONNE( PER PL (2) 2X 1/2" f lst FLOOR FRAMING PLAN 1/8 99= /8"=1'-0" HEADER SCHEDULE MSTAM36 BENT 90 DEG. OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) IA. END OF HEADER 2X10 AND TO BLOCK U.N.O. GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR (2) 2X6's w/ (6) 16d END NAIL KING J H2X6 1/2" SPACER STUD TO HDR 0 EA. END 1 Q (2) 2X8's w/ OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x o H2X8 1/2 SPACER STUD TO HDR 01 EA.INEND 2 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN (2) 2X1O's w/ (10) 16d END NAIL KING .••• !vim �'' H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 1�/�••1"••��t4�ay� (2) 2x12's w/ (10) 16d END NAIL KING H2X12 1/2" SPACER STUD TO HDR 0 EA. END 2 O ENTRY BEAM DETAIL 1 1/2"=1'-m" 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 (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL INDICATES BEARING FRAME WALL 2x's 016" O.C. 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS 0 16" O.C— FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPCONS 0 12" O.C. CMU WALL PER PLAN O E1'E5ROUJ DETAIL 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. 2X4 FRAMING OR PRE -ENG. TRUSSES 0 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4) 10d NAILS FOR CONY. FRAMED MEM. ONLY 2X6 FACIA 3/4" =1' -m" 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. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN." PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 0 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD Ld Q 0 F- ry U co LTJ 0 Ld ry USED FOR UPLIFT & SHEAR RESISTANCE.r- d. O Z 04 A' ACS W ;• — O USED FOR UPLIFT & SHEAR RESISTANCE.r- p +` ''� •�'"• ti �: Q Z ;• 0d0•: 0 NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS' GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR Q J SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE : 2 Q 0- O Q UM OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x o i 4J;' cocn CONNECTION NOTES: 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN x IS- •.. .••• !vim �'' ALL TRUSS/BEAM TO MASONRY CONNECTORS J NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT'%�� 0 24" O.C. MAX. 1�/�••1"••��t4�ay� TO BE SIMPSON META16 (WITH A TSS IF THE 3 TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY W/ SIMPSON H4 TO FRAMING IS NOT EQUIPPED WITH A MOISTURE Ld F- V TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED s 0 ., GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE Q UM WITH ASTM A 153. 2X4 FRAMING OR CONNECTION NOTES: 0 PRE -ENG. TRUSSES ALL TRUSS/BEAM TO MASONRY CONNECTORS J Z 0 24" O.C. MAX. TO BE SIMPSON META16 (WITH A TSS IF THE Q !! ^^ W/ SIMPSON H4 TO FRAMING IS NOT EQUIPPED WITH A MOISTURE Ld F- V BARRIER), U.N.O. v z Y ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE Q SIMPSON H2.5T U.N.O. Z) ROOF SHEATHING ia w ATTACH TRUSSES WITH AN 8" RAISED HEEL TO M m Q 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 tX DESIGN ALL TRUSS TO TRUSS CONNECTIONS TO BE USE (4) 10d NAILS 0-0 SPECIFIED BY TRUSS MANUFACTURER U.N.O. x ra CHECKED CFG MEM. ONLY ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS DWG.No. CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE JOB J 0 OF THE WALL, U.N.O. a 0 SIMPSON H2.5A MAY BE USED ON CORNER (- JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR w OMITTED STRAPS: N v MISSED META -16 LINTEL STRAPS FOR MASONRY o r 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: (0 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE W I LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT a� TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN rA 0 e- FBC 2007 EDITION SECTION R806 _ 4• ROOF VENT AREA FORMULA: Z V) SQ. FT. OF CLG_ AREA OF FREE VENTILATION REQ'D.per, 150* (n � F- a LL1 0 * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE -'� "%Z0 J 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS 0 16" O.C.- FLOOR SYSTEM AND CON. PER PLAN 2X4 SCABBED TO TRUSS VERTICAL w/ (2) 10d 0 3" O.C. ATTACH 2X4 LEDGER TO SCAB w/(4) 10d NAILS O EYEBROW DETAIL DRAWN SCALE AS NOTED 2X6 FACIA DATE 06/15/11 y S4 3/41121 SHT LA s 0 ., UM 2X4 FRAMING OR 0 0 PRE -ENG. TRUSSES J Z 0 24" O.C. MAX. () Q Q W/ SIMPSON H4 TO (r Ld F- LL.I LEDGER � Y J — Q Q Z) ROOF SHEATHING ia w m FASTEN PER PLAN Q_ tX DESIGN USE (4) 10d NAILS 0-0 WMR FOR CONV. FRAMED ra CHECKED CFG MEM. ONLY DWG.No. 2110846 JOB No. DRAWN SCALE AS NOTED 2X6 FACIA DATE 06/15/11 y S4 3/41121 SHT LA CONNECTOR LEGEND D (1) META16 FLOOR TRUSS TO CMU 1m HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU TAG HEADER FASTENERS (U.N.O.) IA. END OF HEADER UP STUD COLUMN HTS16 11 HTT4 w 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK SYP (2) 2X6's w/ T IKING SOLID IN FLOOR BETWEEN COLUMNS Fil LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 F4] LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X$ EPDXY MIN. 5" EMBED STUD TO HDR 0 EA. END 2 5❑ (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 H2X10 DRILL & EPDXY w SIMPSON SET EPDXY STUD HDR C�ND 2 ❑r HUC410 BEAM TO B/U COLUMN15 16d END NAIL KING HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED F-11 LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW ❑8 HU210-2 ri SUL26, TRUSS TO LEDGER (2) HTS16 TRUSS TO COLUMN OR TO HEADERlg SUR26, TRUSS TO LEDGER 1/8"=1'-0" HEADER SCHEDULE COLUMN SCHEDULE <3> OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) IA. END OF HEADER UP STUD COLUMN O(3) U.N.O. SYP (2) 2X6's w/ T IKING UP STUD COLUMN H2X6 1/2" SPACER 6 STUD 0 HDR ® EA END 1 #2 (2) 2X8's w/ (8) 16d END NAIL KING H2X$ 1/2" SPACER STUD TO HDR 0 EA. END 2 UP STUD COLUMN (2) 2X10's w/ 16d END AIL KING 2x8 H2X10 1/2 SPACER STUD HDR C�ND 2 < I > (2) 202's w/1(10) 16d END NAIL KING SYP #2 1/2" SPACER STUD TO HDR ® EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *— HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's ®16" O.C. (2) 2X10 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (5) 10d ® = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (3) ROWS OF 10d NAILS CSP 6" O.C. PER ROW, STAGGERED 3" 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. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. "' PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE—TO—FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 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 a 0 O'• Ji uj Z ®. 4 �_' : 0 z• . •es. w.e• 10 %r mi 0 0 LL. C I V) W � o� (AZ � w�0 0 J 0 0 C� JZ U Q � HW� Z 0 F— Fy U (A W 0 z O A � � C mzu) w �3 H z , 0Uoa Zo E-+ m -4 EA z •-. adooao Env Z d m pq Eq W O�ok ozo H o �c� DESIGN DRAWN c' WMR LA CHECKED CFG DWG.No. 2110846 E COLUMN SCHEDULE <3> (2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN < I > (3) 2x6 SYP #2 BUILT UP STUD COLUMN a 0 O'• Ji uj Z ®. 4 �_' : 0 z• . •es. w.e• 10 %r mi 0 0 LL. C I V) W � o� (AZ � w�0 0 J 0 0 C� JZ U Q � HW� Z 0 F— Fy U (A W 0 z O A � � C mzu) w �3 H z , 0Uoa Zo E-+ m -4 EA z •-. adooao Env Z d m pq Eq W O�ok ozo H o �c� DESIGN DRAWN c' WMR LA CHECKED CFG DWG.No. 2110846 E JOB No. SCALE AS NOTED DATE -06/15/11 S5 SHT TYPE DESIGNATION U LX FX T_ LINTEL MARK - NOMINAL HEIGHT LE = FILLED WITH GROUT = UNFILLED ®D L•�I• iE L•flb L Lii<le L L•It"14 L� L6F14 GED 0 O ® 1136 17FJ6 � O LSFQ E I L- L!f!f #5 REBAR AT TOP ktm--wJ 0 MIN. (1) REQ'D °T'v -1/2" CLEAR a = y SOLID) a = C.M.U. 10; BELOW HAVE BEEN CALCULATED OR COMPILED QUALITY PRECAST CO., WEKIWA CONCRETE, FROM DATA FROM THE LOTT'S CONCRETE, AND GROUT MAN. #5 REBAR AT BOTTOM • • OF LINTEL CAVITY 6" DEEP BOTTOM REINFORCING 38" DEEP PROVIDED IN LINTEL 7-5/8°ACTUAL (VARIES) 8" NOMINAL WIDTH L1 ktm--wJ 0 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. L3F12 = L3F8) iEi LI'VTEL PLAN 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. E 1E LE 0 —Precast Lintel PRECAST LINTEL LOAD TABLE(COMPSITE W�1�#5 TOP & BOTTOM GROUT FILLED SOLID) LOADS LISTED CAST—CRETE, BELOW HAVE BEEN CALCULATED OR COMPILED QUALITY PRECAST CO., WEKIWA CONCRETE, FROM DATA FROM THE LOTT'S CONCRETE, AND FOLLOWING APPROVED 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 L3 2'-2" 3'-2" 2745 1384 3665 3665 X X X 2000 3166 1974 6039 4616 9004 7269 10000 9924 L4 4'-6" 1025 3960 2000 X 1060 2483 3913 5350 L5 5'-4" X X X X 1261 2653 4049 4849 L6 6'-2" 524 N/A X X 1055 2542 4029 5047 L8 8'-0" 340 N/A X X 635 1534 2436 3127 L9 9'-0" 293 N/A XX 483 1170 1857 2404 L10 10'-0" 212 N/A X X 483 1170 1857 2555 L11 L12 11'-0" 12'-0" 171 128 N/A N/A X X X X 488 419 1224 1053 1966 1692 2721 2341 L13 L14 12'-8" 13'-4" N/A N/A N/A N/A X X X X 419 334 1053 842 1692 1352 2341 1879 L16 16'-0" N/A N/A X X 272 611 988 1380 L18 18'-0" N/A N/A �N/A X X 240 611 1400 1980 L20 20'-0" 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 HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. L3F12 = L3F8) iEi LI'VTEL PLAN 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. E 1E LE 0 —Precast Lintel w a 0 z 0 U V) w D w jf l; w er li o N �/,/� �j� 9 • ` p L j Z s x LY % v i .�� CQ O• Co J Ads PR �4� 3 LL. it � R ItAltli� •I, z �o d. QCdzo� z � I zO�A� m z i 04 Ldt�l1AzOO�v Z z W -14L*7 o w J Zvi a z� Cq F=- C� U F- uj W N V I O Z V) 00 3: W O J 0 U Q — F- W 0 0 Q Q EL :2 J m DESIGN DRAWN WMR LA CHECKED CFG DWG.No. 2110846 JOB No. SCALE AS NOTED DATE 06/15/11 S6 SHT w a 0 3/4" RECESS 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK 1/2" GYP. BD. EA. SIDE PER MFG, SLIDING SPECS GLASS DR. � BARRIER W/ R-3 INSUL. 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK OF 2x 'S m 16" O.G. /_/ BETWEEN 3/4" P.T. VERTICAL II BARRIER w/ R-3 INSUL. SP -4 (2x4) / SP -6 (2x(o) ° FURRING s 24" O.G. I C1) "5 FROM FTG. TO BETWEEN 3/4" P.T. VERTICAL li FURRING a 24" O.G. 1/2" x -1" WEDGE /5P-8 (2x8) f EACH STUD ° 9 ' ° LOPE ° II TIE BEAM SPLICE TO 3-I/2" GONG. SLAB I BE MIN. 30" GROUT _ I I (1) S FROM FTG. TO 3 1/2" GONG. SLAB II TIE BEAM SPLICE TO ANCHORS 6 FROM � TOP 4 BOTTOM EA- END OF WALL ° ° ° a w/ FIBERMESH REINF. CELL SOLID I 1 w/ FIBERMESH REINF. I BE MIN. 30" GROUT AND � 32 O.G. PT. BOT. PLT. ° SILL F MED ON 51TE ° OVER 6 MIL. I VAPOR BARRIER rSHLUR. I I INTERIOR OVER (o MIL CELL SOLID ° . ,° _ , I `° r ° ° XP JOINT - VAPOR BARRIER r - - - -"� _ ° I °T�._ _ _ -I i I- 11I-1II—III—II II�77II1=1I1 •it 4 1/2" CASING - I— ° I e GRADE III- - ° = ° —_ _— III--. a I _ _ _ I �, _ - __ `•° ; , �, III—III— ` ° • ` a CxRADE -_- _ I I 1=1 I 1=1 I 1=1 I ; I I __ __ = I—III I I—III—I I I__I _ I—III _ III—III—III I I 1-1 I I (2) 05'8 CONT. I _-I/2 i_ ALUMINUM THRESHOLD u —� CONC. SLAB SLOPE _ U °=I Q ` -. III - _Z - �� � � � I i I 1=III I W/ 3 MIN. CLEAR (2500 P.S.IJ W/ SILL FORMED ON SITE &x& 10/10 W.W.M. (n w --III III=1 11= • i 1 _ ° -I I I - I=L- A/C CHASE -III-_ =III= = PVC SLEEVE TO I=III ; . ° �. a .I 1 �� WHERE 2ND STORY OCCURS AND MIL. VAPOR 3/4" RECESS BARRIER ; MONOLITHIC FOUNDATION _III)IIIIm N\ -CLEAN (2) "5 DIA. RODS CONT. -III—i W/ CHAIRS 1 I I COMPACTED FILL I I 1—' I-1 I1I=BE =-111 -III=" III ' • ' I— tWICE tHE I DIAMETER OF I I—I I -� _ _ _i PROTECTED PIPE III III—III—III 11— FtG SHALL BE i -8 WIDEW/ W/ (3)"5 BARS e ° - ` ° ° ° ° N /4, III III m g5% STANDARD -III- 1 UPLIFT CONNECTORS SUCH A5 SP's, H's, AND ANCHOR BOLTS ARE NOT PER FCx` d° a WHERE 2ND STORY OCCURS DENSITY (I) "5 CONT. 1 -0 6 -4e. REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. SPECS FTG SHALL BE 1'-8" WIDE W/ 3" MIN. CLEAR EXP JOINT w / (3) *5 BARS 1 FOOTING SECTION U/ 5L OCA NTS 2 SHWR FTC DETAIL I TS 3 CHASE DETAIL NTS 4 52U4L �TC NTS i A EXTERIOR DOOM' � NTSINT. FOURD SILLS > w *, �.,.....� �/ �i hTi ,. �.• ..� C 0 clit: d! . Z " U O .. J 0 jL O � o 1/2" GYP. BD. EA. 51DE OF FILLED CELL 74-72x'S 6 16" O.C. 1 1 I NON -LOAD 1/2" J -BOLTS 6" FROM EA. END OF WALL BRC. WALL AND SPACE x+32" O.G. GARAGE 4„ r1y 0 1 1 (6" MIN. EMBED) NO 2 1/4 �„ n 8" CMU BLOCK r 3 1/2" GONG. SLAB WEDGE ANCHORS SP -4 (2x4) / SP6 - (2x6) ALLOWED TOP VIEW 6 CORNER �I _I Z a ----------T- GRADE w 1 I (Y 1 I _w /5P-8 (2x8) a EACH STUD d TOP 4 BOTTOM > PT BOT. PLT. II (1) S FROM FTG. TO �' cn TIE BEAM SPLICE TO 3 1/2 CONC. SLAB w � Zj' ice• p U1 C� .� •� _ I _GARAGE --a--=-•- - WALL w/ FIBERMESH REINF. (y 'I BE MIN.ROUT OVER 6 MIL. Q SOLID L�.! w z A �. ,,_�. , �e . VAPOR BARRIER > I' o rn z a� -1i l III I 1-1I a--------------� °_..-E�z - 8" x 8" THICKENED SLAB w/ (I) *5 CONT. C2) "5 S CONT. A (3) "5'S CONT. r ° W/ 3 MIN. CLEAR 3 1/2" CONC. SLAB 4 �► J ` ° • M, I , � r III - , e GRADE — I I= ° _ = Z O V A m Z v2 z a ��; z z W/ 3" MIN. CLEAR 10 °•• 8 a',10 •' O a �WW' I I=1 I I=1 I I=1 1= •_ ME i E 111 i i 1=1 y. a. ' I I=1 I i- -� UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT EXPOSED =1 ,I I—III—i I—I I-= = I -� I I (-III-III-III-III-I I _ III ,• y III III=I I - I — I —_ o Q Z d E w TO UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. g x S" THICKENED -III-I I I� lI I I=III-III-III=I T EDGE W/ (1) SLd _ I -II I Q U w p O C vi a =III-III=III=III= CONT. MONOLITHIC FOUNDAT10 CLEAN -� Z III ;III -III iI1 -III-I W/ (2) "5 DIA. RODS - COMPACTED FILL - CONT. ON CHAIRS 1 4 H D E 4 Opp'. Cq Ea" d gggo STANDARD DENSITY � OI O U cq WHERE 2ND STORY OCCURS j FTG L BE SHALL 1'-8" WIDE LTJ THIC<ENED EDGE � OFFSET FOOTING s OFFSET FOOTING NCS 9 TRIC<ENED EDGE w/ (3) S BARS � GARAGE CURS a N NTS NON5EARING NTS 5EARING 3/� =� -� 6C��4i AGE DOOR NTS 1� z DETAIL NTS V� ui O Z 1/2" G W B OVER 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK BARRIER W/ R-3 INSUL. BEYOND 1/2" G.W.B. OVER CD(n 1/2" P.T. VERTICAL 8" CMU BLOCK BETWEEN P.T. RRNGm 24" O.C.1 1/2" P.T. VERTICAL I 8" CMU BLOCK O1 FURRING 24 O.C. EXTERIOR FURRING 6 24 O.G.JL O II (1) "5 FROM FTG. TO DOOR Ile II ( 1) 05 FROM FTG. TO I TIE BEAM SPLICE TO 3-1/2" GONG SLAB (3) "5'S CONT. TIE BEAM SPLICE TO U (3) "5'S CONT. BE MIN. 30" GROUT W/ 3" MIN. CLEAR I CELL SOLID II w/ FIBERMESH REINF. OVER 6 MIL. MTL. THRESHOLD SET W/ 3" MIN. CLEAR BE MIN. 30" GROUT I CELL SOLID II O 0 p VAPOR BARRI IN SEALENT w JZ °r - --------- ------------ __--• +a I -_--- - - 10 1/2" .° _ LUQ El_ i l I_11 I__1 I I - a ', r °• ' • _i_1 I � � � III— ° d GRADE =a -- �a , - - .- _ �,----�-•_ _,_- ° O Y ° f � �� -i III --III I I .• I I- 111_.-I 1 .w._ I ISI ° ° ° I I—III— ° — —_ —_ III—III—III-CL � • ♦ _' -11 I-11 I—III f ` d ° °• , ° '� I I—III Q � J m —. —- _ _ I I_I DESIGN DRAWN -1=1 I III—I i l III -1 I—III III -1 I I -III ° III=III=GLEAN =-I ° _—I I I—I I I- =I I-1 I I-111= I I I -I I_ _ 1111 11= 11=III=I I s g5% STANDARD —_ — —_— — —__— —I I III- ' I =1 I 1=111 III=1 I=1 1=I 11=1 I I 11-1 WMR LA CHECKED CFG 8" 2'-0" 8" _= I � I I MONOLITHIC FOUNDATION ' I I I I -I I I -I I I -j I I DENSITYcm I I I —1 11-1 I I=III—III=1 I— ca DWG.No. 2110846 771 7r W/ (2) 05 DIA. RODS CONT. I I=III— 8" 2'-0" 8" ON CHAIRS 01 JOB No. WHERE 2ND STORY OCCUR SCALE AS NOTED FTG SHALL BE 1'-8" WIDE W/(3)S BARS DATE 06/15/11 ���T,i �,��� 12 ENTRE' DOOR 13 GARAGE CURS NOT SUSED 1� NOT SD1 11 ��_ �� TAI NTS DETAIL 3/4••=1�_��� AT A4 TUSED � � �UJ��� � �OOTINC� 3/� -� -� SHT 1/2" GYP. BOARD 1/2" GYP BOARD -1/fro" 0.5.8. SHEATHING W 7/16" OSB SHEATHING 2x4 STUDS 16" O.G. Q DEC -KING PER 2x4 STUDS a Iro" O.C. DECKING PER FLOOR NAILING 2x4 BOTTOM PLATE FLOOR NAILING 2x4 BOTTOM PLATE SCHEDULE SCHEDULE ATTACH RIBBON —TRUSS (BY TRUSS (BY T 5 BO R OTHERS) OTHERS) TRUSS PER PLAN 3R N S 1/2" ANCHOR BOLT w/ ATTACH SHEATHING TO WASHER m 32" O.C.,•3i1 „ RIBBON BOARD WITH Sd NAILS 3 O.G. \10\ DRILLED AND EPDXY w/ OL 6IMP50N SET EPDXY, OR \ EQUIV., MIN, 4" EMBED ATTACH SHEATHING t0 \ I FLOOR TRUSSES WITH ' Sd NAILS im 3" O.G. WALL (2) 8d NAILS EVERY 3" O.C. Z SHEATHING TO BOTTOM \ i O PLATE — ° ° a 0.5.8. TO OVERLAP BOT. PLATE 1 1/4" ° • 1/2 GYP. BOARD META16 PER PLAN � O.C., HGAIOKT 48" \ I \ I HGAIOKT m 48" O.G., (MIN.) ° : TRUSS t0 TOP \ TRUSS TO TOP U 8 CMU WALL PLATE \\ i PLATE W PT lx NAILER AS REQ'D. ----- -- ate,, 8" CMU WALL S` MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO tRUSCONNECTION NOTE: REFER t0 JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: CONNECT c 2 5TOR I COI �I �E VT I Oji I 1 � V 2 STORY CONNECTION 2 DOUBLE TDP PLATE, U.N.O. TRUSS TO WALL PER PLAN ARE WHEN DOUBLE TOP PLATE, U.N.O. � � PARALLEL WALL 1 1/2�=��-��� I I I j� � PERP. WALL 1 1/2 ii m V-�ii PERPENDICULAR SP4 EACH STUD TO WALL SP4 m EACH STUD 1/16 OSB, NAIL TO BRCx WALL PER -.--- PLAN, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. W 2 X4's a 16 " O.C. DOUBLE BOTTOM PLATE FIRE RACED WALL FIRE RATED WALL a W SYSTEM, SEE SYSTEM, EE � ` ,c�irrrrr1 0- O 0 �`r UPSIDE DOWN H10 COR H10-2 FOR ARCHITECTURAL PAGES FOR ARCHITECTURAL PAGES FOR %0%10 — N �� i ,� , ..... �°� o = 2 -PLY), 80770M PLATE TO EACH`'•" TRUSS. SLIT FLOOR MID -POINT DESCRIPTION MID -POINT DESCRIPTION o ..