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7615 SW 62 AVE ERPB-07-078-033 . di .................................. # . s, a 9 .....Eb'.de: ............. '� .':::::::.':.':.':.' B GUTIER11REZ & LOZANO © ARCHITECTS �------------------ _ 2830 W. STATE ROAD 84, SUITE117 ' ro-3/4'x20 WOOD TERS BY OTHERS FT. LAUDERDALE, FL. 3331 2 COMPONENT AND CLADDING C 954 ROOF WIND LOAD 5-4 PHONE: ) 321 —3442 77717 FAX: (954) 321 —3864 ZONE 1 = +24.6 PSF , -503 PSF rte,' B-4 5-4 5-4 ,' i ZONE 2 +24b 8 PSF , -10 PSF \` '� i ZONE 3 +298 PSF , -12'12 PSF r i REVISIONS i > ® © � ( i © OVERHANG: (Q ZONE 2 = -122.1 PSF ' © i �' ® ,' `� `� i ZONE 3 = -183.1 PSF I // ©�/ (D \\© \\v m I `-------------------- - 0 <10 - 30 DEGREES © Q O �lp� 0� ROOF CLADDING ]PLAN SCALE I/8' =1'-0' I MANUEL GUTIERREZ ❑ STATE OF FLA. REG. No. 8253 v CONCRETE BEAM SCHEDULE o m MARK SIZE REINFORCING STIRRUPS REMARKS CARLOS LOZANO ❑ B x H 50TT TOP MID TIES SPACING STATE OF FLA. REG. No. 0014722 T5-1 8' x 12' 2-05 2-05 2-05 03 10" T.O. BEAM a (o'-21/2' T5-2 8' x 305' 2-05 2-05 # 3 12' T.O. BEAM a 16'-91/2" TB-3 S' x 12' 2-05 2-05 * 3 12' T.O. BEAM 6 18'-fo'i2' p TB-4 8' x 21' MIN. 2-05 2-«5 03 12' T.O. BEAM * 18'-61/2' L) ' cjN rQ 5-1 8' x20' 2-01 2-08 03 T.O. BEAM a 6'-2v2' 5-2 8' x 20' 2-«C6 2-01 03 g' $ T.O. BEAM a 6'-2112' B-3 8' x 12' 2-05 2-05 « 3 5' T.O. BEAM 9 6'-2112' z B-4•• 8' x 305' 2-«6 2-«1 2-05 « 3 12" T.O. BEAM g 16'-9L12' B Z F22 -- - -- -- ----------� d)m * PROVIDE 5 « 3 TIES 4' O.C. AT THE ENDS OF EACH SPAN 7 :z w ** FOR 5-4 PROVIDE CONCRETE F'c= 5000 PSI Z n PRE-ENGINEERED GLUE-LAM STRUCTURE v w o (MANUF. TO PROVIDE SHOP ENGINEERED SHOP (((YYY r- R DRAWINGS) (RAFTERS AND ROOF DECKING) 0-(L O TRUSS BRACING AND ANCHORING NOTES: 1. TEMPORARY AND PERMANENT BRACING ARE THE �C RESPONSIBILITY OF THE BUILDING CONTRACTOR (� AS REQUIRED BY THE INSTRUCTIONS OF THE SPECIALTY ENGINEER'S ROOF SYSTEM DESIGN, AS SHOWN m ON MANUFACTURER'S SHOP DRAWINGS. 2. STRAP EACH TRUSS TO BUILDING WALLS AS DETAILED ON DRAWINGS, ON TRUSS ANCHOR SCHEDULE 3. HURRICANE STRAP GIRDERS AND HEADERS TO BEARING WALL WITH SAME NUMBER OF STRAPS AS MEMBERS IT IS RECEIVING. TYPICAL UNLESS OTHERWISE NOTED. _ _ C\2-1 4. BUILDER SHALL PROVIDE TEMPORARY BRACING At T5-2 d' END TRUSSES NOT TO EXCEED 10' O.G.. PROVIDE -+ CONTINUOUS BRACING AT TOP AND BOTTOM CHORDS DURING ERECTION AND PERMANENT Ix 4 MEMBERS r W NAILED TO THE UPPER SIDE OF BOTTOM CHORD AT U ELEVATOR 6'-0' O.G. MAX_ W/ (2) TWO 8d NAILS At EA. INTERSECTION. I a BOTT. BRACING TO STAY IN PLACE AND TO BE m CONN PL' a RESTRAINED AT ENDS AND 20' INTERVALS. (SEE DETAIL 5-15) O L TEMPORARY BRACING MAY BE REMOVED WHEN °;I SHEATHING IS PLACE. m 2'-10 'm TYPE A CONN CONN CONN CONN w �� E+ 0 5. TRUSS BRACING TO BE SOUTHERN PINE, GRDE 2, E - I TYPE A TYPE A TYPE A _TYPE A z % Fb 100 PSI 5-22 i B-4 B-4 i i 5-4 TB-2 SHEET TITLE ap PRE-ENGINEERED GLUE--AM STRUCTURE (MANUF. TO m CONN PROVIDE SHOP ENGINEERED SHOP DRAWINGS) w TYPE Bi BASEMENT LEVEL PLAN 0 N SH22 CONN S 22 SCALE: 1'■ 1/4' TYPE B (SEE DETAIL 5-15) JOB No.: ROOF FRAMING PLAN DATE: SCALE: 1/4' = 1'-0" 09/12/08 z SHEET PERMIT ENGINEERING SERVICES, INC. 801 PIKE ROAD, WEST PALM BEACH , FL 33411 ` z PH: (561) 689-3981 CERT. NO. EB-0006989 ALBERT P. <WAN P.E. OF PE 551B5 MARIANI