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a <br />EXTERIOR " <br />CEILING <br />FINISH PER <br />SPECS <br />STUCCO — <br />FINISH PER <br />EXT. ELEV. <br />3 <br />SCHEMATIC DESIGN ONLY I <br />ROOF TRUSS LAYOUT IS A SCHEMATIC DESIGN ONLY. <br />TRUSS LAYOUT AND TRUSS SHOP DRAWINGS MUST BE <br />REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ <br />OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. <br />TRUSS NOTES: I <br />THE ROOF TRUSS LAYOUT ON THESE PLANS ARE <br />SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF <br />RECORD PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF <br />ALL SPECIFIED LVL BEAMS AND MAKE ANY <br />ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS <br />DESIGN OR CALCULATED REACTIONS. ALL <br />MODIFICATION TO BE REPORTED TO DESIGN STYLES, <br />INC. AND THE ENGINEER OF RECORD PRIOR TO <br />CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". <br />2. USE MTS20'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HHETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE <br />THE RIGHT TO MAKE ANY CHANGES AFTER FINAL <br />TRUSS INFORMATION IS SUPPLIED FROM TRUSS <br />MANUFACTURER. <br />TIE BEAM / PLATE LEGEND: I <br />= TIE -BEAM AT 6-0" <br />I ROOF VENT CALCULATIONS 11 <br />NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT <br />LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE <br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW <br />OR EQUIVALENT SYSTEM PER F.B.C. 2007 SECTION R806 <br />IATTIC AREA = 1762 1 <br />IVENTILATION PROVIDED AT RIDGE = 432 1 <br />IVENTILATION PROVIDED AT SOFFIT = 422 MIN. <br />IV[ 1 L. Vr[Ir" CLJVC <br />2X6 SUB -FASCIA <br />ALUMINUM OR <br />VINYL FASCIA <br />PERFORATED <br />ALUMINUM OR VINYL <br />SOFFIT VENT <br />TRUSS DETAIL AT ENTRY <br />1 11 = 1 '-011 <br />(2) P.T. 2X12 BEAM <br />6X6 P.T. BEYOND <br />1X3 STUCCO BAND <br />10" SQ. HB&G COLUMN <br />BEYOND <br />w <br />cn <br />Orn <br />� <br />o <br />Q 0 <br />N <br />w <br />N <br />F— <br />w <br />C-90= <br />0 <br />`n <br />Fn H I•- <br />0 w Z <br />z <br />H <br />LoFn <br />w <br />N J <br />UJ U <br />Q <br />w Z <br />J <br />< <br />w = Q <br />H <br />O <br />wow <br />Iwo <br />j U U) <br />o <br />= Q w <br />0 <br />Q�0 <br />=00 <br />�UU <br />-1 <br />>J - <br />,w <br />>- z o <br />U- —z <br />- r <br />tn� <br />�m <br />Ovi ��; <br />O <br />UO65Z <br />�z <br />m~Q2 <br />�a <br />z w <br />o w <br />cn z <br />=0_jD <br />H2LL <br />Q <br />C <br />c <br />L <br />"0 <br />^♦ <br />.0 <br />"> <br />c <br />0 <br />cu <br />^C^' <br />W <br />E <br />M <br />U <br />M <br />J <br />u_ <br />0 <br />(1) <br />uj <br />� <br />O <br />� <br />_ <br />LL <br />^� <br />C2. <br />W <br />�* <br />.�..� <br />N <br />Ix <br />Q <br />m <br />1 <br />j <br />� <br />E <br />O <br />Q <br />E <br />��--+ <br />0 <br />.� <br />U <br />N <br />Cn <br />ch <br />=3 <br />C <br />0 <br />a) <br />CU <br />QD <br />o <br />U) <br />cn <br />co <br />Jc <br />F_ <br />ISSUE DATE: 05/06/10 <br />JOB CAPTAIN: JMG <br />SCALE: AS NOTED <br />CHECKED BY: JMG/PF <br />PROJECT NUMBER: 0737 <br />ROOF FRAMING & <br />ROOF PLAN (A) <br />A4 <br />ROOF FRAMING PLAN (A <br />1 /4" = 1'-0„ <br />ROOF PLAN (A <br />1 /4" = 1 '-0" <br />