��,y w _ DECKING TO ACCOMODATE STRAP BLOCKING BLOCKING ' * v u- 6•: cqZ Z per, OO•,� Q BETWEEN STUDS BETWEEN STUDS . Q C� � M � Z Li " H �: O: �g • 1 - co cj ►RrAt1�a 2x 5TUD5 m 16" O.C. PER PLAN A.F.F. 2x STUDS im 16" O.C. PER PLAN BRG HCsT 5P4 -m EACH ' ^ TRUSS PER PLAN SCUD VJ/ WALL TO FLOOR Tfi US6 (1 OR 2 PLIES) FLOOR I Q w z� O r- 3 CONNECTION DETAIL ���_�'_�„ D GKING PER PLAN a F- AU)Z STUDS EACH FLOOR SYSTEM W H z � r 1i2" GYP. BOARD 7/16" 0.5.5. SHEATHING 2X NAILER W/ (2) 10d NAILS a 16" O.C. PER PLAN `"' 0461:4 Z C P A m 2x4 STUDS a 16" O.C. 2X4's 16" O.C. ROOF SHEATHING � 16 NIGH KNEE Q ►--� in N W E E Z DECKING PER FASTEN PER PLAN (TYP) WALL, STUD SPACING m 16" Of I r a C Z 04 FLOOR NAILING 2x4 BOTTOM PLATE � AEE � '-t SCHEDULE viz" GYP. BOARD C Q Z v� C- uU (2) loci NAILS m 6 O.C. IST FLOOR BRG HCsT W Z f� O O x THROUGH 2X4 INTO TOP REFER TO PLANS J vi p. CHORD OF TRUSS ~ Q 0 a W F EXT. SHEATHING CONT. H z FLOOR DECK FROM TOP PLT. TO O V c 2x4, CONTfNU0U5 BOT. OF GIRDER, FASTEN PER PLAN 1/2" DIA ALL THREAD ----,/I NOTE: ALL THREAD I 1/2" DIA ALL THREAD ROE) Ld N 177-77 ROD a 48" O.G., 5" EMBED, DRILL 4 EPDXY ROD TO BE 6 32" O.C. WHEN ROOF TRUSSES a 48" O.C., 5" EMBED, DRILL d EPDXY � W I I w/ W META16 w EACH NAILS g 3" O.G. w/ SIMPSON SET EPDXY ARE PERPENDICULAR 8IMP80N SET EPDXY OR _ TRUSS VERTICAL red WALL SHEATHING GIRDER PER PLAN OR EQUIVALENT I I EQUIVALENT (/') TO TRUSS BOTTOM w • a CHORD I 2x4 PT FURRING 2X NAILER W/ (2) I m 24" O.G. I �iz" GYP. BOARD loci NAILS a 16" O.G. 2x4 PT FURRING — I I � 24" O.G. PT lx NAILER AS REQ'D. TRU55 1=4 2 STORY CONNECTION WALL TO GIRDER W PARALLEL WALL > >/2�=��-��� CONNECTION DETAIL > 1/2'�=��_��' ' ° I 8" CMU WALL I 8" CMU WALL � Z (n AO V) LLJ b I I � ~ (1) 05 FROM FTG. TO I (1) 05 FROM FTG. t0 S O TIE BEAM SPLICE TIE BEAM SPLICE = M II TO BE MIN. 30" II TO BE MIN. 30" U GROUT CELL SOLID I GROUT CELL SOLID o 1/2" GYP. BOARD O :2_I Z DECKING PER II I� � u Fn 1/16" OSB OR FLOOR NAILINGI SCHEDULE I I I W� W J F- 1/2" PLYWOOD Y _ 4 a a a q a e 4 ° CL J m HU26 TRUSS TO LEDGER — -- a ° ° ° I —_ I _a 4 I _a — °a _ _ —I I— I—I I i—� DESIGN DRAWN LVL OR GIRDER b — —I I I—i I I—_I -III--III—I • - d °� Q ° I I=1 I — -� —III— ° d D _ • • ° 'a I WMR LA CHECKED CFG PER PLAN DOUBLE 2X8 LEDGER. ATTACH ;III=1 a aIII=III —I —1 = _° III=1 I I—_ -—I ;III=III-1 a =III =III=1 I 1=1 1=_ I 1=1 I 1=1 I I- c DWG.No. 2110846 let PLY TO FLOOR TRUSS w/ l4) CMU WALL 10d NAILS IN EACH VERTICAL. PER PLAN _ 1-III—III—III=1 I-1=1 I=III= I I=III— — I -�—`I—_- _ _ __I I -III ==I =� I -I I=�=�1—III—1 I I=III- - ~ JOB No. Bd NAILS 6 3" O.C. ATTACH 2nd PLY t0 15t PLY WITH _ _---I—I 7 (2) ROWS OF 10d NAILS w 6" O.C. - —I—= — _ - I ISI^III SCALE AS NOTED 7 PER ROW STAGGERED 3" DATE 06/15/11 NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 &TORY CONNECTION � TRU55 TO LEDGER a 2 STORY FARTYWALL SECTION a STAIRS 2 STORY FARTYWALL SECTION � SD2 AT PARALLEL WALL NTS CONNECTION SHT FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS W 6" FROM ENDS AND 16" O.C. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL 2x6 STUDS 6 16" O.C. Q PROVIDE '/4" PLY ON BOT. OF BLOCKS- • ' •-► Mill W/ SP6's TOP t BOTT. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE Oro _ _ mm (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL SIMPSON A23 � 0 z 6EA. BRACE U u = 3 " OLD Q TO PLT, 4 O U PT 2X8 PLT., � m ®,■ M1■ Z -- DECKING PER CANT. FOR i Y 1/2" J -BOLTS w/ - U Q CLG. NAILING WASHERS (MIN. 6" -- W I- W ■1-I F- Y J ,_■ R-30 INSULATION FLOOR NAILING M1■ _ 11111101 � EL m Mimi GABLE END TRUSS TRUSS BOT. CHORD 111111■ DESIGN M -- TO PLT. 6 12" O.C. ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING*** � ■__w__■ MAX. CLEAR SPAN CONNECTION �' WMR LA CHECKED CFG ------ ALL LAPS IN MASONRY 25" O�� HURRICANE ANCHOR AT EACH TRUSS BUCK SPECIFIED BY LINTEL 6 OPENING NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 1 WINDOW/DOOR 2 REFER TO ELEV . ARCWINDOW MANUFACTURER T/P. CORNER VERT. FOR OVERHANG MARBLE SELLFRAMING DETAIL NTS NTS TIE 5EAM DTL, 2 STORY CONNECTION WALL REINFORCINC 1x2 P.T. FURRING WINDOW ALT, W1 FIRE RATED PANEL 6 2'-0" O.G. PER FLOOR PLAN > 9 PRECAST GONG. 1/2" GYP. BOARD EAT B. SILL TYP. 6 ALL WINDOWS 2x4 STUDS DECKING PER 16" O.C. o W NOTES: 1" 5 BAR CONT. R3 INSUL. BETWEEN SCHEDULE 2x4 BOTTOM OR ILING � I. WINDOW AND DOOR ASSEMBLIES TO CONFORM 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBG 2001 TIE -BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _-_---_-_ -- w INTERIOR FACE OF WINDOW, FASTEN 1X4 P.T. NAILER I �M� �'�✓r N VERT REINF. BEYOND ATTACH � �' o SHEATHING � 'r�t��dyir d BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS i WOOD BASE I� Sx8x16 CONG BLOCK TO RIBBOTH ��� I�3,3N�/e"Fx PRECAST 6 " FROM ENDS AND 16 " O.C. MAX. BOARD W � � W PRECAST TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK ' •°•° ' �, 8d NAILS 6 �, HEADER 3-1/2 CONC. SLAB r. '� ��. 6,••: � ,. Z Z _ 3. BUCKS LESS THAN 2X t0 BE FASTENED PER PLAN �� 3 O.C. $ °T; •-N 4 ff W/GUT NAILS OR EQUIVALENT, STRUCTURAL --- -- Z �� U MAIN FLOOR _ � z . CONNECTION OF WINDOW TO STRUCTURE _ _ _ _ _ _ _ ELEV 0'-0" ,°° ATTACH 7:� i ''1 Y �+ - ­ -� BY OTHERS IN THIS CASE. SHEATHINGO-W _ N �; 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE 4 • °y �. Q ADDED TO EXISTING 2X BUCKED OPENING, USE I 1 . _ - TRUSSES R 'irk `" '��'°••' O4 ��� -� 0 i I I=I I -J = REFER FOUNDATION °, o rWITH (2), Q(Z �� J O (3)ROWS OF 10dX3" NAILS STAGGERED612" O.C. I I—I I=sz • e I I FI I I=I 111 PLAN FOR FTG. ad NAILS ��A * ���` 3 � 6EA. SUCCESSIVE BUCK III=III I=I I - INFORMATION EVERT. 3" ` 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED POURED CELL 111/1 15 BAR_ 1/2" GYP, META16 PER PLAN O.C. FOR THE SAME OPENING IF WINDOW MANUFACTURER I I=III _ I-) I -I BUCK SPECIFIED BY CONT. FROM BEAM TO _ _ BOARD AND PLAN REQUIREMENTS(FASTENING) ARE MET. FOOTING. I � I—III`----- -o � � I -III- 4 " WINDOW/DOOR III—III—III—III—III—I i MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED III=III=III=III- PT lx TO 2X BUCK W/ (2) ROWS OF 86 NAILS 616" O.G. FASTEN _ WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. NAIL AS N Z 8" CMU WALL -� u p 6 STEP DOWN TIE 5E AM NTS TYPICAL 5LOCK WALL SECTION NTS 2 STOR`I� CONNECTION � Q w �°'. � CQ DOOR 5UCK DTL. NTS 12 � AT CANTILEVER co z z • 2 X 6X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS 6 EA. �'' V A Uj � (1)15 IN TIE BEAM = CENTER BUCK END. BLOCK ADJACENT MAYS's EA. REFER TO Z 0.4 N m DIAGONAL AS SHOWN. FASTEN ROOF �— PLANS FOR Q F-+ Cn � 41-1 - _ - - - u1 SHEATHING TO BLOCKS w/Sd NAILS 1'-4" MAX. EXACT SIZE OF r -a '� 0 a O.N. -------------- o Q Z d _= d 013"5 BAR IN PRECAST L INTELI � Wz e CONT. 2X4 O (2)05'5 VERTICAL 3/8 DIA. ANCHOR W ZO W � a IN GROUT FILLED (1) 2X4'5 6 24" O.C. f- Q [� W � E CELL 2 X 4 P.T. TOP BUCK SIMPSON HGA-10 6 Z O W� w I GABLE END 48" O.C. Q L) QC "'S VERTICAL IN Q GROUT FILLED CELL SHEATHING OSB NOT REQUIRED V) � }(5) 16d NAILS FASTEN PER PLAN. TO BE CONT. 6 THE I CAS REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE t0 TRANSITION FROM � W 61DE OF OPENING BLOCKING SPLICE AS REQ'D. TOP PLT. TO GABLE _ 11 TRUSS ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO BE GROUT FILLED AT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN SIMPSON HGA-10 6 48" O.C. x DOOR. PROVIDE 1-1/2 X 3/16 THICK TO DIAGONAL w/(2) 16d „ WASHER W/ EACH ANCHOR. NAILS. DBL. 2x4 TOP PLT. 0 -fa (1st BOLT TO BE 8" MAX. ABV. CURB, REST OSB NOT REQUIRED FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.G.) TO BE CONT. 6 THE TRANSITION FROM FASTEN SIDE WALL GABLE BRACING 6 48" BEAM TO GABLE SHEATHING PER O.C. MAX. 45° FROM TRUSS PLAN. R NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL ( R 10°) AND SIZED PER NOTES START BOLTS AFTER SIMPSON H-10 GARAGE CURB (8" MAX.) BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL t0 TOP V) FROM EAVES. PLT. Li VERT. REINFORCING s SUCK DETAIL13 NOT USED � � � o NTS SIMPSON H-10 EXTEND SHEATHING ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING**• � O � DIAGONALTO TO 50TTOM O ad FRAME WALL CONNECTION � BEAM NAILS 6 3" O.G. Z V) 00 ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** �: � 5EA i CONNECTION o —TIE -BEAM PRE-ENGINEERED WD TRUSS, 24" O.C. 5/8" TYPE X GYP. BD. W/ SP6's TOP t BOTT. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE O (1) A33 EA. SIDE OD 2X Lu/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 106x1%2"1 NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 31161'x2-114" TAPCONS TO CMU AND (4) 10dx112" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACGOMADATE PRECAST SILL— (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL SIMPSON A23 � 0 z 6EA. BRACE U u = 3 " OLD Q TO PLT, 4 O U PT 2X8 PLT., � m ' Z DECKING PER CANT. FOR i Y 1/2" J -BOLTS w/ - U Q CLG. NAILING WASHERS (MIN. 6" W I- W SURFACE (a EMBED) MIN. 6" F- Y J R-30 INSULATION FLOOR NAILING z _ PROVIDE 166 NAILS 32" O.C. MAX. A35 DIAGONAL to � EL m GABLE END TRUSS TRUSS BOT. CHORD DESIGN DRAWN SCHEDULE x_ TO PLT. 6 12" O.C. ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING*** � MAX. CLEAR SPAN CONNECTION �' WMR LA CHECKED CFG HGAIOKT 6 32 O.C. ALL LAPS IN MASONRY 25" O�� HURRICANE ANCHOR AT EACH TRUSS LINTEL BELOW '~ DWG.No. 2110846 JOB No. TIE BEAM COURSE a SCALE AS NOTED (L q(1)05 (REFER TO ROOF PLAN) ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** DATE 06/15/11 U NN CONT. IN TIE \ RUNNING BAR cv~ BEAM COARSE TILE ON (APPLIED ACCORDING TO X GYP. BD. '< MANUF. SPEC.) 15* ROOF FELT ON 5/8" PROVIDE HANGERS TO HOLD ROOF SHEATHING ON ROOF TRUSSES. NON -LOAD BEARING FIRE RATED PANEL GROUT TIE BEAM • BAR IN PLACE DURING POUR, COARSE SOLID • ` 1/2° DIA. THREADED REFER TO MAN. SPECS. FOR ` \ � ` � � �I it r ` ELEVATION VARIES ROD W/ COUPLER CIF • SPACING REQUIREMENTS IF •. REQUIRED), 6 EMBED ° REQUIRED TOP OF MASONRY , 132" O.C. NOM. 8" CMU **HANGERS NOT REQUIRED IF • 1/2 DRYWALL ALUM. DRIP EDGE '� 2-1/8" ATTACH GYP. BD TO ZO L LINTEL BLOCKS ARE USED • PANEL WITH (2) 8d - - - AND 2" HOLD IS MET 2x4 CONT. SUBFASCIA NAILS EVERY 3" O.C. 1x2 PT NAILER Q. " � F_ "5 CORNER BAR Lz_ VENTED ALUM. SOFFIT 1/2" GYP. BOARD METAI6 PER PLAN (APPLIED ACCORDING TO MA UF. SPEC U.) PROVIDE SCREEN WHEN . • GROUTED CELL BLOCK BELOW 15 NOT TYP. SINGLE TIE -BEAM (/7 REQUIRED TO BE FILLED W/ (1) 05 CONT. GROUT PT 1x NAILER AS R W 0 SOL ID REQ D.__ 01-8" CMU WALL PRECAST CMU BUCK SPECIFIED BY LINTEL 6 OPENING NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 1 WINDOW/DOOR 2 REFER TO ELEV . ARCWINDOW MANUFACTURER T/P. CORNER VERT. FOR OVERHANG MARBLE SELLFRAMING DETAIL NTS NTS TIE 5EAM DTL, 2 STORY CONNECTION WALL REINFORCINC 1x2 P.T. FURRING WINDOW ALT, W1 FIRE RATED PANEL 6 2'-0" O.G. PER FLOOR PLAN > 9 PRECAST GONG. 1/2" GYP. BOARD EAT B. SILL TYP. 6 ALL WINDOWS 2x4 STUDS DECKING PER 16" O.C. o W NOTES: 1" 5 BAR CONT. R3 INSUL. BETWEEN SCHEDULE 2x4 BOTTOM OR ILING � I. WINDOW AND DOOR ASSEMBLIES TO CONFORM 3/4" FURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBG 2001 TIE -BEAM 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND _-_---_-_ -- w INTERIOR FACE OF WINDOW, FASTEN 1X4 P.T. NAILER I �M� �'�✓r N VERT REINF. BEYOND ATTACH � �' o SHEATHING � 'r�t��dyir d BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS i WOOD BASE I� Sx8x16 CONG BLOCK TO RIBBOTH ��� I�3,3N�/e"Fx PRECAST 6 " FROM ENDS AND 16 " O.C. MAX. BOARD W � � W PRECAST TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK ' •°•° ' �, 8d NAILS 6 �, HEADER 3-1/2 CONC. SLAB r. '� ��. 6,••: � ,. Z Z _ 3. BUCKS LESS THAN 2X t0 BE FASTENED PER PLAN �� 3 O.C. $ °T; •-N 4 ff W/GUT NAILS OR EQUIVALENT, STRUCTURAL --- -- Z �� U MAIN FLOOR _ � z . CONNECTION OF WINDOW TO STRUCTURE _ _ _ _ _ _ _ ELEV 0'-0" ,°° ATTACH 7:� i ''1 Y �+ - ­ -� BY OTHERS IN THIS CASE. SHEATHINGO-W _ N �; 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE 4 • °y �. Q ADDED TO EXISTING 2X BUCKED OPENING, USE I 1 . _ - TRUSSES R 'irk `" '��'°••' O4 ��� -� 0 i I I=I I -J = REFER FOUNDATION °, o rWITH (2), Q(Z �� J O (3)ROWS OF 10dX3" NAILS STAGGERED612" O.C. I I—I I=sz • e I I FI I I=I 111 PLAN FOR FTG. ad NAILS ��A * ���` 3 � 6EA. SUCCESSIVE BUCK III=III I=I I - INFORMATION EVERT. 3" ` 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED POURED CELL 111/1 15 BAR_ 1/2" GYP, META16 PER PLAN O.C. FOR THE SAME OPENING IF WINDOW MANUFACTURER I I=III _ I-) I -I BUCK SPECIFIED BY CONT. FROM BEAM TO _ _ BOARD AND PLAN REQUIREMENTS(FASTENING) ARE MET. FOOTING. I � I—III`----- -o � � I -III- 4 " WINDOW/DOOR III—III—III—III—III—I i MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED III=III=III=III- PT lx TO 2X BUCK W/ (2) ROWS OF 86 NAILS 616" O.G. FASTEN _ WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. NAIL AS N Z 8" CMU WALL -� u p 6 STEP DOWN TIE 5E AM NTS TYPICAL 5LOCK WALL SECTION NTS 2 STOR`I� CONNECTION � Q w �°'. � CQ DOOR 5UCK DTL. NTS 12 � AT CANTILEVER co z z • 2 X 6X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS 6 EA. �'' V A Uj � (1)15 IN TIE BEAM = CENTER BUCK END. BLOCK ADJACENT MAYS's EA. REFER TO Z 0.4 N m DIAGONAL AS SHOWN. FASTEN ROOF �— PLANS FOR Q F-+ Cn � 41-1 - _ - - - u1 SHEATHING TO BLOCKS w/Sd NAILS 1'-4" MAX. EXACT SIZE OF r -a '� 0 a O.N. -------------- o Q Z d _= d 013"5 BAR IN PRECAST L INTELI � Wz e CONT. 2X4 O (2)05'5 VERTICAL 3/8 DIA. ANCHOR W ZO W � a IN GROUT FILLED (1) 2X4'5 6 24" O.C. f- Q [� W � E CELL 2 X 4 P.T. TOP BUCK SIMPSON HGA-10 6 Z O W� w I GABLE END 48" O.C. Q L) QC "'S VERTICAL IN Q GROUT FILLED CELL SHEATHING OSB NOT REQUIRED V) � }(5) 16d NAILS FASTEN PER PLAN. TO BE CONT. 6 THE I CAS REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE t0 TRANSITION FROM � W 61DE OF OPENING BLOCKING SPLICE AS REQ'D. TOP PLT. TO GABLE _ 11 TRUSS ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO BE GROUT FILLED AT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN SIMPSON HGA-10 6 48" O.C. x DOOR. PROVIDE 1-1/2 X 3/16 THICK TO DIAGONAL w/(2) 16d „ WASHER W/ EACH ANCHOR. NAILS. DBL. 2x4 TOP PLT. 0 -fa (1st BOLT TO BE 8" MAX. ABV. CURB, REST OSB NOT REQUIRED FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.G.) TO BE CONT. 6 THE TRANSITION FROM FASTEN SIDE WALL GABLE BRACING 6 48" BEAM TO GABLE SHEATHING PER O.C. MAX. 45° FROM TRUSS PLAN. R NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL ( R 10°) AND SIZED PER NOTES START BOLTS AFTER SIMPSON H-10 GARAGE CURB (8" MAX.) BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL t0 TOP V) FROM EAVES. PLT. Li VERT. REINFORCING s SUCK DETAIL13 NOT USED � � � o NTS SIMPSON H-10 EXTEND SHEATHING ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING**• � O � DIAGONALTO TO 50TTOM O ad FRAME WALL CONNECTION � BEAM NAILS 6 3" O.G. Z V) 00 ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** �: � 5EA i CONNECTION o —TIE -BEAM PRECAST O (1) A33 EA. SIDE OD 2X Lu/ 3/16"x3-1/4" TAPCONS TO CMU AND (4) 106x1%2"1 NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 31161'x2-114" TAPCONS TO CMU AND (4) 10dx112" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACGOMADATE PRECAST SILL— (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL SIMPSON A23 � z 6EA. BRACE U u = 3 " OLD Q TO PLT, 4 O U PT 2X8 PLT., � m Z CANT. FOR i Y 1/2" J -BOLTS w/ - U Q CLG. NAILING WASHERS (MIN. 6" W I- W SURFACE (a EMBED) MIN. 6" F- Y J O FROM EA. END AND z _ PROVIDE 166 NAILS 32" O.C. MAX. A35 DIAGONAL to � EL m GABLE END TRUSS TRUSS BOT. CHORD DESIGN DRAWN TO PLT. 6 12" O.C. ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING*** � MAX. CLEAR SPAN CONNECTION �' WMR LA CHECKED CFG HGAIOKT 6 32 O.C. CMU WALL OR LINTEL BELOW '~ DWG.No. 2110846 JOB No. TIE BEAM COURSE a SCALE AS NOTED W/(1)*5 CONT, ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** DATE 06/15/11 U NN 1` UJ,4 T O SIMPSON A23 � z 6EA. BRACE U u = 3 " OLD Q TO PLT, 4 O U PT 2X8 PLT., � m Z CANT. FOR i Y 1/2" J -BOLTS w/ - U Q CLG. NAILING WASHERS (MIN. 6" W I- W SURFACE (a EMBED) MIN. 6" F- Y J O FROM EA. END AND 0 Q Q Z _ PROVIDE 166 NAILS 32" O.C. MAX. A35 DIAGONAL to � EL m GABLE END TRUSS TRUSS BOT. CHORD DESIGN DRAWN TO PLT. 6 12" O.C. ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING*** � MAX. CLEAR SPAN CONNECTION �' WMR LA CHECKED CFG HGAIOKT 6 32 O.C. CMU WALL OR LINTEL BELOW '~ DWG.No. 2110846 JOB No. TIE BEAM COURSE a SCALE AS NOTED W/(1)*5 CONT, ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** DATE 06/15/11 U NN �m Ivly WINDOWWINDOWCONNECTION DETAIL NTS O CABLE END DETAILS � I N.rs is NOT USED � SD3 SHT TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- /4" — OUT5IDE (2) 2x4's EDGE DISTANCEREFER TO HEADER SCHEDULE FOR HEADER SIZE, " 50TT. 2X OF TOP PLATE TO BE SPLICED OVER A OFJACK STUDS E CONNECTOR REQUIREMENTS. Lv PER DETAIL STUD. PROVIDE 48" LAP SPLICE W/ 3-106 i- 1 EDGE )Y EDGE -1 2y EDGE` COMMON NAILS 6 ENDS. NAIL PLATES CONT. W/ Q 1001 COMMONS 6 16" O.C. 5P2 OR 5P4 EA. STUD OR AS 0 10dX3" _ SPECIFIED ON THE PLAN 1001X3" � � p w — 01 COMMON p w INSIDE Z 211 I 514EATRHOING MUSTSBE NAILED TO V __� Z N 2x's PER DETAIL 0 PEROPLAN TRUSS 2y" 01 21 PATTERN. U �4 REQ'D PER PLAN SCHEDULE E FOR NAILING AILING 10X3" - NAIL JACK 5TUD5 AND FULL COMMO (L `_� I (b OSB DRAFT LENGTH STUDS TOGETHER W/ 10d's d� t STOP STAGGERED 6 12" O.C. (EACH 1001X3" �7 I NAIL 's 16" O.C. PLY) COMMON Z Z TDP < BOTTOM MIDSPAN BLOCKING OPP. SIDE U v BETWEEN EA. STUD APPLY 1/2" GYP BOARD A5 U INTERIOR WALLS: QI I I I 0- I 1001X3" NEEDED Z c1001X3" c!J OPP. SIDE 5P2 OR 5P4 EA. STUD OR A5 (4) EQ. SPACED O COMMON SPECIFIED ON THE PLAN �I 3/16"x4" SIMPSON NOTE: NO HEADER OR STUD OPP. SIDE TITENS (w/ STRAPS REQ'D FOR WALLS CL DISTANCE PER WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS Of — DETAIL FROM TOP AND SUPPORTING FLOOR TRUSSES 12r1X4'8 l2)2X6's �2i1X8'S i u U BOTTOM ONLY). (SEE CONNECTOR CHART) 0 IN51DE PLT' NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE I/2" x 7J -BOLTS 6" FROM EA. LL= 1/2" W OUTSIDE NAILS NAILED AT 8" O/C. 2X's END OF WALL AND 632" O.G. 2X STUDS 6 16" O.C. p" M NOTE: 2-1/2" MASONRY NAILS (HAND C 2 2x COLUMN OR ( 3) or ( 4) 2x COLUMN BE USED II..L.ORJ-BOLTS FOR WALLY PLATE PT 2X4 BOTTOM og, THAT DO NOT CARRY UPLIFT 2X 5U I LT - Ufi STUD 2 DRAFT STOW COLUMN DETAILS 0/2 '-m" TAI EXTERIORANTERIOR FRAME WALL CONN. DETAIL v4"=�'-m" 3 DETAIL ire =i -m A DBL. TOP PLT. BEYOND NAILING PATTERN 3/4" PLYWO. DECKING NOTES � PER NAILING SCHEDULE. 1/16" OSB 1. STAIRS SHALL BE CONSTRUCTED IN 2X LEDGER `� WALL SHEATHING SPLICE TO RIMBOARD W/TILE w �� — —.— —. STUD (4) EQUALLY SPACED 1/2 x 2 BOLTS MEET FOLLOWING CRITERIA. 2ARI5ER5 PLUS I OR 5/8 O.S.B. ON PRE -ENCS. PLYWOOD TRUSSESD FLOOR SYSTEM PER PLAN �� TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24 O.G. W a O JOINT - TO 25 REFER TO ROOF �rj►'`�%` f l'�i� N GYPSUM WALLBOARD PLAN FOR �.