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07-69-010ROOF TRUSS &FRAMING NOTES: 1. WOOD TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS OF ALL TRUSSES TO ENGINEER FOR APPROVAL SEALED BY FLORIDA REGISTERED PROFESSIONAL ENGINEER. 2. WOOD TRUSS MANUFACTURER SHALL COORDINATE WITH GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR TO PROVIDE REQUIRED AIR CONDITIONING DUCT OPENINGS. ALL MODIFIED TRUSSES SHALL SATISFY LOADING DESIGN CRITERIA. 3. FIELD ALTERATIONS OR REPAIR OF DAMAGED MANUFACTURED WOOD TRUSSES SHALL BE ACCOMPLISHED ONLY WITH ENG. APPROVAL. 4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS. 5. REFER TO TRUSS MANUFACTURER'S ENGINEERING DRAWINGS FOR ALL REQUIRED ROOF TRUSS TEMPORARY AND PERMANENT BRACING, DETAILS, AND REQUIRED GRAVITY BRACING. REFER ALSO TO WIND BRACING PLAN PREPARED BY STRUCTURAL ENGINEER. 6. ALL BRACING TO BE 2x4 HEM —FIR OR EQUAL, WITH A MINIMUM FIBER STRESS OF 1000 PSI NAILED TO EACH INTERSECTING ROOF TRUSS MEMBER WITH 2 -16d NAILS, MINIMUM. 7. PROVIDE 1 x 3 WOOD FURRING, 16" OC, ATTACHED TO UNDERSIDE OF TRUSS BOTTOM CHORD AT GARAGE 8. ALL BRACINGS DESIGNED TO SUSTAIN A WIND PRESSURE OF 110 MPH IN ANY DIRECTION (POSITIVE OR NEGATIVE). 9. LATERAL BRACING: DIAGONALLY BRACE TRUSSES WITH 2 — 2 X 4s NAILED w/ 2 -16d NAILS TO MIN. 3 TRUSSES, AS FOLLOWS: BRACE TYPE 1: BRACE FROM GABLE ENDWALL TO A MIN. 3 TRUSSES. LOCATE BRACING 10' -0" FROM CORNERS WITH BALANCE @ MAX. 8' -0" OC. BRACE TYPE 2: BRACE AT INTERIOR IN ROWS MAX. 20' -0" APART, SPACED PERPENDICULAR TO TRUSSES AT MAX. 10' -0" OC. 10. ROOF SHEATHING: 19/32" MINIMUM EXPOSURE 1 RATED; APA 32/16 PANEL SPAN RATING NAILED WITH 8d COMMON NAILS AT 6" OC OVER SUPPORTS AND 4" OC AT GABLE ENDS. 11. LUMBER USE FOR STRUCTURAL MEMBERS SHALL BE OF A STRESS GRADE NOT LESS THAN 1000 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (FB). bottom chord truss bracing 8' -0" LONG MIN. 2 "x4" WD BRACES LAPPED OVER A MIN. OF TWO TRUSSES @ ENDS & NAILED TO TRUSSES W/ A MIN. OF 3 -8d NAILS @ EA. TRUSS. BRACE SHALL BE INSTALLED © A MAX. OF 10' -0" O.C. ( TYP.) BEAM SCHEDULE TYPE SIZE REINFORCEMENT TIES REMARKS NEW T.B. 0 TOP MIDDLE BOTTOM STRAP W/11 -10d NAILS IN STRAP. M —D PCN #00- 0913.07 T131 8" X 12" 2 5 0 2 #5 TB2 8" X 16" 2 #5 2 #5 2 #5 T133 EXISTING TRUSS STRAP ANCHOR SCHEDULE O MARK ITEM REMARKS USP TAPL16 STRAP W/13-10d NAILS IN STRAP NEW T.B. 0 & 6 -10dx1 1/2" NAILS IN SEAT PLUS USP TA16 STRAP W/11 -10d NAILS IN STRAP. M —D PCN #00- 0913.07 2 — USP RT18T TWIST STRAPS W/7 -16d NAILS (EA. EXIST. T.B. O STRAP IN TRUSS & 3-1/4" 0 x 2 1/2" TAPCONS (EA. STRAP) INTO EXIST. TIE BEAM. M —D PCN #00- 1218.03 W ROOF FRAMING PLAN 1/4„ _ 00 00 00 00 00 a N W o C9 o CL a O J � F 0 ■ o �U ee W W w a 0 F J LL 0 3 W GC o N C:3 Q m 1 Z W IL W gal 0 x° N 6 V J �! W po� i J W i o oc 00 8� 6 O I— c m J � W � p �o — N me rc W me 0 NJ Z Z W L W W H I- 2 N 2 Z FM W 3� zz �� �- o > p0 p N� REVISION No. DESCRIPTION DATE: JOB No. 0326 CAD FILE: GUS DATE: 12 -29 -03 S -2