`� � * 8�� — 2. HAND RAILINGS SHALL BE CONSTRUCTED INS' �'" ACCORDANCE WITH FBC 2001 STAIR RAILS CONNECTIONS c 'o ••. LL •6 .tv,`JZ���o Q Z 2x DBL 2X4 BLOCKING PLACED �.� SHALL BE NOT LESS THAN 34" NOR MORE THAN PLATE c� O 0' - TOP �2 38 ABOVE THE LEADING EDGE OF THE TREAD. ti >� ; Z =r -%a CJ FLATWISE (2) 1601 NAILS HANDRAILS THAT FORM A PART OF GUARDRAILS - O ' _ J NAILING PER EACH END `� ) REFER TO PLANS r _ ; Q ;•Z `� MAY BE 42" HIGH. WALL RAILS SHALL HAVE A !�, p 4 cp Q SCHEDULE CLEAR SPACE BETWEEN THE RAIL AND WALL OF o '",•.•' �� �' --� Q 11/2" MIN. HANDRAILS SHALL HAVE EITHER A x err .� ,•••..•••' F �` -i CIRCULAR CRO55 SECTION OF 1 1/4" TO 2", OR r�r� * Q�O�`�� _J O NOTE: PROVIDE A NONCIRCULAR CROSS SECTION WITH EQUIVALENT GRASP ABILITY PERFORMANCE:. R-30 ALUM. DRIP CMU WALL BELOW 1/2" PLYWOOD OR 1/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE EDGES SHALL HAVE A MIN. RADIUS OF 1/8". INSULATION NO OTHER FASTENERS REQ'D. EXCEPT A5 NOTED ON PLANS IN EDGE PRE-ENGINEERED FLOOR TRUSS BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 3. GUARD RAILING SHALL BE CONSTRUCTED IN 1/2" GYP. BD. CLG. 2x4 CONT. 2x RIBBON w/ (4) 16d 6 EACH TRUSS (U.N.D.) MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" P.T. 2x4 LET -IN m BASE OF o STRINGERS. FASTEN TO FLOOR ACCORDANCE WITH FBC 2001 GUARD RAILS SUBFASCIA BELOW FIRST FLOOR TOP PLT, w/(4) GE xS. TA TEN T EVENLY SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE HDR. A5 PER PLAN VENTED RAILS SHALL BE CONSTRUCTED 15 SUCH A V) SPACED MANNER THAT A 4" SPHERE MAY NOT PASS -s ALL FRAMED SOFFIT Z THRU ANY PART. OPENINGS � Np 404 4 SHEATHING ELEV. NTs 0 1 NOTE. ACTUAL NUMBER OF FASTENERS NOT SHOWN DETAIL CQ STAIR CONNECTION -dINSULATION CDX PLYWOOD W Q mz-4 OR 1/16" OSB, W cod r z ATTACH PER PLAN : Z DECKING PER E A CO FLOOR NAILING 16" O.C. 0 [-� z SCHEDULE 2X4 STUDS 04 c O a (REFER TO PLANS A .� v� Q Zd�W�W W 77 E PRE -ENG. EAN16 PER o O o O 0 P FLOOR SYSTEM La REFER TO PLANS a H Q F �" E"' cv E" REFER TO PLANS FOR O Ix N 2x4 BLOCKS, C2) 1601 NAILS EA. EXACT 51ZE OF O.N. LAP SIDING w f— I— ZO V e -4" MAX. lx .T. v , END. BLOCK ADJACENT BAYS •� EA. �/ P o H DIAGONAL AS SHOWN. FASTEN ROOF NAILER - LTJ SHEATHING TO BLOCKS w/Sd NAILS i '; SHEATHING PER PLAN W 6" O.C. i SHEATHING w/ WRAP 1/a" GYP. .° TIE BEAM REFER = CONT. 2X4 ; O BD. TO DETAIL 3 SHT. SD3 �-�� i 3 150 FELT DRAINAGE PLANE a i SIMPSON H-10 1/8" STUCCO THICKNESS c 1 j; PRECAST CMU DIAGONAL TO = (5) 1661 NAILS BLOCKIN i LINTEL OPENING PAPERBACK LATH WINDOW PER FLR. BRACE TO 2X415 24" O.C. i O PLAN BLOCKING i (D GABLE END SHEATHING O MEMBRANE STRIP COVERING WOOD (n v— FASTEN PER PLAN. i FRAME/MASONRY INTESECTION UNDER MARBLE SILL PRECAST CONC W PROVIDE 2x4 BRACE TO i T. EXPANSION JOINT TO EXTEND 2" SILL EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. I BELOW CMU (� TO DIAGONAL w/(2) 16d t. 1x2 P.T. FURRING NAILS. PROVIDE 2X BLOCKING 1 2'-0" O C 1 FOR NAILING O METAL OR PLASTIC EXPANSION JOINT FLOOR DRAINAGE PLANE (WRB). R3 INSUL. BETWEEN GABLE BRACING g 48 r 8 CMU Z W n O.C. MAX. 45• FROM 2X4 FRAMING OR PRE -ENG. ,f• TRUSS OVERLAP Z -FLASH 3/4" FURR STRIPS oD HORIZONTAL (+/- 10•) TRUSSES g 24" O.G. MAX. W/ i G *5 VERT. IN (n BRACE NOT REQUIRED 6' SIMPSON H4 TO LEDGER i 1" FROM TOP OF CMU 1x4 P.T. NAILER GROUTED CELL L i D FROM EAVES. ROOF SHEATHING i FULL HEIGHT. SEE FASTEN PER PLAN I FLOOR PLAN J 2X4 LEDGER W/ (2) USE 14)1001 NAILS FOR WOOD BASE �I FOR LOCATIONS r� D 1601 NAILS 6 12" GONV. FRAMED MEM. ONLY METAL Z -FLASH 3-1/2" CONG I CEMENT ITIOUS (U.N.O.) - O5 5/8" STUCCO OR CEMENTIOUSSLAB I FINISH (, G COATING OVER CMU 01-0' O Z k FIN. FL.. H PROVIDE BLOCKING =;, =71----= ..•..--,.�-r---= `� U Q Q GRADE BETWEEN TRUSS BAYS �: , CMU WALL PER PLAN _ — • '� • " — — Ld w J 6 48" O.C. FOR FIRST 3 BAYS `• I �I=I � I-11= " . 4tl• 0 142.5 m EACH TRUSS TO LEDGER :;:'r NOTE: NUMBERS INDICATE ORDER ITEMS 5/8" STUCCO OVER (U.N.O.)Ll l':: SHOULD BE INSTALLED OVER FRAME AND MASONRY/BLOCK III—III=III= �--1 • I =I (I—III—(III I Q Q BEE PLAN FOR SUPPORT AND TIE DOWN of crlu 11=1 11=1 I1=1 I I p a I I1=1 11=1 I—III CL J m 11 I—I I I—I 11=1 I I—II I=II I—III- -III=III=1I1N=111=111-111— JACK TRUSSES DESIGNWAR DRAWN 11I—III—� -- _ _ _ III—I LA #••NOTE: GABLE5 SMALLER THAN 8' DO NOT REQUIRE BRACING•*• E __ — — — I—I I—I 11=111=I 11—I � 1— 1 I I A CHECKED CFG —III=1I 1=1 I1= _I I1=1I 11I I — REFER FOUNDATION PLAN FOR FTG. DWG. No. INFORMATION 211084fi JOB No. SCALE AS NOTED DATE 06/15/11 6 G45LE END a SLAT 3/4"=1'-m" � SIDING To STucco ,SD4 CEILINCWITH �oSTON HIP WEEP SCREED DETAIL FLASHING DETAIL 2 STORY WALL SECTION SHT -.T • .-- .- -. - -. � - - •rte. . JOINT - TO 25 REFER TO ROOF �rj►'`�%` f l'�i� N GYPSUM WALLBOARD PLAN FOR �.`� � * 8�� — 2. HAND RAILINGS SHALL BE CONSTRUCTED INS' �'" ACCORDANCE WITH FBC 2001 STAIR RAILS CONNECTIONS c 'o ••. LL •6 .tv,`JZ���o Q Z 2x DBL 2X4 BLOCKING PLACED �.� SHALL BE NOT LESS THAN 34" NOR MORE THAN PLATE c� O 0' - TOP �2 38 ABOVE THE LEADING EDGE OF THE TREAD. ti >� ; Z =r -%a CJ FLATWISE (2) 1601 NAILS HANDRAILS THAT FORM A PART OF GUARDRAILS - O ' _ J NAILING PER EACH END `� ) REFER TO PLANS r _ ; Q ;•Z `� MAY BE 42" HIGH. WALL RAILS SHALL HAVE A !�, p 4 cp Q SCHEDULE CLEAR SPACE BETWEEN THE RAIL AND WALL OF o '",•.•' �� �' --� Q 11/2" MIN. HANDRAILS SHALL HAVE EITHER A x err .� ,•••..•••' F �` -i CIRCULAR CRO55 SECTION OF 1 1/4" TO 2", OR r�r� * Q�O�`�� _J O NOTE: PROVIDE A NONCIRCULAR CROSS SECTION WITH EQUIVALENT GRASP ABILITY PERFORMANCE:. R-30 ALUM. DRIP CMU WALL BELOW 1/2" PLYWOOD OR 1/16" O.S.B. TO BE USED AS UPLIFT RESISTANCE EDGES SHALL HAVE A MIN. RADIUS OF 1/8". INSULATION NO OTHER FASTENERS REQ'D. EXCEPT A5 NOTED ON PLANS IN EDGE PRE-ENGINEERED FLOOR TRUSS BEYOND TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND 3. GUARD RAILING SHALL BE CONSTRUCTED IN 1/2" GYP. BD. CLG. 2x4 CONT. 2x RIBBON w/ (4) 16d 6 EACH TRUSS (U.N.D.) MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" P.T. 2x4 LET -IN m BASE OF o STRINGERS. FASTEN TO FLOOR ACCORDANCE WITH FBC 2001 GUARD RAILS SUBFASCIA BELOW FIRST FLOOR TOP PLT, w/(4) GE xS. TA TEN T EVENLY SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE HDR. A5 PER PLAN VENTED RAILS SHALL BE CONSTRUCTED 15 SUCH A V) SPACED MANNER THAT A 4" SPHERE MAY NOT PASS -s ALL FRAMED SOFFIT Z THRU ANY PART. OPENINGS � Np 404 4 SHEATHING ELEV. NTs 0 1 NOTE. ACTUAL NUMBER OF FASTENERS NOT SHOWN DETAIL CQ STAIR CONNECTION -dINSULATION CDX PLYWOOD W Q mz-4 OR 1/16" OSB, W cod r z ATTACH PER PLAN : Z DECKING PER E A CO FLOOR NAILING 16" O.C. 0 [-� z SCHEDULE 2X4 STUDS 04 c O a (REFER TO PLANS A .� v� Q Zd�W�W W 77 E PRE -ENG. EAN16 PER o O o O 0 P FLOOR SYSTEM La REFER TO PLANS a H Q F �" E"' cv E" REFER TO PLANS FOR O Ix N 2x4 BLOCKS, C2) 1601 NAILS EA. EXACT 51ZE OF O.N. LAP SIDING w f— I— ZO V e -4" MAX. lx .T. v , END. BLOCK ADJACENT BAYS •� EA. �/ P o H DIAGONAL AS SHOWN. FASTEN ROOF NAILER - LTJ SHEATHING TO BLOCKS w/Sd NAILS i '; SHEATHING PER PLAN W 6" O.C. i SHEATHING w/ WRAP 1/a" GYP. .° TIE BEAM REFER = CONT. 2X4 ; O BD. TO DETAIL 3 SHT. SD3 �-�� i 3 150 FELT DRAINAGE PLANE a i SIMPSON H-10 1/8" STUCCO THICKNESS c 1 j; PRECAST CMU DIAGONAL TO = (5) 1661 NAILS BLOCKIN i LINTEL OPENING PAPERBACK LATH WINDOW PER FLR. BRACE TO 2X415 24" O.C. i O PLAN BLOCKING i (D GABLE END SHEATHING O MEMBRANE STRIP COVERING WOOD (n v— FASTEN PER PLAN. i FRAME/MASONRY INTESECTION UNDER MARBLE SILL PRECAST CONC W PROVIDE 2x4 BRACE TO i T. EXPANSION JOINT TO EXTEND 2" SILL EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. I BELOW CMU (� TO DIAGONAL w/(2) 16d t. 1x2 P.T. FURRING NAILS. PROVIDE 2X BLOCKING 1 2'-0" O C 1 FOR NAILING O METAL OR PLASTIC EXPANSION JOINT FLOOR DRAINAGE PLANE (WRB). R3 INSUL. BETWEEN GABLE BRACING g 48 r 8 CMU Z W n O.C. MAX. 45• FROM 2X4 FRAMING OR PRE -ENG. ,f• TRUSS OVERLAP Z -FLASH 3/4" FURR STRIPS oD HORIZONTAL (+/- 10•) TRUSSES g 24" O.G. MAX. W/ i G *5 VERT. IN (n BRACE NOT REQUIRED 6' SIMPSON H4 TO LEDGER i 1" FROM TOP OF CMU 1x4 P.T. NAILER GROUTED CELL L i D FROM EAVES. ROOF SHEATHING i FULL HEIGHT. SEE FASTEN PER PLAN I FLOOR PLAN J 2X4 LEDGER W/ (2) USE 14)1001 NAILS FOR WOOD BASE �I FOR LOCATIONS r� D 1601 NAILS 6 12" GONV. FRAMED MEM. ONLY METAL Z -FLASH 3-1/2" CONG I CEMENT ITIOUS (U.N.O.) - O5 5/8" STUCCO OR CEMENTIOUSSLAB I FINISH (, G COATING OVER CMU 01-0' O Z k FIN. FL.. H PROVIDE BLOCKING =;, =71----= ..•..--,.�-r---= `� U Q Q GRADE BETWEEN TRUSS BAYS �: , CMU WALL PER PLAN _ — • '� • " — — Ld w J 6 48" O.C. FOR FIRST 3 BAYS `• I �I=I � I-11= " . 4tl• 0 142.5 m EACH TRUSS TO LEDGER :;:'r NOTE: NUMBERS INDICATE ORDER ITEMS 5/8" STUCCO OVER (U.N.O.)Ll l':: SHOULD BE INSTALLED OVER FRAME AND MASONRY/BLOCK III—III=III= �--1 • I =I (I—III—(III I Q Q BEE PLAN FOR SUPPORT AND TIE DOWN of crlu 11=1 11=1 I1=1 I I p a I I1=1 11=1 I—III CL J m 11 I—I I I—I 11=1 I I—II I=II I—III- -III=III=1I1N=111=111-111— JACK TRUSSES DESIGNWAR DRAWN 11I—III—� -- _ _ _ III—I LA #••NOTE: GABLE5 SMALLER THAN 8' DO NOT REQUIRE BRACING•*• E __ — — — I—I I—I 11=111=I 11—I � 1— 1 I I A CHECKED CFG —III=1I 1=1 I1= _I I1=1I 11I I — REFER FOUNDATION PLAN FOR FTG. DWG. No. INFORMATION 211084fi JOB No. SCALE AS NOTED DATE 06/15/11 6 G45LE END a SLAT 3/4"=1'-m" � SIDING To STucco ,SD4 CEILINCWITH �oSTON HIP WEEP SCREED DETAIL FLASHING DETAIL 2 STORY WALL SECTION SHT Den*Glass- Ultra ShafUlner Area Separation Walls .0.;y1i► �GRaol'9ia�lactfl4 The Georgia-Pacific Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses as a firewall with a total height up to 68 feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is easy to erect and secure, meets all building code requirements, and provides economical fire protection and sound control. The Area Separation Wall is constructed once the framing for one townhouse unit is complete and prier to the construction of the adjacent unit. The assembly is constructed at the foundation and continues either to the underside of the protected roof sheathing or through the roof to form a parapet. The assembly is linked to the adjacent framing with aluminum breakaway clips that allow for collapse of the fire -exposed unit without collapse of the solid Area Separation Wall. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner, builder and architect with a moisture- and mold -resistant shaftliner panel - DensGlass"' Ultra Shaftliner. Components 20 Wood Framing 1" DensGlass" Ultra Shaftliner Panel Insulation Min. 3/4" all 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 Shaftiiner panels consist of a moisture resistant core with coated fiberglass mats front and back instead of paper facings like traditional shaftliner panels. DensGlass Ultra Shaftliner panels are covered by 12 -month in-place exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. Fire Testing and Building Cods Compalancs The Georgia-Pacific Gypsum Area Separation Wall has been fire tested to ASTM E 119 and CANNLC S-101. The Georgia-Pacific Gypsum 2 -hour fire -rated Area Separation Wall assembly, constructed using DensGlass Ultra Shaftliner panels, is fisted by Underwriters Laboratory (UL), Underwriters Laboratories of Canada (ULC) and Warnock Hersey International (WHifil and meets the requirements of the 2006 International Building Cade (IBC)Section 705 "PartyWalls " and Section 705, "Fire Walls." The -Pacific Gypsum Area Separation Wall assembly is listed in the UL Resistance Directory N under UL Design U373 the f ULC Fire Resistance Directory L Design N. W 312 and W Fire i n H P 4 s e ec ULCo the til re Resistance Directory under I G A 120 0. For /W ryry copies of these listiigs, please contact Georgia-Pacific Gypsum Technical Services at 1-800-225-6119, CAUWft ffsrpr rhrvI IIII ad* mad m W m Bios; go to W.comilmisiqlaft. For latest ofortwilon are updates: Tesirnisal Service He" 1.1108,$5.6119 or w,ww.gpgww^aaro • 3 + , Georgtsai+aCifk DernaGlasal Ultra Shaftliner Area Separation Walls a'"wm System Assemblies - 2 -Hour Ratings Construction Detail - Assembly Components STC Test Reference Two layers 1" DensGlass' Ultra 8o UL DESIGN U373 Shaftliner inserted in H -Studs 24" o.c. ULC W312 Min. 3/4" air space between liner panels WHI GP/WA 120-03 and adjacent wood or metal framing. RAL TL89.383 Two layers 1" DensGlass Ultra Shaftliner 60, inserted in H -Studs 24" o.c. Min. 3/4" air space on both sides must be maintained between liner panels and adjacent framing. Sound Tested with 2 x 4 stud wall with 1/2" DensArmor Plus* interior, pard each side of assembly and 3-1/2" fiberglass insulation in stud space both sides. Part. Thickness: 3" 30 est. Weight per Sq. Ft.: 9.5 Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o.c. Metal framing covered using 6" wide or 1/2" DensArmor Plus Fireguard" Type C Interior Panel or 1/2" ToughRockV Fireguard"Type C gypsum board. Breakaway clip facings and height of wall differ between UL Design U373 and WNl GP/WA 120-04. UL DESIGN U373 ULC DESIGN W312 WHI GPIWA 120.04 Based on RAL TLW383 WHI 495-0743 ,*a� ala DensiGla l Ultra 3haRllner Area Separation Walls ��A► evwum Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constructed from wood. In many cases the area separation wall is positioned 1" away from the wall framing to accommodate the 1" DensGlass" Ultra Shaftliner panels used as fireblocking between the floor levels, The UL Design U373 Area Separation Wall assembly was evaluated at a height up to 44' and the WHI/ITS GP/WA I" Area Separation Wall assembly was evaluated at a height up to 68. Erecting the 2" Area Separation Wall 1. Position 2" C -Track a minimum 3/4" from the framed wall of the adjacent unit. Fasten C -Track to foundation with fasteners spaced a maximum of 24" o.c. When specified, apply a minimum 1/4".bead of acoustical sealant under the C Track to maximise acoustical privacy. Run theL-Track to the end of the foundation. Incase of offsetunits, see 15. under Special Conditions. 2. Start the wall with a vertical C -Track at one and. Install two 1" shaftfiner panels vertically with either side facing out" into the C -Track at one and of the area separation wail. Install the H -Stud over the double beveled edges of the shaftliner panels and continue alternately until the wall has reached the opposite end ofthe foundation. Terminate the wall using a C -Track The vertical C -Tracks at each end of the wall should be attached in the comers to the horizontal sections of C -Track using a minimum of one 3/8" minimum length pan head screw. " Nate: some authorities may require labeling to be visible. 3. Cap the first section of the Area Separation Wall with a C -Track and attach to the vertical C-Track•in the comers using a minimum of one 3/8" minimum length pan head screw. 4. Breakaway clips span the minimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing. Att h t ere he 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 Wall exceeds 23, breakaway clips shall be installed every 50" for the lower 20' and every 10'0" for the upper 24'0" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHI/ITS Design WHI GP/WA 120-04 Area Separation Wali assembly is specified, the breakaway clips should be located vertical) eachfl r level y atoro eve (10'0" o.c:) and horizontally Quavery other H -stud (48" o.c.). When the total height of the Area Separation Wall exceeds 20'llbreakaway clips shit1I be installed verticallyevery87 maximum for the lower 20'0" and every 10'0" maximum for thu upper 48'0" of the wall assembly. 5. Fireblocking is installed on both sides of the Area Separation Wall at each floor level as defined in Section 717.2.1 of the 2006 IBC. (See details section►. For approved fire -blocking materials, see Special Conditions, item 8. 6. To continue the wall, install a C -Track over the C -Track used to cap the lower section, placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24" o.c. Stagger back to back C -Track joints a minimum of 12". 7. If a parapet is not specified, see Special Conditions, ham 1 T for two code -compliant methods for installing a gypsum board roof underlayment. 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for both sides of the 2" Area Separation Wall. Aluminum Angle Clip C -Track Cap, Edge H-gtpd, p5•gaags or End Mesum 'i 2.1/4^ CmITiON: fvrprsdsct fin, whip OW use ldamm tisa, gs to wAaw11tFso de. 4 • For latest informatem and updates; Tsahnlal Service HeeMre 12OL2 Ml9 or www4 pgrptw"are R"#QOr0606mc aywum Details Full Wall Fire blocking as required 2 x 4 Stud framing Aluminum breakaway 3/8" Pan head screw Sealant .._. Acoustic sealant (as r Joist 2" C -track fastener 24 - HOHRE-AET WALL ACEMH__Y ") SCALE: N.T.S. Painsidlifiess- Uftra Shaf'tlfnd r Area 31' deck per code requirement 3f truss C -tracks III screw isGlass" Ultra Shaftliner panels alant, as required Foundation Densalas r- Ultra Shaftliner Area Separation Waifs - All tlieorgiBc Qypwm Special Conditions 1. When an H -Stud does not align with the adjacent wood framing, insert blocking between wood framing members and attach breakaway clip to blocking using one 1-1/4" drywall screw and to the H•Stud using a minimum of one 3/8" minimum length pan head screw. 2. If gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wall framing is spared greater than 1" away from the solid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARi(WESTERNSuild'irg Systems and Telling Industries for modified clips. Additional wood blocking can be added between the woad studs to provide clip support. Space wood blocking minimum 3/4" away from Area Separation Wall. 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing. The adjacent framed wall can be designed as load bearing. 5. The wall located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, can be constructed of woad 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. B. The support walls located adjacent to, and on each side of the sold 2" Area Separation Wall protect and maintain the required 3/4" air space, offer increased acoustical privacy, and provide necessary aesthetos..These.walls can be designed as load bearing and readily accommodate code compliant electrical and plumbing systems. These systems should not impede the required 3/4" air space.. Apply acoustical sealarn.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, 112" DensArmor Plus" " T ke Fi rdType C or 5/8e T " T FiregualTl" Type C o 1/2 otgfiRce regula oughRock FiregttardType X or 5/8" QensAmNor Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with 1" drywall screws spaced 12" o.c, to the metal framing. This primarily occurs in attic areas. Attic areas not accessible do not require the 6" wide gypsum board strips. 8. The required fireblocking between floor levels may consist of 2" nominal lumber or two thicknesses of 1" nominal 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 nterior panel, batts or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to be securely retained in place shell be permitted as an acceptable fireblock. (Section 717.2.1, 2006 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a parapet. i wn 14: At intersection of the solid 2" Area Separation a and the underside I n Sega tars de of the structural roof sheathing, cut liner panels az a angle to a ti fit to the s I sheathing. Th 2" II ' tructura a Area Separation Wall is not sired ca using C Stud. provide g spa to u a � 13ht � Where the shaftliner panels are not tight to the stnoil sheathing; apply an approved fireblocking material (see Special Conditions, 18) 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 uxlerlayment method. to the ledger strip method, one layer of 5/8" DensArmor Plus Fireguard Type X interior panel or 5/8" ToughRock Fireguard Type X gypsurn board is placed 4' on both sides of the Area Separation Wall. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" wood ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush with the top of the roof framing. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wall. 12. Penetrations through the solid 2' Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 iBC Sections 705.9 and 712. For specific installation details consult UL category XHEZ Through -penetration Firestop Systems. 13. Sita and protection of openings in the solid 2" Georgia-Pacific Gypsum. Area Separation Wall shall be in accordance with the 2006 IBC, Section 705:8. When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Party Wall ("Any wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in the 2006 IBC, Section 705.1.1; openings are not permitted. 14. For specialized end-use areas, such as bathrooms, the adjacent framed walls can be covered With DensShiel& Tile Backer from Georgia-Pacific in lieu of standard paper -faced gypsum board or fiberglass mat -faced interior panels, 15. An offset occurs when one unit extends past the from or back edge of an adjacent unit. The H -studs of the Area Separation Wall are not designed for hangingsheathing and so planning Is fired before construction begins. There are two Ways to deal with the offset. The first option is to pour enough concrete so that the Area Separation Wall and adjacent 2x4 wall can extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wall. The second option is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wall to the end of the offset unit. Both scenarios are shown in the Details section of this brochure. CAU111UN Fa pisdrret*a. sd* ad me irderimaim N is gp.cosrhafa W& For latest v is mvtiat and uplims, Technical Service Nalene 1.11011.PZ5A" or www.gpgrpsawasm • 5 Denaala 11 Ultra Shaftliner Area Separation Walls GemVileftclillIc Details Attic - Adjacent t0 Trusses' w 1 " DonsGlass Ultra Shaftliner panels j - H -stud 1 -- No minimum air space "- Wood truss N 6" Wide 1/2" Danskrmor Plus* Fireguard" Type C panels or `Only applies if solid wall is accessible. 1/2 TougfiRock" PreguardTWe C or If not accessible, the strips are not required. 5/B" ToughRmk Fireguard Type X or c�i 1" DensGlass" Ultra Shall panels Typical Roof Joncdon 1 Layer of 5/8' Denskmor Plus* Type X gypsum panel for as required by codes) 1/Z" DensArmor Plus gypsum panel or 1/2" TmighRocks gypsum board I" DensGlass" Ultra Shaftliner panels Caulk Isinoke tight joint) 2" x 2" ledger strips Roofing Roof deck NSTA A� ON SPEC E CAT ON`, AND DETA s Breakeway clip Fre blocking Insulation 3/4" Minimum air space Design No. U373 August 19, 2006 Wall Rating - 2 Hr (See llama 4, 4A and 48) Finish Rating - 120 Min (See Italn 4) 3/4'314" 3/4" AIR SPACE AIR SPACE AiR SPACE i I . ..... 1q :3 .--4 *11 4 r f , 3 A •;1 __.. 3/4" AIR, SPA°: E '� ' 4 a. (.'(4TNFiGt?t.ATltN A ENPOSED TO FM1r'+RiAl ARRA REPARA111 chi W,dlJ,.k. =1 f,'.WLll" .,_ ;4`' 3 CF. i '- - --- r { r. 1 G , "� ► r � 1 L •� r rte• 314" AIR SPACE 4 (X)NFI I -TRA ON B 1E ARIA SEPARATION WALL: - (Nonbearing, Max Height - 44 ft) 1. floor, Intermediate or Top Wall - 2.3/16 In, wide channel shaped with 1 in. long legs formed from No. 25 MSG gale steel, secured with suitable fasteners spaced 24 In. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaiv steel having "H" - shaped flanges spaced 24 In. OC; overall depth 2-1/8 in. and flange width 1-1/2 In. 3. Gypsum Board* - Two layers of 1 1n. thick gypsum wallboard liner panels, supplied In nom 24 In. widths. Vertical edges of panels friction fitted Into "H" - shaped studs. GEORGIA -PACIFIC GYPSUM L L C - Types TRSL, DGUSL PROTECTED WALL. - (Bearing or Nonbearing Wall, as indicated in items 4, 4A and 4B) 4, Wood Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 try 4 In., max spacing 24 In. OC. Studs cross - braced at mldheight where necessary for clip attachment. Mm 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs„mlri No, 20 MSG (0.0329 In., min bare metal Thickness) steel or min 3- 1/2 In. wide, min No. 20 GSG (0.036 In. th* gaiv sfaeel Lor W.10 MSG (0,033 in, thick) prilimed 91mol, gold forrill shall be designed in accordance with the current edition of this SooctNtCatlon for the [Melon of Gold» Steal Soruotuilah Me rlild"' r by tore American tram and; Soret a#t9@A2@t& AN�lgn lt enha ,Ong the structural In the well �pft! h0NUr �aVo' �eME 00 O' thell oiM, �d bN tf+e stoat artvd dasrgflr�, air mar, wind r_f:��tbFirlt ahiNpfkaWeas:'"h�Yi6 irlslk "6f `"el�" ori' wgllil�bfn a6"`il""t"�� kF"�: AtA�ar and CiarHf$ In. iano Type S-12 steal srde+!vs on boor sldaa of atarda orbit" -asldq�11d or irpnpct Inltlrthe AISI spedllcadons. Top and batbam trael4s shell tlalt�Mt or Illte� � tSiG (0,039 In., mirr baro metal thickness) steel or min No. 20 GSG (0.036 In. thick) gaiv steePor No. 20 MSG (0.033 In. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 In. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 4B. Steel Studs - (As an alternate to Items 4 and 4A, for use In Configuration 8 only, not shown) - For 2 Hr, Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/2 in. wide, min 1-1/4 In. Ranges and 1/4 In. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 In, less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corroslon-protected steel, min width to accommodate stud size, with min i In. long legs, attached to floor and.celling.with fasteners 24 tn. OC max. Studs cross"braced with stud framing at micil lght where necessary for clip attachment. Min 3/4 In. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board - Classified or Unclassified - Min 1/2 in thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-1/4 In. long steel drywail malls spaced 12 In. OC. Wallboard attached to steel studs (Item 4A or 48) with 1 in. long Type S steel screws spaced 12 In. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nall or screw heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.062 In, thick, min 2 In. wide with min 2 In. and 2-1/2 In. legs. Clips secured with one Type S screw 3/e in, long to "H" studs and with one Type W screw 1-1/4 In, long to wood framing or steel framing through holes provided in trip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 it high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. 7. Batts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. UL -0373 2 HR WAIL SCALE: N.T.S. System No. W -L-2377 F Ratings - 1 and ?_ Hr See Items 1 and 3 T Ratings - 1 and 2 Hr See Items 1 and 3� Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 4007 - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHAH BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIFS 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 T l SERIFS DESIGN IN THE UL FIRE SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL , 00 OR 1400 , E i. RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN. THE FI T PSYSTEM IS E UAL TO THE HOURLY FIRE RATING OF THE WAI1 THE HOURLY F AN T RATING OF E REQ 0 O L ED 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 PIPFS MAY BE USED. A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARU GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTEROSDR1,5.5 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 APPHH.) WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION A MIN 112 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 O.gS I Fi Reproduced by HILTI, Inc. Courtesy of Vv ccs `O Underwriters Laboratories Inc. ^0 June 20 21111 0 Hilti Firestop Systems FIRE CAULK - HILTI SYSTFM No. W -L-2377 UP TO 2" CPVC & DRYWALL - 1 I0 2-LIOUR Aut Fire Sprinklers, Inc. SCALE: NONE 00203 P ETRAT0 PRU 0 2 HR SCALE: N.T.S. W 11 C) O CL ll V) W D SD5 V) w � O r- 1 �!I 1 If 1 d LAJ N JJ � IJ" � •: Q » r-- t1C c�i U s -ZN Z a O O Z Cn _J r .00 •J • •R 4 • cli W Z C/] L Q _ Q 3:rr��rf/rr a �1JJ%%0 O� N E,z_ cD SD5 V) JJ O d' WET � Cn `e � W Z C/] Q W O� N E,z_ cD ' L � Z � O ILEI d �W �WE­ W PT, 7 O O 0 _J o r Lir E-;� _111 CQ E-1 d OWLLJ � 09 Q_J W L --- C/-) LL L_ SD5 Cn go W .1 I --.Lu z 09 Q_J \` --- >_ < 7!5; J C U LIJ � =� <a< � a_ :2 _J'7 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SD5 r� w Design No. CTgo6 TOE' PLATE 0E WALL *ATTIC DETAIL—ADJACENT TO TRUSSESBearhW WaRs-2I R_ � Nonbearing bAU RAtIn�g 2 TRUSSES AT 24" O.C. p 1 " DENSGLASS ULTRA SHAFT LINER PLAN VIFW- TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFI.1- EIRE RFTARDENT TREATED PLYWOOD FIRST 2'--0" ABOVE FASCIA 5/8" 1 YPE- "X" DENSGLASS MOISTURE RF SISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT -- PRE -FINISHED ALUMINUM SOFFIT AND FASCIA 10 - f MATCH C_ i 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK ,JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FIRE RATED/ PROTECTD OVERHANG DETAIL S [ SCALE: N.T.S. WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3518 GENERIC 1 HOUR 35739 39 STC GYPSUM WiA UAOAIRD, WOOD STUDS FIRE SOUND Gine layer she[ type X gypsum wallboard or gypsum veneer base "led parallel or at rklht angles to each sidle of 2 x 4 wood studs 24" o.c• m th 6d orated naIts, 171a" long, 0.091 W, shank, lie' heads, 7' o.c. Jdrft staggered 24" on opposite sides. (LOAD-BEARING) Thickness 4TW Approx. Weight: 7 pst Fire Test UL R3501-47, 48.9-17-65, UL Design U309; UL R1319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404.10-14-70 0 1 HOUR FIRE RATED EXTERIOR WALL ASSEMBLY (U309) DCSCALE: 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. 0373 EXTERIOR WALL INTERSECTION DETAIL %SCALE: N.T.S. GYPSUM PANEL_ PRODUCT AS SPECIFIED --� INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAI FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE. OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL, 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C w PANELS OVER METAL "H" � LLI �> TRUSS .:Z SYSTEM PER O. Qcc J NO MINIMUM AIR SPACE SPECS SEE CjQ 3/SD5 (WHI 495-0743) EXTERIOR FACING -- 0.0 z H 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD H -STUD W/BATTEN STRIPS MECHANICALLY TYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING STUDS cn rQi J p -WRAP TRUSS AT GERMINATION POINT W/ 1 LAYER 5/8" TYPE = "X" DENSGLASS EX1 SHEATHING EA SIDE OF TRUSS 24" BACK -- <rr11 B FROM FASCIA DOWN INTO SOFFIT BOX FIRE CAULK ALL JOINTS F— �Jry �n () AND SEAMS LTJ � A_I-TIC = � EXTERK)R < 0 -� :2 J :2 DESIGN WOOD TRUSS DRAWN TJF 5/8" TYPE "X" DENSGI ASS CHECKED TJF/WMR 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C -- DWG.No. M01`=.,TLJRE RESISTANT JOB No. 905/117 "X" SCALE PANELS OVER METAL "H" STUDS AT ROOF TRUSS EXTERIOR SHEATHING USED 06/22/11 - - 1 LAYER 5/8" TYPE DENSGLASS EXT SHEATHING BETWEEN SYSTEM IN ATTIC PER MANUFAC TURERS SPECS SEE AS SOFFIT HACKER BOARD TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP DO NOT VENT OR PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK 3/SD5 (WHI 495-0743) PENETRATE SOFFIT :," JOIN -15 AND SEAMS 2 SECTION A -A THROUGH TRUSSES & SHAFT LINER TOP PLA LE OF WALL . _ - _ D 6 SCALE: N.T.S. PLAN VIFW- TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFI.1- EIRE RFTARDENT TREATED PLYWOOD FIRST 2'--0" ABOVE FASCIA 5/8" 1 YPE- "X" DENSGLASS MOISTURE RF SISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT -- PRE -FINISHED ALUMINUM SOFFIT AND FASCIA 10 - f MATCH C_ i 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK ,JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FIRE RATED/ PROTECTD OVERHANG DETAIL S [ SCALE: N.T.S. WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3518 GENERIC 1 HOUR 35739 39 STC GYPSUM WiA UAOAIRD, WOOD STUDS FIRE SOUND Gine layer she[ type X gypsum wallboard or gypsum veneer base "led parallel or at rklht angles to each sidle of 2 x 4 wood studs 24" o.c• m th 6d orated naIts, 171a" long, 0.091 W, shank, lie' heads, 7' o.c. Jdrft staggered 24" on opposite sides. (LOAD-BEARING) Thickness 4TW Approx. Weight: 7 pst Fire Test UL R3501-47, 48.9-17-65, UL Design U309; UL R1319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404.10-14-70 0 1 HOUR FIRE RATED EXTERIOR WALL ASSEMBLY (U309) DCSCALE: 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. 0373 EXTERIOR WALL INTERSECTION DETAIL %SCALE: N.T.S. GYPSUM PANEL_ PRODUCT AS SPECIFIED --� INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAI FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE. OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL, 1" DENSGLASS ULTRA SHAFTLINER SIN 2" H -STUD EXTERIOR WALL FRAMING U373 OFFSET EXTERIOR WAIL. DETAIL SCALE: N.T.S. 2" C -TRACK MK 1 2 Ha�imaaeok StctAon . i. Concrete Blocks* - Nominal 5 by 8 by 16 in., hollow or solid. Classificaon D-2 (2hr). Anchor Concrete Products, Inc. Florida Rock Industries, Inc. Pike Industries Inc., d/b/a 711con Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in... brick, of not less than 2-1/4 and not more than B -t/ 2 parts of cls sharp sand to i part Portland cement (proportioned by volume.) and not more than 5o scent hydrated line (by cement volume). Vertical joints stanered. 3.. Pordand Cement Stucoo or G "sum Pbot - If used, add 1/2 hr. to Classification. Attar to concrete blocks (Item i) 4. Foamed Plasttic* - (optional - not shown) i i/2 in thick max, 4 ft wide sheathing attached to concrete blocks (Item i). Celotex Corp. -T ype Thearnum *Beaving the LTL Classification Marking 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER ML]AI. "H" SIDE OF CENTERLINE OF FIRE WALL STUDS AT ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURER. SPECS _SEE (2) 1" SI -]AFT WALL 1-.INER ---- FIRE WALL_ ULA U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. , A F FIRE BLOCKING (2) 1" SHAFT WALL [_INER 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 495-074`0 USE 2" DEEP ELEC BOXES. ALL SWITCFILS, RECEPT., PIPES, & ETC SHALL BE SURFACE MOUNTED. 1 112 FURRING AT PARTY WALL 7- 0 CL U w D 3/SD5 (WHI 495-0I4.6) f ALUMINUM CLIP PER F'R I' � o �t011'iiiy�� N PRE NGINEERED RO F ,r�``� \#'a3�°°°ii w TRU 3 ES AT 24 O.L �,..•a•••., �/� �.� - o 112" GYPSUM CEILING BOARD ALUMINUM CLIP PER MF'R BACK TO BACK C -TRACKS ALUMINUM CLIP PER MF'R 1 1/4" DRYWALL SCREW -ACCOUSTIC SEALANT z O LL] w w w w cn I cn w :> FLOOR TRUSSES (PER PLAN) �— 112" GYPSUM CEILING BOARD BOTTOM 1 -RACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN z FASTENER Ai 24" O.C. O > w w L-1 USE I.IMEROCK AGGREGATE w PER SECT. 721 OE THE F BC w 2007 ED. TO GET 4" EQUIVALENT v) THICKNESS (REF TBL 721.3.2). 1 VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED w HAS CORRECT RATING. > TYPICAL FOOTER- SEE FOUNDATION -�'j ll -1 "'--i" II IIIiII 11lll'lilf�-3 112" MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT III i11111�1IlillllI III l -1!I= REINFORCED WITH FIBERMLSI-I ON =III_ EHIII lil__III 111_ 111 I11--111= 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c - 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION — DETAIL 1,2,&3 ON SHEET SD5 2 HR FIRE WALL DEJA1L (U3-73) SCALE: N.T.S. 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C w PANELS OVER METAL "H" � STUDS AT FLOOR TRUSS .:Z SYSTEM PER O. Qcc J MANUFACTURERS SPECS SEE CjQ 3/SD5 (WHI 495-0743) EXTERIOR FACING -- 0.0 z H 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING STUDS 1" DENSGLASS ULTRA SHAFTLINER SIN 2" H -STUD EXTERIOR WALL FRAMING U373 OFFSET EXTERIOR WAIL. DETAIL SCALE: N.T.S. 2" C -TRACK MK 1 2 Ha�imaaeok StctAon . i. Concrete Blocks* - Nominal 5 by 8 by 16 in., hollow or solid. Classificaon D-2 (2hr). Anchor Concrete Products, Inc. Florida Rock Industries, Inc. Pike Industries Inc., d/b/a 711con Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in... brick, of not less than 2-1/4 and not more than B -t/ 2 parts of cls sharp sand to i part Portland cement (proportioned by volume.) and not more than 5o scent hydrated line (by cement volume). Vertical joints stanered. 3.. Pordand Cement Stucoo or G "sum Pbot - If used, add 1/2 hr. to Classification. Attar to concrete blocks (Item i) 4. Foamed Plasttic* - (optional - not shown) i i/2 in thick max, 4 ft wide sheathing attached to concrete blocks (Item i). Celotex Corp. -T ype Thearnum *Beaving the LTL Classification Marking 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER ML]AI. "H" SIDE OF CENTERLINE OF FIRE WALL STUDS AT ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURER. SPECS _SEE (2) 1" SI -]AFT WALL 1-.INER ---- FIRE WALL_ ULA U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. , A F FIRE BLOCKING (2) 1" SHAFT WALL [_INER 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 495-074`0 USE 2" DEEP ELEC BOXES. ALL SWITCFILS, RECEPT., PIPES, & ETC SHALL BE SURFACE MOUNTED. 1 112 FURRING AT PARTY WALL 7- 0 CL U w D 3/SD5 (WHI 495-0I4.6) f ALUMINUM CLIP PER F'R I' � o �t011'iiiy�� N PRE NGINEERED RO F ,r�``� \#'a3�°°°ii w TRU 3 ES AT 24 O.L �,..•a•••., �/� �.� - o 112" GYPSUM CEILING BOARD ALUMINUM CLIP PER MF'R BACK TO BACK C -TRACKS ALUMINUM CLIP PER MF'R 1 1/4" DRYWALL SCREW -ACCOUSTIC SEALANT z O LL] w w w w cn I cn w :> FLOOR TRUSSES (PER PLAN) �— 112" GYPSUM CEILING BOARD BOTTOM 1 -RACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN z FASTENER Ai 24" O.C. O > w w L-1 USE I.IMEROCK AGGREGATE w PER SECT. 721 OE THE F BC w 2007 ED. TO GET 4" EQUIVALENT v) THICKNESS (REF TBL 721.3.2). 1 VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED w HAS CORRECT RATING. > TYPICAL FOOTER- SEE FOUNDATION -�'j ll -1 "'--i" II IIIiII 11lll'lilf�-3 112" MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT III i11111�1IlillllI III l -1!I= REINFORCED WITH FIBERMLSI-I ON =III_ EHIII lil__III 111_ 111 I11--111= 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c - 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION — DETAIL 1,2,&3 ON SHEET SD5 2 HR FIRE WALL DEJA1L (U3-73) SCALE: N.T.S. 7 w = � � ^� .:Z Z O. Qcc J "-+ � N w4 CjQ 0 - 0.0 z H af Li J (� O��wH z L Ll < LTJ w 7 w LaJ Cn Z ^� O. Qcc "-+ � N w4 E-+ Cn EN 0 - z H Li J (� O��wH z L Ll < LTJ w 7 LaJ Cn Z ^� O. Qcc "-+ � N w4 E-+ Cn EN z H �Cww O��wH z oo x P-0 cn SD6 LaJ L"J cn J p = L - Li L.o J <rr11 B F— �Jry () LTJ � F_ = � < 0 -� :2 J :2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 - SD6 APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL Z:!. \ ` i FLASHING OVERLAPPING P��(N LINE OF DOOR I NAILS 0 6" O.C. OPENING - 0 BETWEEN EACH TRUSS CUT IIOUSEWRAP IIS II I I I - I I I `� 0 I II III III tlI �I I I FLASHING n �i „I III oI r I I I 16" DEEP OPEN WEB FLOOR TRUSSES PER IIS PA\ONi ,% EN SEE EV _1 STEP 1 STEP 2 STEP 3 STEP 4 INSTALL 6" WIDE Z:!. SELF -ADHERING MEMBRANE i FLASHING OVERLAPPING P��(N DOOR FRAME I" L.•,1 NAILS 0 6" O.C. z 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES BETWEEN EACH TRUSS EXTEND SELF -ADHERING MIN MEMBRANE FLASHING 1" I `� MIN BEYOND JAMB ._._..-._...----- FLASHING - SEE DOOR DETAILS FOR FINISH/TRIM DETAILS STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUI HOUSF.WRAP AT 45" ANG[ F MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING STUD WALI INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBRAF FLASHING MIN 1" SILL FLEXIBLE FI, EMPORARILY OLD UP & SEC OUSEWRAP (OR UCK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 NSTALL SELF -AD MEMBRAL -LASHIN( VAILING HEAD EXTEND SELF -AD MEMBRAF 1" MIN H FLASHIN( ALIGN FLASHING W/ INT, EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAZI STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBRA at SILL. EXTEND FLASHIN, FOLD HOUSEWRAP - & TAPE. DIAGONAL C T & ACROSS HEAD OF WINDOW ,PPL.Y I" NOM. :ONTIN000S BEA EALANT AT JAM .ND HEAD or AF 0 BACK OF WIN TAILING FLANGE NE W/ 'RE -PUNCHED H IR SLOTS. INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS 1 DOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED $ IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS NAMN& 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) FLEXIBLE PERISHING \ at SILL, FLUSH TO ` INTERIOR FRAMING. INTERIOR VIEW . _ STEP 7 STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPENING FLASHING DETAIL.._.S 5 SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION— OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (b" NOMINAL THICKNESS) FINISH SECOND FLOOR FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION. (}" NOMINAL. THICKNESS) REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS, ALUM. DRIP EDGE SET ROOF CEMENT & NAILI j"x1j" BLOCKING PREEN. ALUM. FASCIA VENTED SOFFIT. PROVIDE CONTINUOUS J" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEERS CONNECTION SCHEDULE. SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS " OSB SUBFLOOR GLUED & SCREWED —, ROOF CONSTRUCTION VU ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" i 058 SHEATHING WITH 'H" CLIPS & ANCHORED TO P��(N APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN - --_ NAILS 0 6" O.C. z 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES BETWEEN EACH TRUSS OVER ENTIRE ROOF, USE ONLY ENOUGH NAILS TO �\ \� HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY - I `� SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL ._._..-._...----- DRIP AT EAVES. ` ---- REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. M\N\i 16" DEEP OPEN WEB FLOOR TRUSSES PER i'o / PA\ONi ,% EN SEE EV o NAILED OVER rx1}" BLOCKING 1'-U" U/S OF SOFFIT" INTERMEDIATE WAIL SECTION SCALE: N.T.S. min CLEAN COMPACTED, TERMITE TREATED FILL, 6 MIL, POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. tntcX: 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. -ArrALT SHINGLES OVER #15 FELT PAPER ON 7/16" �! BSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES @ 24"O.C. MAX. W/ 8d GUN NAILS 0 6" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP Of CONIC. 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 �01, `ON ��11.1* pmelim"I'MAN, FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION SCALE: N.T.S. 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 Q REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE, INSULATION BAFFLE BETWEEN kEACH TRUSS i PROVIDE MIN, R19 BATT INSUL. &7e° DRYWALL CEILING PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF IRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 VU TOP OF BLOCK i P��(N ALUM. DRIP EDGE OVER - --_ _ NSULATION BAFFLE z REHAR W/ USP HTA16 UPUFT STRAP EMBEDDED 7" BETWEEN EACH TRUSS FASCIA �\ \� .UJS OF SOFFIT I `� ._._..-._...----- ALUM. DRIP EDGE SET IN ` ---- REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. INTO BOND BEAM. (SEE STRUCT. ENGINEER'S 16" DEEP OPEN WEB FLOOR TRUSSES PER PLASTIC ROOF CEMENT I #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S FLOOR TRUSS LAYOUT o NAILED OVER rx1}" BLOCKING 1'-U" U/S OF SOFFIT" 0 TBP OF WINDOW `0 c.16 PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT PREFIN. ALUM, FASCIA & 42" _ SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES VENTED SOFFIT. l7j" REQUIREMENTS BOND BEAM FULLY GROUTED & REINFORCED (SEE 2" 440 P4 / STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICAIIONS & GROUND FLOOR I UPLIFT REQUIREMENTS) FINISHED TEXTURE COATING PER BUILDER - PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW Ljj SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT SPECIFICATIONS OVER PRIMED 3 COAT I_ ... pa CONNECTIONS CEMENTITIOUS APPLICATION. FI -FOIL AA --2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) dL7rDr 4' NOMINAL THICKNESS) INSIDE AIR FILM (R-0.68) INSTALL WINDOW PER WINDOW MANUFACTURER'S DRYWALL & 3" CEMENTITIOUS " B3^" PAINTED DRYWALL (R-0.45) CEMENTITIOUS FINISH (PER ELEVATION) T -NAILED INTO BLOCK. 88 FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE - 8" CONC. MASONRY UNIT WALL (R-1.11) SECOND) FLOOR INSULATION (R-4.1) FINISHFD TEXTURE COATING PER BUILDER SPECIFICATIONS NSIDE AIR FILM (R-0.68) OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" rr < �'xl�" PRESSURE TREATED STRAPPING ® 24" O.C. NOMINAL THICKNESS) - (R-1.00) (R-1.10) T -NAILED INTO BLOCK. #5 VERTICAL REBAR IN CONC, FILLED CELL PER STRUCT. TOTAL R -VALUE - (R-8.61) DESIGN 1"x31" STUDS d 16" O.C. (SFE STRUCL ENGINEER'S DRAWINGS FOR FOUNDATION INTERMEDIATE WAIL SECTION SCALE: N.T.S. min CLEAN COMPACTED, TERMITE TREATED FILL, 6 MIL, POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. tntcX: 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. -ArrALT SHINGLES OVER #15 FELT PAPER ON 7/16" �! BSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES @ 24"O.C. MAX. W/ 8d GUN NAILS 0 6" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP Of CONIC. 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 �01, `ON ��11.1* pmelim"I'MAN, FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION SCALE: N.T.S. 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 Q REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE, INSULATION BAFFLE BETWEEN kEACH TRUSS i PROVIDE MIN, R19 BATT INSUL. &7e° DRYWALL CEILING PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF IRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 VU vPR��S i P��(N ALUM. DRIP EDGE OVER - --_ _ NSULATION BAFFLE z REHAR W/ USP HTA16 UPUFT STRAP EMBEDDED 7" BETWEEN EACH TRUSS FASCIA L i ATTIC ._._..-._...----- TOP OF PLATE ` ---- REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. INTO BOND BEAM. (SEE STRUCT. ENGINEER'S #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" 0 CONNECTION SCHEDULE) `0 TOP OF WINDOWS --- 1' 0'� 42" _ SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION IuJ PER FBC-RES R613,6 & R613.7.5 REQUIREMENTS 440 P4 / GROUND FLOOR I < - - PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW Ljj 1 f �" PAINTED DRYWALL (R-0.45) VENTED SOFFIT INSTALLED PER MANUFACTURER'S DO n SD7 .� FI -FOIL AA --2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) INSTALL WINDOW PER WINDOW MANUFACTURER'S DRYWALL & 3" CEMENTITIOUS 4"x1�" PRESSURE TREATED STRAPPING © 24" O.C. (R-1.10) SPECIFICATIONS & INSTALLATION INSTRUCTIONS rY L—L i CEMENTITIOUS FINISH (PER ELEVATION) T -NAILED INTO BLOCK. PER FBC-RES R613.6 & R613./.5 - 8" CONC. MASONRY UNIT WALL (R-1.11) SECOND) FLOOR 00 FINISHFD TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" rr < -I.. NOMINAL THICKNESS) - (R-1.00) U #5 VERTICAL REBAR IN CONC, FILLED CELL PER STRUCT. TOTAL R -VALUE - (R-8.61) DESIGN 1"x31" STUDS d 16" O.C. (SFE STRUCL ENGINEER'S DRAWINGS FOR FOUNDATION TJF ENGINEER'S DRAWINGS) CONSTRUCTION DETAILS 5 ENGINEER'S DRAWINGS W/ MIN, 25" OVERLAP, TIED TO BATT INSUL FILLED (R-13) _ STRUCT. ENGINEER'S SPECIFICATIONS. Joe No. ?�" OSB EXTERIOR SHEATHING SCALE AS NOTED LII CONT. ROD IN FOOTING & BOND BEAM 4 OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER FINISH SLAB ON GRADE �-- GALV. MTL LATH W/ #15 FELT PAPER OVER APPROVED SD7) HOUSCWRAP. a FINISH GRADE a o (e" NOMINAL THICKNESS) PLASTER SKIM COAT OR I 1 PAINTED FOUNDATION WALL 3 TYPICAL F-AVE(D D ETAI l__ SCALE: N.T.S. ROOF CONSIRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON //16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & S IRUCT. ENCINEER'S FRAMING SPECIFICATIONS)00 VU vPR��S i P��(N ALUM. DRIP EDGE OVER - --_ _ NSULATION BAFFLE J%17'"OVER 12"x5�" SPR. TOP OF WINDOWS BETWEEN EACH TRUSS FASCIA L i ATTIC ._._..-._...----- TOP OF PLATE ` ---- REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" DRYWALL CEILING `0 TOP OF WINDOWS --- 1' 0'� 42" _ SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION IuJ PER FBC-RES R613,6 & R613.7.5 REQUIREMENTS 440 P4 / GROUND FLOOR I < - - PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW Ljj 1 f �" PAINTED DRYWALL (R-0.45) VENTED SOFFIT INSTALLED PER MANUFACTURER'S DO n SD7 .� FI -FOIL AA --2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) SPECIFICATIONS INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) INSTALL WINDOW PER WINDOW MANUFACTURER'S DRYWALL & 3" CEMENTITIOUS 4"x1�" PRESSURE TREATED STRAPPING © 24" O.C. (R-1.10) SPECIFICATIONS & INSTALLATION INSTRUCTIONS rY L—L i FINISH = 98" T -NAILED INTO BLOCK. PER FBC-RES R613.6 & R613./.5 - 8" CONC. MASONRY UNIT WALL (R-1.11) SECOND) FLOOR 00 FINISHFD TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" rr < -I.. NOMINAL THICKNESS) - (R-1.00) z" TAINTED DRYWALL SEE SIRUCTURAL ENGINEER'S TOTAL R -VALUE - (R-8.61) DESIGN 1"x31" STUDS d 16" O.C. (SFE STRUCL ENGINEER'S DRAWINGS FOR FOUNDATION TJF ENGINEER'S DRAWINGS) CONSTRUCTION DETAILS 5 BATT INSUL FILLED (R-13) _ STRUCT. ENGINEER'S SPECIFICATIONS. Joe No. ?�" OSB EXTERIOR SHEATHING SCALE AS NOTED FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS DATE 4 OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER FINISH SLAB ON GRADE �-- GALV. MTL LATH W/ #15 FELT PAPER OVER APPROVED SD7) HOUSCWRAP. a FINISH GRADE a o (e" NOMINAL THICKNESS) FINISH SECOND FLOOR ii 116" DEEP OPEN WEB FLOOR JRSSIIA FLOOR TRUSS LAYOUjTOP OF C.M.U. WALL__�/.. POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & RFINF.) TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. VU i BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & L i UPLIFT REQUIREMENTS) li ` ---- REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S Ill DRAWINGS) INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS Lil IuJ PER FBC-RES R613,6 & R613.7.5 J 440 P4 GROUND FLOOR I < - - PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW Ljj 1 �" PAINTED DRYWALL (R-0.45) DO ACTUAL WALL THICKNESS FI -FOIL AA --2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & 3" CEMENTITIOUS 4"x1�" PRESSURE TREATED STRAPPING © 24" O.C. (R-1.10) U rY L—L i FINISH = 98" T -NAILED INTO BLOCK. - 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHFD TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" rr < 0I < NOMINAL THICKNESS) - (R-1.00) J SEE SIRUCTURAL ENGINEER'S TOTAL R -VALUE - (R-8.61) DESIGN DRAWINGS FOR FOUNDATION TJF CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER DWG.No. _ STRUCT. ENGINEER'S SPECIFICATIONS. Joe No. 905/117 SCALE AS NOTED ` DATE CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE a FINISH GRADE a o PLASTER SKIM COAT OR I 1 PAINTED FOUNDATION WALL 4'. 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 & RFINF.) TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. SD7 VU i 0 SUMO.-, °' W z p 44 L i li fes. �O�Q� F-� U Ill O Z. O G - Z E- - ... Lil IuJ 0 I=i J 440 P4 J O < - Ljj L.,J LLQ SD7 17) L i fes. ®� 00 c A i < / L.,J LLQ U rY L—L i L:9 rr < 0I < J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. Joe No. 905/117 SCALE AS NOTED ` DATE 06/22/11 SD7 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 ROOF - TOP OF PLATE 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT 4 no UI_ U338 1 �IOUR RATED NON-LOADBF ARM PANEL_ 2X4'S 'LA[ WISE SPACED AT 24" O.C. I LAYER" I'YPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER 8" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEAI AN f AT BOTTOM TO TOP OF CMU WALL FINISH SECOND FLOOR RDF INSULATION BAFFLE BETWEEN EACH TRUSS ATTIC PROVIDE MIN. R19 BATT INSUI._. & 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 F I R E_ WA L L. SEE SHEET SD6 $" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) a" 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. (J" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR TRUSSES 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) r�ld- I CC) GROUND FLOOR (7) SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE ._--- n I FINISH GRADE D I 4 ° co d 4O d. C) PLASTER SKIM COAT OR z PAINTED FOUNDATION WALL L4_1 - a 1 HOUR RATED CMU WALL_ INDICA I LS 1 HOUR RAI ED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL 7 I° 4 a- I ° 4 d 31" 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.) 4 1 HOUR EXTERIOR WALL SECTION (TYP) SDH SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD Bass layer sSee type X gypsum wallboard applied at right angles to wood root trusses 24" o.c. with 144" Type W or S drywall screws 24" o.c. Fe(x layer a/e" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1778" Type W or S drywall screws 12" o.c. at joints and intermediate trusties and 11/2" Type G drywall screws 12" o.c. placed 2" back on either side of and joints. Joints offset 24" from base layer joints. Wood trusses supporting 1/2" wood structural panels applied at right angles to trusses with 8d nails. Appropriate root covering. r�5 UL DETAILS SD8 Desip Na U301 Readug Wal Rating -2, ED Friniah Rathig -" Mills. Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2.25-72: ITS, 84.98 2. dotb - Exposed,. in. thick gypatun vele baseboard_ Joiub t(ain1 madwi6jointfinisher. J wit fiber tape sadjoint 5nisibm. As an alternate, nominal 3/32 maybe applied io the entire slarface of Cbrairsed venter 3. Nails- 6d cement coatedivaiis 1-7/9in_ long, 0.0913 in. shank diems, 1/4 in. duce heads, and Bit cement coated a&& 2-378 in, berg, 0.113 in. shank diem, 9/32 in. diami heads. 4. Gypum, Board - * - 519 in.1hick, two lam applied tiller harizarMyor vertically, Inner UW attached to skin vvil, the 1-7/1 sit. nails spliced 6 in. QC_ flair 11(ygr alteched to studs over inner layer wilh the 2-319 io_ lortg mails spaced S iia- OC. Vertical joints located over studs. All joint is face hym slaggered will joie in bee layers. Jairb of each bene iayer`offset with joints of base layer on opposite side. When wed in widths .ober iban 48 in., gyp om board to be inalalled burly; is laq Type S boglerhead steel sareva spaced max 24 in- E long 1yp S bugle -bead steelamews spaced max 12 in.±€ C. 6 _U L DETAILS DJ86 UL DESIGN U338 Design to. UM September 15, 3 o Nee•aerkl. a. wrirG w.n atlnS - 2 xR (w Seeaw 2 and 2A) MnW ftdng - One Leer M Walwrd - Min. 20 MU. Two tayMa of WaNboard - Min. a0 Nla Land ReMrkbd for ConaMn APPlkada - w IuMs AIM2 RRONrAL SECTION 1. Wend Studs - Nom 2 by 3 or 2 by 41n., flat wine, spaced 241n. O.0 new, effecW■Iy RMaaWed. 2. GMUSeard" - for Nonbgmrq Wall rating - One layer of 5/a In. chick gypsum board Sentientineach side of sius. GYpsem eeerd applied oritontelly or verikelW, links spanned below, Wim yrot■I Jana snared o sntane tu, nailed to Ands and bmnrq Plains 71n. O.C. with fid ttmem coaled none, 1-7/8 In", 0.0915 In. shank dlem and 1/4 In. diem Fond. As an alternate, No. 6 bugle Med dnywa4 somal, 1.778In. long, may be substituted for the ad omtlht wend nalls. 25. GYPSUM load* - (AS An alternate to tam 2, not shown) - For Nonbearing Wall rating - Any 5/0 In. thick gypsum PseeU $40114d by the CI mified Companies listed below shown Gypsum St ard4 (CKNX) category. Applied horlmntally or wxlles ly and attached te tads and bearing pintos want 1.1/4 In. long Type W cobrea thread gypsum panel steel screws speced a max! In. OC, With last straw 1 In. Fpm edge of board. When used M widths other than 4S M., gypsum board to be Installed horizontally. CANADIAN GYPSUM COMPANY UNXM WrATIS GYPSUM CO URG MEE= S A DE C V 2C. GYWum wyde - Same as lam 28. For searing Wall rating - Additional layer of 5181n. thick, 4 it Wide Wallboard each side of generally. Attached to studs over inner layer a In. O.C. max with 1-7/8 In. long Type W room mind gypsum Mal steel screws. CANADIAN GYPSUM COMPANY UNLnD STATUS GYPSUM CO USG M XIW S A 0E C V 2D. Gypsum Mosrde - (Aa an alb■mate to Item 2, not mown) - For Norhbearing Wag rating - 5/e In. thick gypsum panels apple d horizontally or yrecally and attached to studs and bearing plain with 1-1/4 In. long Type W coarse thread gypem peund sal strew! pend a max 8 in. OC, With IoM sow 1 In. from edgf of board. When used m wMmn other men 48 in., gypsum board to be Install horizontally. AMBRICM GYPSUM CO - Types AG)( -1, AG -C CURTAIMMED GYPSUM GIC - Proitoc Type C or ProRac Type X CERTAIWMID GYPSUM CANADA INC - ProRoc Type C or PIUROC Type X TIMPL!-INLAID - Type TG{ 2E. Oya u load" - Same a tam 20. For Searing Wall will - Additional layer of 5)s In. Mick, 4 R wine Wallboard each side of aMemay. Attached be Muds oyer Inner layer a in. O.C. max with 1-7/8 In. ting Type W tuaris thread gypsum panel steel straws. AMURICAN GYPSUM CO - Types A(:X-1, AG -C CERTAZWMID GYPSUM INC - PMRW Type C or Proper Type X CIRTAIMF!!D GYPSUM CANADA ZMC - ProRoc Type C or PreRcc Type X TEMPLE-aNLAND - Type TG.0 2F. Gypsum boards - (As an alternate to Item 2, not Shown) - For Nonbearing Wall rating -518 in. thick gypsum panels, with square edges, applied either homat ntally m vertically Gypsum Panels hSaned to taming with 1-1/4 in. long Type W corm" throw gypsum panel Steel screws spatial a max 8 In. OC, wfth last 2 wows 1 and 4 In. from edge of board or .tied as described In hem 3. When used In wMths of other than 481n., gypsum boards an to be installed horizontally. TEMPLE-2NLAND - GreenGlaes Type X. TMP.6VUMD - Type X ComfortGuard Sound Deadening Gypsum enard. 21. Wail anti Par t"04 Padrga MM Ag rimm - (As an akamate to ]ton 2 through 2N) - Nominal 5/81n. thick, 4 R wide panels, applied virtually and eaored as dowAbfd In tam 2 or 2A. SER20YS 14ATNUALS 2NC - Types Qulatitocic ES, Qu14tRnck 527 3. 3eirda and NW MYds - Gypsum board )oma of outer layer owed With Peyer tape and rant compound. Nati heads of outer lay- covered with joint compound. AS an alternate, nom 3/32 In. thick gypsum veneer plantar may be applied to the entire sraf le, of Classified veneer baseboard with rants reinforced with paper ape. 4. Babb and Rank•a4 - (Optional) - Max t In. thickness glace or mineral fiber batt Insulation. See Sans ala 810 1 * (MZIZ) category for name of Classified compamn. 4A. PUW Spreyad" - As an alternate to Boa and Blankets (Item 4) - Spray applied calludues material. The fiber in 3Ppllad with water a completely nil UM enclosed cavity m amordance with the appikatlon Instructions supplied with the product. Nominal dry density of 3.0 Wifft)Nw to M eppll®tlon method; The flow a applied With U.S. Gnenfiber LLC Type AD100 hot rrNm it adhesive at a nominal ratlo one Part wheswe to 6.6 parts Mer to ompklely fill the enclosed cavity In Accordance with the application Instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. U S GMENPIER L L C - Cocoon2 Stabilized or Cocoon-FRM Mrs Rated Materall 48. Miller, Is A* - As an aaemebe to Bina and Markets (Item 4) and Item 4A - Spray applied cellulose Insulation material. The fiber Is applied with water to Interior surTacos In accordance With the application InstruWens supplied With the Product. Applied to completely fill the enclosed Cavity. Minimum dry density of 4.3 pounds per bac it NU -WOOL CO INC - Cellulose insulation 4C. Fiber, gpyayp" - AS an alternate to Sats and Blankets (Item 4) - Spray applied Ceiluicon fiber. The fiber is applied With water Up completely All the enclosed cavity in accordance with the application Instruction supplied With the product the mhnlmUm dry density Shan be 4.30 I112/11t3. INrERM710MAL MLUWSE COW - Celber-RL trkp the UL Classlflcetion Mark 7 UL DETAILS S ® UL DETAILS REPRINTED WITH PERMISSION FROM UNDERWRITERS LABORATORIES. COPYRIGHT 9 UNDERWRITERS LABORATORIES I FIRE RETARDANT TREATED PLYWOOD SHEATHING ON --- PORCH ROOF LTJ Q Z O W 2 LAYERS 5/8" TYPE "X"q Q DENSGLASS MOISTURE 1 HOUR RATED CA FILE NO. RC2602_ RESISTANT EXTERIOR �2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON SHEATHING USED AS PORCH CEILING SOFFIT BACKER BOARD DO NOT VENT OR - PENETRATE SOFFIT PRE -FINISHED ALUMINIJM SOFFIT AND FASCIA TO CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON MATCH STRUCTURAL SHEETS FOR ACTUAL SIZE 1 PORCH OVERHANG DETAIL.. S�8 SCALE: N.T.S. � w O `.e4a LL Oz Z 0 C-4< o a � 0 Z 6 a U,;F> 0 CO e••, )l ass sas s's ' Q `� _3 o 1 LTJ O 00 Z (/ D LLJ O O J LTJ W V JCr W < w V�V O U - < O < ---_ _J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 W f CQ CQ r Cco ~ I C.n ITr r\ Cn P4 Lr -j ~ CQ C\J LTJ � JI C I po LL 1 LTJ O 00 Z (/ D LLJ O O J LTJ W V JCr W < w V�V O U - < O < ---_ _J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF W1 GENERAL NOTES: 1. ALL BRANCH CIRCUIT CONDUITS SHALL CONTAIN A MINIMUM OF (2) #12AWG WIRES, PLUS A MINIMUM OF #12AWG GROUND WIRE UNLESS OTHERWISE NOTED. ADDITIONAL WIRES REQUIRED ARE SO INDICATED BY THE NUMBER OF TIC MARKS SHOWN OR AS REQUIRED. ALL HOMERUN BRANCH CIRCUITS AS SHOWN ON THE DRAWINGS SHALL BE INSTALLED AS INDICATED UNLESS PRIOR APPROVAL FROM THE ENGINEER AND OWNER IS RECEIVED IN WRITING. ALL BRANCH AND FEEDERS CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS MINIMUM CONDUIT SIZE SHALL BE 1/2". 2. COORDINATE THE LOCATION OF ALL DEVICES AND BOXES WITH WINDOWS, CHALK/MARKER BOARDS AND BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO INSTALLATION OF CONDUITS OR BOXES, CONTRACTOR SHALL CONSULT ALL CONTRACT DRAWINGS TO VERIFY CONFLICTS WITH MARKER BOARDS, BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO BIDDING. 3. COORDINATE HEIGHTS OF WALL MOUNTED LIGHTING FIXTURES TO CLEAR MIRRORS, CABINETS AND BUILT-INS. 4. CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 5. PROVICE IDENTIFICATION, AS SPECIFIED IN THE 2008 NEC 230.2(E), AT EACH METER LOCATION. 6. DRAWINGS COMPLY WITH FBC 13-413. PUNCHDOWN TERMINAL AS REQUIRED BY TELEPHONE COMPANY 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR 4 PAIR CAT5 FROM BACKBOARD BY TELEPHONE COMPANY ELECTRICAL SPECIFICATIONS: GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. ABBREVIATIONS AND ACRONYMS A AMPERES KW KILOWATT AC ALTERNATING CURRENT LTG LIGHTING ADA AMERICANS W/ DISABILITIES ACT MCM THOUSANDS OF CIRCULAR MILS AFF ABOVE FINISHED FLOOR MCP MOTOR CIRCUIT PROTECTION AFG ABOVE FINISHED GRADE MCU MASTER CONTROL UNIT AHU AIR HANDLING UNIT MH METAL HALIDE AWG AMERICAN WIRE GAUGE N NEUTRAL C CONDUIT NA NOT APPLICABLE CATV CABLE TELEVISION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASS. CONC CONCRETE NF NON-FUSED COND CONDUIT NFPA NATIONAL FIRE PROTECTION ASSOCIATION CU COPPER NEC NATIONAL ELECTRICAL CODE DISC DISCONNECT NIC NOT IN CONTRACT ECB ENCLOSED CIRCUIT BREAKER NL NIGHT LIGHT EF EXHAUST FAN O.C. ON CENTER ELEC ELECTRICAL P POLE EM EMERGENCY PNL PANELBOARD EMS ENERGY MANAGEMENT SYSTEM PVC POLYVINYL CHLORIDE EMT ELECTRICAL METALLIC TUBING RGS RIGID GALVANIZED STEEL EX EXISTING RM ROOM FA FIRE ALARM SPEC SPECIFICATION FACP FIRE ALARM CONTROL PANEL SS SYPER SAVER OR STAINLESS STEEL G GROUND TYP TYPICAL GFI GROUND FAULT INTERRUPTER UON UNLESS OTHERWISE NOTED GND GROUND V VOLTS GRC GALVANIZED RIGID CONDUIT VAV VARIABLE AIR VOLUME HVAC HEATING, VENTILATING AND AIR CONDITIONING VFD VARIABLE FREQUENCY DRIVE J JUNCTION W WIRE KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY WP WEATHERPROOF KVA KILOVOLT -AMPERES 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR 4 PAIR CAT5 FROM BACKBOARD BY TELEPHONE COMPANY ELECTRICAL SPECIFICATIONS: GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL LIGHTING SCHEDULE AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. MARK DESCRIPTION QTY LAMPS MOUNTING VOLTAGE MANUFACTURER REMARKS A 2 -LAMP FLUORESCENT FIXTURE 2 32W T8 CEILING 120 PROGRESS LIGHTING - GARAGE B 1 4 -LIGHT VANITY WALL MOUNT 4 40W A19 WALL 120 PROGRESS LIGHTING P3298-15 BATH BAR - 4 -LAMP B2 6 -LIGHT VANITY WALL MOUNT 6 40W A19 WALL 120 PROGRESS LIGHTING P3299-15 BATH BAR - 6 -LAMP C ROUND MUSHROOM CEILING MOUNT FIXTURE 1 60W A19 CEILING 120 PROGRESS LIGHTING P3408-30 HALLWAYS, CLOSETS, UTILITY ROOM, GARAGE D DOWNLIGHT 1 65W BR30 CEILING 120 PROGRESS LIGHTING P87-AT/P8066-28 KITCHEN E SINGLE LAMP PENDANT FIXTURE 1 60W A19 SUSPENDED 120 PROGRESS LIGHTING P3788-33 FOYER HANGING PENDENT F CEILING FAN WITH LIGHT KIT 3 60W A19 CEILING 120 SELECTED BY OWNER - G COACH LIGHT 1 60W A19 WALL 120 PROGRESS LIGHTING P5682-31 WEATHER RESISTANT H CEILING MOUNTED PORCH FIXTURE 1 60W A19 CEILING 120 PROGRESS LIGHTING P5744-31 PORCH I DOWNLIGHT 1 60W A19 CEILING 120 PROGRESS LIGHTING P87-AT/P8009-60 SHOWER LIGHT J 4" LOW VOLTAGE IC HOUSING DOWNLIGHT 1 50W MR16 CEILING 120 JUNO IC44, 440 -WH TRIM OFFICE, COORDINATE SELECTION WITH OWNER K TRACK LIGHTING 6' OR 8' 4 50W MR16 I CEILING 1 120 1JUNO R701WH, R6WH, R8WH OFFICE, COORDINATE SELECTION WITH OWNER 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR 4 PAIR CAT5 FROM BACKBOARD BY TELEPHONE COMPANY ELECTRICAL SPECIFICATIONS: GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8x10 FLUSH BOX WITH SCREW COVER COAX CABLE FROM BACKBOARD BY CABLE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUIT TO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL BOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS $3 AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. $4 9. PROVIDE ALL 15 AMP RESDENTIAL GRADE RATED WHITE COLORED WIRING DEVICES UNLESS OTHERWISE NOTED. ALL POWER COVER PLATES SHALL BE WHITE PLASTIC UNLESS OTHERWISE NOTED. 19 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE qp INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA, FIRESTOPS SHALL BE BY THE CONTRACTOR. 11. CONTRACTOR TO PROVIDE STRICT COORDINATION WITH KITCHEN EQUIPMENT AND FIELD VERIFY THE EXACT FINAL �1 LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. ® 12. THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND ® SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND QJ NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND ® CONTROL CIRCUITS, FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE, IF THE CIRCUITS ARE BROKEN BY 4x4 BOX WITH SINGLE GANG DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, EXISTING DEVICES OR MUD RING FOR VERIZON EQUIPMENT. EXISTING CONDUIT WIRING SHALL BE REROUTED AND CONNECTED WHERE NECESSARY. DEMARK JACK. WIRE AND 0 JACK BY TELEPHONE COMPANY 13. EACH BIDDER SHALL INSPECT THE SIRE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING LIGHTING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO MEET EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. COAX CABLE OUT TO EACH 14. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR SYSTEMS OR WHERE 1T 1S TV JACK BY ELECTRICAL CONTRACTOR INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED BECAUSE OF THIS CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 8x10 FLUSH BOX WITH SCREW COVER COAX CABLE FROM BACKBOARD BY CABLE COMPANY 1-1/2" CATV CONDUIT TO PROPERTY LINE #6 GND TO GROUNDING ELECTRODE SYSTEM 1-1/2" TELEPHONE CONDUIT TO PROPERTY LINE TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND BASIC MATERIALS SINGLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH POWER 19 DUPLEX RECEPTACLE qp DUPLEX GFI RECEPTACLE "WP" DENOTES WEATHERPROOF COVER DUPLEX RECEPTACLE ABOVE COUNTER HEIGHT �1 DUPLEX GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT DUPLEX RECEPTACLE CONTROLLED BY LIGHT SWITCH ® DRYER OR RANGE RECEPTACLE RECEPTACLE, 2 POLE COORDINATE TYPE WITH EQUIPMENT ® CEILING MOUNTED GFI RECEPTACLE QJ CODE SIZED JUNCTION BOX WITH BLANK IDENTIFIED COVER ® FAN RATED JUNCTION BOX IN CEILING METER PANEL O, DISCONNECT LIGHTING LIGHT FIXTURES, SEE PLANS AND FIXTURE SCHEDULE FOR TYPE COMBINATION EXIT/EMERGENCY LIGHT WITH BATTERY BACKUP FIRE ALARM ® SMOKE DETECTOR Co COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR MISC. v TELEPHONE OUTLET y TELEPHONE OUTLET ABOVE COUNTER 0 CATV OUTLET EXHAUST FAN COMBINATION EXHAUST FAN/LIGHT 15. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRIC POWER UTILITY REPRESENTATIVE AND VERIFY EVERY ASPECT OF THE SERVICE ENTRANCE SIZES, LOCATIONS, AND TERMINATION REQUIREMENTS PRIOR TO BIDDING. 16. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. 17. CONTRACTOR SHALL PROVIDE FIRE ALARM SYSTEM AS INDICATED IN DRAWINGS. SYSTEM SHALL BE UL LISTED, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS, AND SHALL BE INTERCONNECTED TO ACTIVATE ELEVATOR RECALL SYSTEM. 18. ALL CIRCUITS BREAKERS SERVING SUPPLYING OUTLEST 1N FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTERS (AFCI). 19. ALL RECEPTACLES IN KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNRROM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNIT SHALL BE TAMPER RESISTANT. CUTTING AND PATCHING 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS SPECIFIED IN THESE SPECIFICATIONS. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. PAINTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS PREVIOUS. ACCEPTANCE TESTING 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC., TO PERMIT INSPECTION AS REQUIRED. AS -BUILT DRAWINGS 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS-BUILTS" BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDUMS AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. PROTECTION I. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ ENGINEER. EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/ OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. DDC • Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET 1-1 PERMIT SET BID SET CONSTRUCTION SET AS BUILT El Q 0 z REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ W � to o A w opo x a ca o rn h AWA � O rQ� W O ^ rrW rV W SHEET NO.: V E-1 V DRAWN: JMF CHECKED: DAD r , APPROVED: DAD F� \�\t-yav my'61 afl �� 39• . ,^IS'/��. iii * 39 TA P �� Cop i ht 0 2011, DDC En �'iieerin` \Inc. ELECTRICAL PLAN 1/4" = 1'-0" FIRST FLOOR J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ELECTRICAL PLAN 1/4" = F-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC • P1 PANEL- RATING: SERVICE: SMALL APPLIANCE : 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/240V, 10-3w LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKT N0. EQUIPMENT SERVED KVA CKT. BKR. pOLE TR OJ BRANCH CKT N GND Cd 0 CKT N0. EQUIPMENT SERVED KVA CKT. BKR. pOLE TR 0 BRANCH CKT N GND C 1 AC -2 9.50 2 60 6 - 10 3/4" Al2 BEDROOM 1.25 1 20 12 12 12 11/2" Copyright ® 2011, DDC F,n 'neerin , Inc. 3 _L _L _L 6 B 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -2 4.00 2 30 10 - 10 3/4" A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2" 7 1 � � 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2" 9 WATER HEATER 4.50 2 30 10 - 10 3/4" A 10 MASTER BATH .580 1 20 12 12 12 1/2", 11 1 _L _L 10 B 12 BATH .780 1 20 12 12 12 1 2" 13 RANGE 12.0 2 50 8 - 10 3/C A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 1/2" 15 � � _. 8 B 16 LIGHTING/ RECEPTACLES 1.13 1 20 12 12 12 1 2" 17 DRYER 5.00 2 30 10 - 10 3/4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1/2" 19 _j_ -I- I 1 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1 2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1 2" A 26 BATHROOM RECEPTACLES .540 1 20 12 12 12 1/2" 27 MICROWAVE HOOD 1.50 1 20 12 12 121 2'EA 28 29 REFRIGERATOR 1.50 1 20 12 12 12 1 2" 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E -S001 POWER CO. TRANSFORMER 120/240V, 1 -PH Ih BUILDING CONC. FOOTING SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1518 SQ. FEET x 3 VA = 4554 VA SMALL APPLIANCE : 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 33554 VA THE FIRST REMAINING 10000 VA @ 100% = 23554 VA (d,, 40% = HEATING DEMAND 9500 VA @ 100% = COOLING DEMAND 4500 VA (, 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P1 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE 10000 VA 9422 VA 9500 VA 28922 VA 121 AMPS : 150 AMPS 2 16CU TELEPHONE/CABLE CABNET FOOTING ---------- STEEL BAR -------- STEELBAR . -------- ------------ ----- F-4--? 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. WIRE SCHEDULE lol COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, _1-1/2"C DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilvaCr�ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET ry AS BUILT REVISIONS O z ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SHEET NO.: ry E=2 w DRAWN: JMF CHECKED: DAD r APPROVED: DAD W O *Z o. 739 -10 ( - jjj Copyright ® 2011, DDC F,n 'neerin , Inc. G PANEL 'P2' A 0. 1142"AFF 14 14 CU -3 uv ivn n ... ---7 014 I 14 i i i L--------------------------- G 14 ELECTRICAL PLAN 1/4" = F-0" 1 ST FLOOR ELECTRICAL PLAN 1/4" = 1'4' 2ND FLOOR RECEPTACLE AND PULL LITE IN ATTIC POWER CO. TRANSFORMER 120/240V, 1 -PH ]h SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1593 SQ. FEET x 3 VA = 4779 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 33779 VA THE FIRST 10000 VA (c, 100% = 10000 VA REMAINING 23779 VA (&� 40% = 9512 VA HEATING DEMAND 9500 VA (a) 100% = COOLING DEMAND 4500 VA �a 100% _ LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 29012 VA 120/240 VOLT SERVICE/FEEDER LOAD 121 AMPS MAIN BREAKER : 150 AMPS -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 0 150AD BUILDING CONC. FOOTING FOOTING ------------- PANEL P2 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE T—#6CU TELEPHONE/ CABLE CABNET STEEL BAR - _1 _--------------------- p--'---a 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23. 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT U REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ w 0A Axa 0 z0 =0:14 0 C114 � A � 0 z 0 0 a SHEET NO.: E=3 DRAWN: JMF CHECKED: DAD W APPROVED: DAD * 39 Convri ht ® 2011, DDC F,nginccring, Inc. WIRE SCHEDULE O# COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23. 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT U REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ w 0A Axa 0 z0 =0:14 0 C114 � A � 0 z 0 0 a SHEET NO.: E=3 DRAWN: JMF CHECKED: DAD W APPROVED: DAD * 39 Convri ht ® 2011, DDC F,nginccring, Inc. J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ELECTRICAL PLAN 1/4" = 1'-0" FIRST FLOOR 4 ELECTRICAL PLAN 1/4" = F-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC POWER CO. TRANSFORMER 120/240V, 1 -PH Ih BUILDING CONC. FOOTING FOOTING STEEL BAR MLO 10-3W 5022 VA LUG LOCATIOP MOUNTING: DTC 0NOT CK EQUIPM I 3/4" Al2 5000 VA BEDROOM 4500 VA B 4 BEDROOM 300 VA A 6 MASTER BED B 8 LIGHTING RE I 3/4" A 10 MASTER BAT] B1 12 BATH I 3/4" A 14 GARAGE & E3 B 16 LIGHTING RE 1 3/4" A 18 LIGHTING RE B 20 KITCHEN REC ! 1/2" Al22 KITCHEN REC ! IIT B 24 KITCHEN REC A 26 BATHROOM F tl/ B 28 A 30 SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1674 SQ. FEET x 3 VA = 5022 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34022 VA THE FIRST 10000 VA (c, 100% = 10000 VA REMAINING 24022 VA (�, 40% = 9609 VA HEATING DEMAND 9500 VA (d,) 100% = COOLING DEMAND 4500 VA (a) 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER -NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P3A 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE lei —46CU TELEPHONE/CABLE CABNET 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. 29109 VA 122 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers.com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 239 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT ❑ O z REVISIONS ■■■s■■■■■■■■ Ca W :� 44 Won M OHO 1� O A �W� W O !-9 O PA � rr� SHEET NO.: E=4 w DRAWN: JMF CHECKED: DAD r APPROVED: DAD W WIRE SCHEDULE O# COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1 2"C 29109 VA 122 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers.com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 239 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT ❑ O z REVISIONS ■■■s■■■■■■■■ Ca W :� 44 Won M OHO 1� O A �W� W O !-9 O PA � rr� SHEET NO.: E=4 w DRAWN: JMF CHECKED: DAD r APPROVED: DAD W Cop i ht ® 2011, DDC En 'neerin , Inc. 3 P4 S P , Cop i ht ® 2011, DDC En 'neerin , Inc. J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ELL:C.;TMIUAL ?LAIN 1/4" = 1'-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = F-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC POWER CO. TRANSFORMER 120/240V,1 -PH ]h BUILDING CONC. FOOTING DN: TOP OR BOTTOM SURFACE A.I.C.: 5022 VA 1 3 4/0,1-1/2"C 22,000 3 CIRCUITS x 1500 VA = PMENT SERVED KVA -KT. BKR. POLEI TR 1 O BRANCH CKT 1 N I GND IC RANGE 1.25 1 20 12 12 12 1/2" WATER HEATER 1.25 1 20 12 12 12 1/2" EDROOM 1.73 1 20 12 12 12 1/2" RECEPTACLES 1.38 1 20 12 12 12 1/2' kTH .580 1 1 201 12 12 1 12 11/2" LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) .780 1 20 12 12 12 I 2" EXTERIOR LT/REC .600 1 20 12 12 12 1/2" RECEPTACLES 1.13 1 20 12 12 12 1/2" RECEPTACLES 1.19 1 20 12 12 12 1/2" .ECEPTACLES .540 1 201 12 1 12 12 11/2"' .ECEPTACLES .540 1 20 12 12 12 1/2" .ECEPTACLES .540 1 20 12 12 12 11T # RECEPTACLES .720 1 20 12 12 12 1/2" E-5001 SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1674 SQ. FEET x 3 VA = 5022 VA 1 3 4/0,1-1/2"C SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA ❑ LAUNDRY 1 CIRCUIT x'1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34022 VA THE FIRST 10000 VA (0,, 100% = 10000 VA REMAINING 24022 VA (a), 40% = 9609 VA HEATING DEMAND : 9500 VA 100% = COOLING DEMAND 4500 VA Ccs 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 29109 VA 120/240 VOLT SERVICE/FEEDER LOAD 122 AMPS MAIN BREAKER : 150 AMPS NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P3B 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE ------ #6CU TELEPHONE/CABLE CABNET FOOTING -------------- STEEL BAR -- -_ _-------------- P--4--R 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. WIRE SCHEDULE ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilvaCa))ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 239 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET ❑ AS BUILT REVISIONS w Q 0 z ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SHEET NO.: E-5 DRAWN: JMF CHECKED: DADr4 , APPROVED: DAD F-+--1 �\wuvi Lawns No 7 * ' lea". STATE �4aRi P \ NI --,,A L E �\��\ Cowri ht © 2011, DDCJ 9A 4'e \n.n , Inc. ELECTRICAL PLAN 1/4" = 1'-0" FIRST FLOOR RECEPTACLE AND PULL LITE IN ATTIC ELECTRICAL PLAN 1/4" = 1'-0" SECOND FLOOR PANELP5A 6129 VA RATING: SERVICE: 4500 VA 150 AMP MLO 120/24OV, 10-3W 1500 VA LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: DRYER 5000 VA 22,000 4500 VA CKT NO. EQUIPMENT SERVED KVA CKT. BKR. POLE TR 0 BRANCH CKT N GN C O CKT N0. EQUIPMENT SERVED KVA CKT. BKR. 1POLEITRI O BRANCH CKT 1 N IGNDIC I AC -3 9.50 2 60 6 - 10 3/4" A 2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 -L -L .L 6 B 4 BEDROOM 1.25 1 20 12 12 12 1 2" 5 CU -3 4.00 2 30 10 - 10 3/4" A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2" 7 1 � 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2" 9 WATER HEATER 4.50 2 30 10 - 10 3/4" A 10 MASTER BATH .580 1 20 12 12 12 1/2" 11 -L � 10 B 12 BATH .780 1 20 12 12 12 1/2" 13 RANGE 12.0 2 50 8 - 10 3/4" A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 1/2" 15 � -L � 8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 1 2" 17 DRYER 5.00 2 30 10 - 10 3/4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1/2" 19 1 -j- -j- 10 131 20 1 KITCHEN RECEPTACLES .540 1 201 12 12 12 1/2"1 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 ] 201 12 12 12 j 2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 201 12 12 12 1 2L' 25 DISHWASHER 1.20 1 201 12 12 12 11 /2" A 26 BATHROOM RECEPTACLES .900 1 201 12 12 12 11T 27 MICROWAVE HOOD 1.50 1 20 12 12 12 11/2" B 28 29 REFRIGERATOR 1.50 1 20 12 12 12 1/2" A 30 31 A 32 33 B 34 35 AC -1 5.50 1 2 40 8 - 10 3/4" C 36 37 -J- I -j- 8 A 38 OFFICE LIGHTING 1.70 1 201 12 1 12 12 1/2" -1 2.50 2 20 12 - 12 3/4" B 40 OFFICE LIGHTING 1.70 1 20 12 12 1/2" +1-L 12 C 42 OFFICE RECEPTACLES .720 1 20 12 12 �12 1 2" REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E -S001 POWER CO. TRANSFORMER 120/240V, 1 -PH 1h BUILDING CONC. FOOTING FOOTING _ STEEL BAR SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 2043 SQ. FEET x 3 VA = 6129 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY I CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA, DISPOSAL 300 VA TOTAL: 35129 VA THE FIRST 10000 VA (i, 100% = 10000 VA REMAINING 25129 VA @ 40% = 10051 VA HEATING DEMAND 15000 VA (c, 100% = COOLING DEMAND 7000 VA @ 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 15000 VA NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P5A 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE F -4--a 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE —#6CU TELEPHONE/ CABLE CABNET RISER DIAGRAM N.T.S. 35052 VA 146 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers.com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET WIRE SCHEDULE O# COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C 35052 VA 146 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers.com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET ilva PERMIT SET BID SET ❑ CONSTRUCTION SET ❑ AS BUILT STq.� p� ORI D REVISIONS C ' t ®2oi 0 z ■■■■■■■■■■■■ W O x z a 0 H w 0 PA DRAWN: CHECKED: APPROVED: h 0 z SHEET NO. TW V 0 Cn W V) W CD W I U F-� U JMF DAD r DAD w \ Day' ilva E N J STq.� p� ORI D h K/ C ' t ®2oi Nc. ELECTRICAL PLAN 1/4" = l'-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'4' SECOND FLOOR J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ZECEPTACLE AND 'ULL LITE IN ATTIC • P6 PANEL- RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/24OV, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLE TR 0 BRANCH CKT N GND C G CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLE TR 0 BRANCH CKT 1 N IGNDI C 1 AC -3 9.50 2 60 6 1 10 3 4" A 2 IBEDROOM 1.25 1 20 12 12 12 1/2" 3 _L I _L 6 B 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3 4"A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2" 7 - I I _j_10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1 2" 9 WATER HEATER 4.50 2 30 10 10 3/4" A 10 MASTER BATH .580 1 20 12 12 12 1/2"1 11 _j_ _j_10 B 12 BATH .780 1 20 12 12 12 1/2" 13 RANGE 12.0 2 50 8 10 3 4" A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 1/2" 15 _J_ _J_8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 1/2" 17 DRYER 5.00 2 30 10 - 10 13/4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1/2" 19 - --1- _j_ 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 21 WASHER 1.50 1 20 12 12 12 11T L_22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 120 12 12 12 1/2" A 26 BATHROOM RECEPTACLES .720 1 20 12 12 12 1/2" 27 MICROWAVE HOOD 1.50 1 1 1201 12 12 1 12 11/2" 1 B28 29 REFRIGERATOR 1.50 1 20 12 12 12 1/2" A 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E -S001 POWER CO. TRANSFORMER 120/240V, 1 -PH 1h BUILDING CONC. FOOTING SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1886 SQ. FEET x 3 VA = 5658 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34658 VA THE FIRST 10000 VA ( 100% = 10000 VA REMAINING 24658 VA ct 40% = 9864 VA HEATING DEMAND 15000 VA (d), 100% = COOLING DEMAND 7000 VA @ 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 15000 VA NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P6 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE FOOTING ------- STEEL BAR __ J ____ ________ -------- 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE #6CU TELEPHONE/CABLE CABNET RISER DIAGRAM N.T.S. 34864 VA 146 AMPS 150 AMPS DDC �. 0 �. Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 239 2011 REVIEW SET ❑ PERMIT SET BID SET CONSTRUCTION SET AS BUILT El z O Cn W Q w Q 9 REVISIONS ■■■■■■■■■■■■ SHEET NO.: F-� 1 E=8 DRAWN: JMF CHECKED: DAD r 1 APPROVED: DAD F-� David A DaSilva * 9 N 7 9 7k -c� STAZt 7 Copyright ©2PIY1�, ne6r��g, IRS. WIRE SCHEDULE lol COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C 34864 VA 146 AMPS 150 AMPS DDC �. 0 �. Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 239 2011 REVIEW SET ❑ PERMIT SET BID SET CONSTRUCTION SET AS BUILT El z O Cn W Q w Q 9 REVISIONS ■■■■■■■■■■■■ SHEET NO.: F-� 1 E=8 DRAWN: JMF CHECKED: DAD r 1 APPROVED: DAD F-� David A DaSilva * 9 N 7 9 7k -c� STAZt 7 Copyright ©2PIY1�, ne6r��g, IRS. INSULATE SUCTION LINE M1 M � TYPICAL DUCT CONDENSER UNIT DETAIL DIFFUSER DETAIL N.T.S. M -DO 11 N.T.S. 2" DRYER M 6 DRYE N.T.S. 4" RIDGID PIPE NOT TO EXCEED 2" THROUGH DRYER BOX DRYERBOX FLEX TRANSITION HOSE R VENT BOX DETAIL M -D064 FLOOR M 3 TYPICAL AC INSTALLATION N.T.S. M -D012 LEGEND / ABBREVIATIONS SUPPORT FROM SUPPLY DESCRIPTION SYMBOL CONDENSING UNIT STRUCTURE AIR VOLT / PHASE SUPPLY DUCT ON CONCRETE PAD CONDENSING UNIT CFM CUBIC FEET PER MINUTE O THERMOSTAT TRANSITION INSULATED 6w:� CD FLEX CONNECTION SEAL WATER -TIGHT f\_I BOX FLEX DUCTSUPPORT FROM OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) MBH THOUSAND BRITISH THERMAL UNITS SENS. SENSIBLE AMB. AC CLOSET WALL KW STRUCTURE TOT ROUND INSULATED FLEXIBLE DUCT MCA 4" FIBER MESH ABOVE FAN \�\�� MANUAL BALANCE DAMPER REFRIGERANT CONCRETE AT TO EVAPORATOR COIL ® RETURN DIFFUSER DIFFUSE Zl*--TYPE 450 CFM LINES G 3000 PSI ANCHOR GRADE \��� PENETRATIONS REQUIRED. TEMP BOTH SIDES MAXIMUM 2 PIPES WB MBH MBH P -TRAP PER CONDUIT, TYP. PROVIDE SADDLE i �� FFAN HP 1" CD TO EXTERIOR LIQUID AND SUCTION LINES SCHEDULE 40 PVC CHASE SUPPORT----- HEAT STAGE PHASE UP FROM BELOW GRADE DUCT SUPPORT -AC-1/CU-1 AIR HANDLER ON 80 67 13.2 18.2 1 7.2 1 0.6 1/15 240 1 10 EQUIPMENT SUPPORT 1 240/1 36 1.5 INSULATED RETURN AIR PLENUM. -AC-2/CU-2 1400 0 .5 95 80 67 MINIMUM 24" ABOVE FLOOR. ® % ANGLE BRACKET INSULATE BACK OF ALL AIR DIFFUSER 1 240/1 4" PVC CHASE po �� TEK-SCREWS DISTRIBUTION DEVICES AC-3/CU-3 1400 0 .5 95 TO EXTERIOR 67 21.3 29.4 1 13.5 1 0.9 1/8 240/1 18 1/2 5 WALL a CONDENSER PAD CEILING 3.5/2.5 CARRIER WIDTH FILTERRILLE CAUTION: USE CARE. DO NOT I AIR FLOW 5. PROVIDE VIBRATION ISOLATIONS. 9. PROVIDE CONDENSER COIL GUARDS. - ® PUNCTURE THE CONDENSER J INSTALL AND ANCHOR CONDENSER UNIT COIL. 6. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 10. PROVIDE PROGRAMMABLE THERMOSTAT. - -- M1 M � TYPICAL DUCT CONDENSER UNIT DETAIL DIFFUSER DETAIL N.T.S. M -DO 11 N.T.S. 2" DRYER M 6 DRYE N.T.S. 4" RIDGID PIPE NOT TO EXCEED 2" THROUGH DRYER BOX DRYERBOX FLEX TRANSITION HOSE R VENT BOX DETAIL M -D064 FLOOR M 3 TYPICAL AC INSTALLATION N.T.S. M -D012 LEGEND / ABBREVIATIONS TYPE SYMBOL DESCRIPTION SYMBOL DESCRIPTION AC AIR CONDITIONING VOLT / PHASE 90° ELBOW W/TURNING VANES CU CONDENSING UNIT CFM CUBIC FEET PER MINUTE O THERMOSTAT EF EXHAUST FAN CD CONDENSATE DB/WB DRY BULB/WET BULB OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) MBH THOUSAND BRITISH THERMAL UNITS SENS. SENSIBLE AMB. FIRE DAMPER KW KILOWATT TOT ROUND INSULATED FLEXIBLE DUCT MCA MINIMUM CIRCUIT AMPS FAN OR MANUAL BALANCE DAMPER ® SUPPLY DIFFUSER ® RETURN DIFFUSER DIFFUSE Zl*--TYPE 450 CFM DIFFUSER OR GRILLE DESIGNATION ® OR EXHAUST GRILLE OR FAN IM -S004 EXHAUST FAN SCHEDULE I MARK TYPE CFM ESP SPLIT SYSTEM SCHEDULE DRIVE TYPE FAN SERVICE MAX SONES VOLT / PHASE CONTROL MANUFACTURE / MODEL MARK NOMINALC M ESP DUCT COOLING CAPACITY ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'4" FROM ANY EXHAUST FAN, MODEL NO. ELECTRICAL DATA (OUTDOOR UNIT) ELECTRICAL DATA (INDOOR UNIT) MOVING MACHINERY. NOMINAL TONS MANUFACTURER INDOOR/ AMB. ENT ENT SENS TOT NO COMP NO FAN 25 VOLT/ 9. FAN KW PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS VOLT/ SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. INSURE THAT AMPLE BOOT OUTDOOR OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT 12x10 PENETRATIONS REQUIRED. TEMP DB WB MBH MBH COMP RLA(EA) FAN FLA(EA) FFAN HP PHASE MCA HP HEAT STAGE PHASE MCA AC/CU -AC-1/CU-1 600 0 1 .5 95 80 67 13.2 18.2 1 7.2 1 0.6 1/15 240 1 10 1/8 5 1 240/1 36 1.5 CARRIER -AC-2/CU-2 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 1/8 240/1 18 1/2 5 1 240/1 47 3.5/2.5 CARRIER AC-3/CU-3 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 1/8 240/1 18 1/2 5 1 240/1 47 3.5/2.5 CARRIER NOTES: 1. MOUNT UNIT IN VERTICAL POSITION. 25 5. PROVIDE VIBRATION ISOLATIONS. 9. PROVIDE CONDENSER COIL GUARDS. - ® 2. INSTALL AND ANCHOR CONDENSER UNIT TO 6. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 10. PROVIDE PROGRAMMABLE THERMOSTAT. 801-1900 25 STRUCTURE. WITH DISCONNECT. SIDEWALL METALAIRE 101-250 25 12x6 1, 2, 3 3. MIN. SEER OF 14.0 7. PROVIDE 1" PLEATED FILTERS. DIFFUSER LVD SERIES SWR SIDEWALL 4. PROVIDE AUXILLARY OVERFLOW SWITCH. 8. PROVIDE 5 YEAR WARRANTY. 30x24 - 2, 3, 4 RETURN RHF SERIES IM -S004 EXHAUST FAN SCHEDULE I MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE MAX SONES VOLT / PHASE CONTROL MANUFACTURE / MODEL NOTES WATTS RPM HP EF -1 ICEILING1 50 1 0.25 1 46 1 1680 1 - I DIRECT I RESTROOM 1 10 1 115/1 SWITCH I NUTONE 1 1,2,3,4 NOTES: 1. PROVIDE MOTOR RATED INTEGRAL DISCONNECT. 3. PROVIDE SPEED CONTROL. 2. PROVIDE BAKCDRAFT DAMPER. 4. PROVIDE VIBRATION ISOLATORS. FLEX DUCT HEDULE CFM DUCT SIZE 0-100 6"0 101-250 8"0 251-400 10"0 401-700 12"0 701-1000 14"0 1001-1500 16"0 1501-2000 18"0 USE AIRFLOWS ABOVE FOR BOTH SUPPLY AND RETURN. PROVIDE 1/2" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) ---- --- DISCONNECT SWITCH - CEILING IFAN GRILLE NEOPRENE FLEXIBLE CONNECTION (TYP.) EA DUCT M 4 CEILING FAN DETAIL N.T.S. M -S002 MECHANICAL NOTES 1. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, PIPING OR OTHER EQUIPMENT. 2. THE MECHANICAL CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND COOPERATE WITH THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR MANUFACTURERS COMPLETION AND COORDINATION OF THE COMPLETE PROJECT. 3. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL DUCT WARRANTIES ON EQUIPMENT WHICH THEY FURNISH AND INSTALL. 4. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'4" FROM ANY EXHAUST FAN, MODEL NO. RTU GAS EXHAUST OR PLUMBING VENT. 5. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL DIAM. MOVING MACHINERY. 6. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 7. THIS CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHTING LAYOUTS AS REQUIRED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND ROOF SHALL BE CONSTRUCTED 25 INTO THE STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC. 9. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE FLASHED THROUGH CURBS OR ® PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS METALAIRE SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. INSURE THAT AMPLE BOOT 101-200 OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT 12x10 PENETRATIONS REQUIRED. 10. THERMOSTATS AND REMOTE SENSORS SHALL BE LOCATED GENERALLY AS SHOWN. LV SERIES EXACT LOCATIONS SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH 201-300 WALL MOUNTED WORK. AIR DISTRIBUTION DEVICE SCHEDULE FLEX MANUFACTURERS CFM MAX. NECK DUCT TAG TYPE MODEL NO. RANGE N.C. SIZE DIAM. REMARKS (IN,) 0-100 25 12x6 6 ® SUPPLY METALAIRE 101-200 25 12x10 8 DIFFUSERS LV SERIES 1,2,3 201-300 25 12x12 10 301-400 25 18x12 12 0-150 25 12x6 - 151-250 25 12x10 - CEILING METALAIRE GRILLE LVD SERIES 251-450 25 12X12 - 1,2,3 OR 451-800 25 20x20 - ® 24X24 801-1900 25 SWD SIDEWALL METALAIRE 101-250 25 12x6 1, 2, 3 251-400 18x6 DIFFUSER LVD SERIES SWR SIDEWALL METALAIRE 0-1600 25 30x24 - 2, 3, 4 RETURN RHF SERIES REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS, AND REGISTERS BORDER TYPES WITH CEILING, WALLS, ETC. 3. PROVIDE ALL ALUMINUM CONSTRUCTION. 4. PROVIDE 1" PLEATED FILTER FOR ALL RETURN GRILLES. NOTES: 1. THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR FLOW (CFM). THREADED CAP, HAND TIGHTENED THREADED CAP WITH Y2"O HOLE DRILLED IN TOP, HAND TIGHTENED. FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. AIR HANDLER SLOPE TO UNIT DRAIN DRAIN PAN CASING SLEEVE UNION 12" EXTENSION PIPE WITH THREADED CAP NOTE: AT END 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 12 TIMES FAN SUCTION S.P. B = Y2" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER. 5. INSULATE ALL DRAIN LINES WITH 3/" ARMAFLEX CONDENSATE DRAIN M5 P -TRAP D ETAI L N.T.S. M-DO02 �M-,MECHANICAL SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL HVAC AND PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. CHANGES TO THE DESIGN BY THE CONTRACTOR WILL RESULT IN ADDITIONAL DESIGN COST AT CONTRACTORS EXPENSE. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA MECHANICAL CODE, 2007 FLORIDA PLUMBING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, NATIONAL ELECTRIC CODE (NEC), UNITED LABORATORIES (UL), AND THE 2007 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL DUCTWORK AND HVAC EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS (VOLTS, PHASE AND AMPS), LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FOR APPROVAL AND COORDINATION. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS, THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DUCTWORK THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING TYPE 475 -FR, 1 1/2" THICK FIBERGLASS DUCT (MIN R -VALUE OF 6) OR APPROVED EQUAL. THE DUCT SYSTEM, INCLUDING BOARD, VAPOR BARRIER, TAPES AND ADHESIVES, SHALL BE UL LISTED AND LABELED CLASS 1 AIR DUCT. DUCT SHALL BE INSTALLED PER THE LATEST REVISION OF "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS", AS PUBLISHED BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA). EXHAUST DUCT SHALL BE GALVANIZED. AIR DISTRIBUTION OUTLETS GRILLES, REGISTERS, AND DIFFUSERS SHALL REQUIRE ADC, ARI, AND AMCA COMPLIANCE. BORDER STYLES AND FINISHES SHALL BE COMPATIBLE WITH ADJACENT CEILING SYSTEMS, AND CONSTRUCTED OF MATERIALS AND COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION. SUPPLIER/ MANUFACTURER SHALL VERIFY EACH DEVICE FOR A MAXIMUM NECK VELOCITY OF 500 FPM AND NC -30. PIPE SCHEDULE REFRIGERATION: REFRIGERANT PIPING SHALL BE ACR COPPER TUBING, WITH WROUGHT COPPER FITTINGS IN CONFORMANCE WITH ASTM B280. A. JOINTS IN COPPER TUBE (REFRIGERANT SERVICE) - CUT SQUARE, BURR, CLEAN FITTING AND TUBE TO CUP DEPTH OF FITTING APPLY THIN FILM OF BRAZING FLUX TO TUBE END AND FITTING. USE SILVER SOLDER AND OXYGEN -ACETYLENE EQUIPMENT ONLY IN MAKING JOINTS. PURGE WITH NITROGEN WHEN HEATING. B. PIPING SHALL BE SIZED AND INSTALL PER THE HEAT PUMP EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTION. C. SUCTION LINES SHALL BE INSULATED CONTINUOUSLY WITH EXTERIOR EXPOSED SURFACES TREATED PER MANUFACTURER'S RECOMMENDATIONS. INSULATION SHALL BE ARMAFLEX OR EQUAL. CONDENSATE DRAIN LINE: CONDENSATE DRAIN LINES SHALL BE PROVIDED FOR AIR HANDLING UNITS. DRAIN LINES SHALL BE SCHEDULE 40 PVC. A. DRAIN LINES SHALL BE GRADED IN THE DIRECTION OF FLOW WITH A SLOPE OF Y4" PER FOOT. B. WATER SEALS SHALL BE PROVIDED IN THE CONDENSATE DRAIN FROM UNIT. THE DEPTH OF SEAL SHALL BE EQUAL TO THE TOTAL STATIC PRESSURE RATING OF THE UNIT TO WHICH THE SEAL IS CONNECTED. WATER SEALS SHALL BE CONSTRUCTED TO TWO TEES AND AN APPROPRIATE U -BED WITH THE OPEN END TO EACH TEE PLUGGED, HANDTIGHT. C. ROUTE DRAIN LINE INTO OUTSIDE FRENCH DRAIN OR SPLASH BLOCK. LOUVER SCHEDULE PROVIDE LOUVERS AS MANUFACTURED BY RUSKIN MODEL ELF6375D. LOUVER SHALL BE 6" DRAINABLE ALL ALUMINUM. PAINT TO MATCH EXISTING FINISH. DDC 0 Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(a ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS v1 W W W O Wx� � H O z O x�a � �0 O H �Ty w U� Q O a rw V W r� SHEET NO.: M-1 U DRAWN: JMF W CHECKED: DAD APPROVED: DAD Da;i { aSilp�� �O ��� yd`s' OP�E 9 �0� ST //// /ONA L Copyright © 2011, LAL� rr Ie�a 4"0 EA UP EF -1 MECHANICAL PLAN 1/4" = 1'4" FIRST FLOOR ING MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR ;R P 2" VENT UP 3"S,, U1 PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 2" VENT UP—\ r 2 r' Al Aj 1%" I 2" j '�c I 2.. 3"SS UP ECO. S1 SEWER RISER # 1 N.T.S. PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR �� I 1/, O 1 .' I / LAV 1/„ / 2�Z 2” VENT 3.. FROM BELOW 1Y„ �l1 i 3"SS DN AV I � JL/ 3" VTR 3" VTR 2" J' I I 1%" 11 3" 3" jjWV S2 SEWER RISER #2 N.T.S. PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON MI, UNLESS NOTED OTHERWISE, 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: of z REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Q O PA PA a� U SHEET NO.: M-2 - -- - ----- - ��u DRAWN: JMF W CHECKED: DAD APPROVED: DAD I 1 Ds4i�va \\0w0id �` p Pq�� • • pis ' :� �`oQJ E * N 54 9 Copyright ® 2011 hl),C gpslin , Inc. ^rr MECHANICAL PLAN 1/4" = 1'-0" FIRST FLOOR LENT ?OOF 3" SS UP PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO 'EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON MI, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. DDC • �® Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR PLUMBING PLAN rYP. 1/8" = F-0" FIRST FLOOR PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR IY2„ O 2" VENT -' UP . I .' 1X" I r CO 3° `. cT 3"SS UP 3" 3"SS UP I I "-, 3„ C� 2"� Av 3 4"SS / 2" S1 SEWER RISER #1 - N.T.S. 3"SS DN 2" VTR S2 SEWER RISER #2 N.T.S. 3" VTR - JI I I I 2" I �� 2" I 1X J , r' WC I/��Jj V 2 Lj J)2" 2.. I LA 3"SS DN S3 SEWER RISER #3 N.T.S. z 0 v w Q 0 4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ W24 DA No. 4 9 _ STAT Oma'• •1 o..... /////,S//OC?N,�,L Copyright © 2011, D)���EIi rie�rin ,Inc. REVIEW SET """"\;( AC PERMIT SET KI -3 LAV EWH- 3" SS BT ___..._...__... S2 BID SET 4"0 DRYER v- / _ \ y ii M 1 UI 2 VENT UP DN CONSTRUCTION SET ❑ VENT UP TO R00 50 ii H .___ - 3" SS UP AS BUILT ❑ ii REVISIONS MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR PLUMBING PLAN rYP. 1/8" = F-0" FIRST FLOOR PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR IY2„ O 2" VENT -' UP . I .' 1X" I r CO 3° `. cT 3"SS UP 3" 3"SS UP I I "-, 3„ C� 2"� Av 3 4"SS / 2" S1 SEWER RISER #1 - N.T.S. 3"SS DN 2" VTR S2 SEWER RISER #2 N.T.S. 3" VTR - JI I I I 2" I �� 2" I 1X J , r' WC I/��Jj V 2 Lj J)2" 2.. I LA 3"SS DN S3 SEWER RISER #3 N.T.S. z 0 v w Q 0 4 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o o � U� H o 104 SHEET NO.: M-3 <'� DRAWN: JMF W CHECKED: DAD APPROVED: DAD W24 DA No. 4 9 _ STAT Oma'• •1 o..... /////,S//OC?N,�,L Copyright © 2011, D)���EIi rie�rin ,Inc. o o � U� H o 104 SHEET NO.: M-3 <'� DRAWN: JMF W CHECKED: DAD APPROVED: DAD * No. 4 9 _ STAT Oma'• •1 o..... /////,S//OC?N,�,L Copyright © 2011, D)���EIi rie�rin ,Inc. I" CD UP REF PIPING UP EF - MECHANICAL PLAN 1/4" = F-0" FIRST FLOOR MECHANICAL PLAN 1/4" = 1'4' SECOND FLOOR I I— PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 2" VENT UP 3" VTR ---�= - - - - - - - - - - I i I I I i I I I i I I l I I I I 3" SS----- (� y LAV UP _ v IC i� LAV 10 fes, 3" SS v UP ,r-- 1r—h+ W S1 SEWER RISER #1 T.S. V C LBT \-3" SS DN \ S2 \ I 0 11 PLUMBING PLAN 1/8" = 1'4' 3"SS UP SECOND FLOOR 2" VTR -\ J' I I I� 2" I I I I I 2" 3"SS DN -\ 2" 2" 3" SS DN S4 3" SS DN S3 52 SEWER RISER #2- I\,- N.T.S. 2" VTR I I I I I `I I I I 2" VENT -Al FROM j BELOW 3" 3"SS DN S3 SEWER RISER #3 N.T.S. PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE V CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 3"SS Dl\ S4 SEWER RISER #4 N.T.S. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(&,ddc-engineers, com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT z 0 E v w Q Q O z REVISIONS ■■■■■■■■■■■■ W W M C11 O W x �••r c� O 0 C) x�ta o� W O �rX4 E z O 1.4 F-� r� V 1--I SHEET NO.: M=4 DRAWN: JMF W CHECKED: DAD APPROVED: DAD i�Avid N.I 'Iva �QiC� FL F2l • ���v°A\— 1/ ��� Cop i ht 0 20101111)(2N, ine& , Inc. V CD UP REF PIPING UP EF- MECHANICAL PLAN 1/4" = 1'4" FIRST FLOOR MECHANICAL PLAN - 1/4"= 1'-0" SECOND FLOOR 2" 2" VENT UP I r—I PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 1y2" ag 3" 3"SS UP V3" S1 SEWER RISER #1 T.S. S3 ------ L BT WC W PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 3" VTR JI I I I I 2" VTR �•� 2" VTR JI I I I 2' I I I I F I I I �- 3"SS UP 1/ I 2" VENT�i I OM BELOW IVY i V / I LA 2, 2.. 3"SS DN—\ 2° 3" ., 3"SS DN 3"SS DN c 52 SEWER RISER #2 S3 SEWER RISER #3 54 SEWER RISER #4 N.T.S. - N.T.S. - N.T.S. DDC Engineering9 co 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(ddc-engineers. com DDC PROJECT NO.: 11073 ------------------------- CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET PERMIT SET BID SET ❑ CONSTRUCTION SET ❑ AS BUILT z _o z U C0 W r:1 w Q 0 z REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ O W x �••� co O O x�a Ow � A w �w O SHEET NO.: M.5 DRAWN: JMF w CHECKED: DAD APPROVED: DAD 0. N 73 STAT S�00aL copyright ®2011 DDIGCg\Inc. PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. - 3" VTR ---� "`y—�'' 3. ROUTE I " CONDENSATE DRAIN TO EXTERIOR GREEN AREA. ----------� -�-.- _ 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M 1, I I i I I 77 UNLESS NOTED OTHERWISE. I I I L J SKS I I I I 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" IL, _ — PVC CHASE. IDWI _ _ _ _ _ ❑ 3" SS ------ LAV 3" SS 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR -------- UP __� — DN EXHAUST FAN RELIEF. ----------------- II i i LAV Ll Ll S4 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB, 4"0 I 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR 3" SS ii EXHAUST FAN RELIEF. 2" VENT UP UP - , - , r fi _SII ii 3" SS 2" VTR W II -yl ii DN ----- -------------J L=J+--J II 2" 2" VENT UP I r—I PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 1y2" ag 3" 3"SS UP V3" S1 SEWER RISER #1 T.S. S3 ------ L BT WC W PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 3" VTR JI I I I I 2" VTR �•� 2" VTR JI I I I 2' I I I I F I I I �- 3"SS UP 1/ I 2" VENT�i I OM BELOW IVY i V / I LA 2, 2.. 3"SS DN—\ 2° 3" ., 3"SS DN 3"SS DN c 52 SEWER RISER #2 S3 SEWER RISER #3 54 SEWER RISER #4 N.T.S. - N.T.S. - N.T.S. DDC Engineering9 co 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(ddc-engineers. com DDC PROJECT NO.: 11073 ------------------------- CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET PERMIT SET BID SET ❑ CONSTRUCTION SET ❑ AS BUILT z _o z U C0 W r:1 w Q 0 z REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ O W x �••� co O O x�a Ow � A w �w O SHEET NO.: M.5 DRAWN: JMF w CHECKED: DAD APPROVED: DAD 0. N 73 STAT S�00aL copyright ®2011 DDIGCg\Inc. 6" RANGE TO EXT] EA TYP 1' REF PIF 1: S, MECHANICAL PLAN 1/4" = Y-0" FIRST FLOOR 4' VENT UP AC MECHANICAL PLAN - 1/4" = 1'-0" SECOND FLOOR /ENT ZOOF 2" VENT UP 3" SS UP PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR 3" SS UP 3" SS UP 2" VENT UP I I I 1 2" - I moi- I I PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR Co 3"SS UP PLAN NOTES: M# 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6, PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 3" SS DN 3" SS DN 5 ^ 1% .- 2" VTR ^- I I � CO3"SS UP L 4"SS 3 I 'sc S1 SEWER RISER # 1 N.T.S. 3"SS DN S2 SEWER RISER #2 N.T.S. 211 J Q'i Ul, S4 SEWER RISER #4 N.T.S. 3" VTR I I I I I `- 211 VENT FROM BELOW S3 SEWER RISER #3 N.T.S. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilvaCddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT H F�1 O z amMiN&I ■■■■■■■■■■■■ TTW `.J rH� W WOA � ozo x0:a W Q r)-4 a � � Z x� 4 O SHEET NO.: M=7 DRAWN: JMF W CHECKED: DAD APPROVED: DAD David A..DaSilva EF -1 MECHANICAL PLAN 1/4" = l'-0" FIRST FLOOR MECHANICAL PLAN 1/4" = 1'-0" SECOND FLOOR 3" S U 2" VENT UP PLUMBING PLAN 1/8" = 1'4' FIRST FLOOR 3" SS DN 2" VENT DN 011 VTD PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR SEE S2 3"SS UP 3" VENT UP r.� Ir IY2„ I i• V vii SEE S3 S4 I .'I ,I I S1 SEWER RISER #1 N.T.S. 2" VENT TO 3" VTR > 2" VENT FROM j BELOW I ly" S2 SEWER RISER #2 N.T.S. PLAN NOTES: (MD 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" OR 6" PVC CHASE AS NEEDED, 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 2" VENT 3" VTR �k I I 2" VENT I � I T gC / 3" 2 LA \ 2" 2" 3" 3" 3" 3"SS DN S3 SEWER RISER #3 - N.T.S. DDC • ®® Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(dddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET ❑ PERMIT SET BID SET CONSTRUCTION SET AS BUILT El z o_ E U C0 W Q REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ LJ SHEET NO.: M=8 DRAWN: JMF W CHECKED: DAD APPROVED: DAD ---------------------------------------- David A. DaSilva y P4 4 I.J �(�� • STA �ORND� r, •': Copyright ©2/03H�n,, Inc. PLUMBING LEGEND DETAIL DESCRIPTION COVER SANITARY WASTE PIPING ------------------ SANITARY VENT PIPING ----------- COLD WATER PIPING ATTACH TO HOT WATER PIPING (110 DEGREE) 1 — BALL VALVE WCO WALL CLEANOUT — — — 0 FCO — — � ECO STRUCTURE VTR FIN. FLOOR FOR WALL CONST. CONTINUOUS SEE ARCH. DWGS. THREADED ROD U -BOLT 4 MAY EXTEND CLEANOUT PIPE INSULATION ° d d o AS WASTE I PLUG EXPANSION TANK PIPE PIPE ° n a ° G - ° a OR VENT COUNTERSUNK SCREW 4 �.a CLEANOUT ADJUSTING COLLAR TEE I POLISHED S.S. CLEANOUT PLUG AND ACCESS COVER 3/4" T&P BODY. SEE SPECS. RELIEF VALVE PIPE SADDLE RISER _ •� , EWH (18 GA., 18" LONG) BEND FULL ' PIPE SADDLE\LOCKNUT WASHER (TYP.) Ss SIZE, 4" MAX. 1.. Z I (TYP.) UNISTRUT OR WASTE LINE w/ Al TO DRAIN PAN ALL INSULATION PASSESANGLE IRON PLUG IF END LENGTH TO SUIT I THRU HANGER UNBROKEN (TYP.) OF LINE VACUUM BREAKER � x 1" TO MOP SINK SIZES UP TO 3" MULTIPLE ---------- 1 /8 BEND AT END BALL VALVE SINGLE f, FLOW 0 OF LINE CLEANOUT (TYP) -01 ____________-01 DRAIN VALVE DRAIN PAN DIELECTRIC WASTE LINE UNION (TYP) INSULATED* NOTE: CP -1 NOT REQUIRED P 1 PIPE HANGER DETAIL P2 FLOOR CLEANOUT DETAIL P3 WALL CLEANOUT DETAIL WATER HEATER DETAIL N.T.S. P-DO05 N.T.S. P-DO06 N.T.S. N.T.S. P -D### PLUMBING LEGEND DETAIL DESCRIPTION SS SANITARY WASTE PIPING ------------------ SANITARY VENT PIPING ----------- COLD WATER PIPING MANUFACTURE / MODEL HOT WATER PIPING (110 DEGREE) 1 — BALL VALVE WCO WALL CLEANOUT — — — 0 FCO — — � ECO FLOOR CLEANOUT EXTERIOR CLEANOUT VTR VENT THRU ROOF JCTRIC WATER HEATER NUMBER ELEMENTS 5 _ TOTAL KW VOLTAGE �� •' RECOVERY I (GPM) (w 100°F MANUFACTURE / MODEL NOTE 1 4.5 208/1 1 12 1 A.O. SMITH DEL -40 I SEE BELOW DOTES OWNER TO SELECT OWNER TO SELECT OWNER TO SELECT OWNER TO SELECT OWNER TO SELECT OWNER TO SELECT OWNER TO SELECT OWNER TO SELECT DEVICE PLUMBING SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS, LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DRAIN, WASTE AND VENT PIPING SANITARY PIPING SHALL BE SCHEDULE 40 PVC IN CONFORMANCE WITH ASTM D 1784. WATER SYSTEM (DOMESTIC PIPING) ABOVE GROUND WATER PIPING SHALL BE TYPE "L" COPPER WITH SWEATED CONNECTIONS. BELOW GROUND PIPING SHALL BE TYPE "K" COPPER WITH SWEATED CONNECTIONS. PIPING SHALL BE IN CONFORMANCE WITH ASTM B88 A. SOLDER JOINTS WITH FREE FLOWING SOFT LEAD FREE SOLDER (9Y5) PER ASTM B32 B. PIPING SHALL BE TESTED HYDROSTATICALLY AT A PRESSURE OF 150 PSIG. C. AFTER COMPLETION OF WORK, THE PIPING SHALL BE FLUSHED AND STERILIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, INSTALLATION PIPE SHALL BE CUT ACCURATELY TO MEASUREMENTS ESTABLISHED AT THE JOB SITE AND WORKED INTO PLACE WITHOUT FORCING, PROPERLY CLEARING ALL WINDOWS, DOORS, AND OTHER OPENINGS. PIPES SHALL HAVE BURRS REMOVED BY REAMING AND SHALL BE SO INSTALLED AS TO PERMIT FREE EXPANSION AND CONTRACTION WITHOUT DAMAGE TO JOINTS OR HANGERS. OPERATION AND MAINTENANCE INSTRUCTION COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS MANUALS FOR EACH PIECE OF EQUIPMENT, BOUND IN BOOK FORM, SHALL BE PREPARED. OPERATING INSTRUCTIONS EXPLAINING PREVENTIVE MAINTENANCE PROCEDURES, METHODS OF CHECKING THE SYSTEM FOR NORMAL SAFE OPERATION, AND PROCEDURE FOR SAFELY STARTING AND STOPPING THE SYSTEM SHALL BE PREPARED AND INCLUDED WITH THE MANUALS. GUARANTEE AND WARRANTIES A. FURNISH OWNER WITH A WRITTEN GUARANTEE PROTECTING THE OWNER FROM COSTS DUE TO POOR WORKMANSHIP AND FAULTY MATERIALS OR EQUIPMENT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. B. FURNISH OWNER WITH ORIGINAL EQUIPMENT FACTORY WARRANTIES. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JUNE 23, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT 0 z REVISIONS ■■■s■■■■■■■® bapm V SHEET NO.: M-9 DRAWN: GAR CHECKED: JFM 1(:L4 APPROVED: DAD F -+ David A. DaSilva �0\\`15����� �� H Y Dqs �i� �, O • N 5 _ �� •' STA E Copyright ©) ee �\\