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— E III _ —I _ <br />oocus gn Envelope ID. 59E322ED-B805-4C40-9CBE-B6588D6B89B9 <br />1st LEVEL ROOF FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED <br />BY BUILDER <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR <br />TRUSS LABELS & DIMENSIONS <br />OVERFRAMING NOTES <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />RAFTER SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />SPACING <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />12" <br />15'-5" <br />19'-11" <br />23'-9" <br />26-0" <br />16" <br />13'4" <br />17'-3" <br />20W" <br />22'-0" <br />24" <br />10'-11" <br />14-1" <br />16-10" <br />19'-9" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />SPACING <br />2x4 <br />2x6 <br />2x8 <br />2x10 <br />12" <br />12'-5" <br />19'-6" <br />25'-8" <br />26-0" <br />16" <br />11'-3" <br />1T-8" <br />23'-4" <br />26-0" <br />24" <br />9'-10" <br />15'-6" <br />20'-1" <br />23'-11" <br />10 <br />L. L./5 D. L. #2 SYP <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. <br />2. TYPICAL BEARING BLOCK <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />MATCH DIMENSION OF TRUSS MEMBER. <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. <br />3. LEDGER FRAMING NOTES <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />(MAX 24" O.C. SPACING), OR <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />LOCATIONS ON PLAN <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />PROTECTION AGAINST CORROSION <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />ROOF FRAMING LEDGER TO WOOD: <br />2x6...................................(4) 12d COMMON <br />2x8...................................(6) 12d COMMON <br />2x10.................................(8) 12d COMMON <br />2x12.................................(10) 12d COMMON <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />2x6...................................(3) 16d COMMON <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />PT 2x6...................................(3) 'W x 4 '/z" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) '/<" x 4 '/z" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) 'W x 4-'/2' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) W x 4-'/2' LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />PERMITTED AT THIS LOCATION <br />� I <br />U ' <br />0 <br />M <br />rn E <br />0 0 <br />N <br />U <br />O <br />O 0 <br />APEXLA <br />N U <br />co N <br />O (D <br />0) CL <br />1 <br />N <br />LL <br />W t S <br />J Q <br />J a)true design studios <br />Z <br />O <br />U <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />O <br />O <br />W <br />0110MON' <br />U) <br />Q � <br />C'1 <br />•) <br />U <br />Z <br />W <br />W <br />0 This item has been electronically <br />0 signed and sealed by Justin M Lanier, <br />0 PE on the date and/or time stamp <br />0 shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />rl by a 3rd Party Certificate Authority <br />O Qon any electronic copy v / <br />Z LU <br />W W <br />Z 7 <br />J L Lu <br />LU O cn <br />IW <br />W Q <br />w Z Q O <br />> Q Q <br />Z LU 0 <br />W W <br />0 0 W LLl - <br />0 ~ <br />X <br />LL LL <br />Z Q z <br />O Z <br />O <br />< 0 <br />O <br />n ZZ <br />W Of <br />O rz <br />U LL <br />W <br />Abbott Park Q <br />O U <br />J (n <br />"- LOT 035-02 0 <br />Q W <br />Z Z <br />PROJECT NO: w pp <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D 0 0 1 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. 2021.011 081 LL <br />STAGGERED Z <br />DRAWN: <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U KAS O <br />W CHKD: f�F� L0 <br />~ MJP U <br />X <br />w w <br />w Q <br />� U <br />X � <br />Q `�rrrrrrrrrrr�� <br />W No 85166 Q <br />Z r DocuSigned by: •, '�' <br />W <br />Al <br />I�A 35... *Ili ♦ - <br />.�' P,.•' C� <br />.<0R,O,. \ �� <br />C? _Z <br />Z --S�0NALE�`� <br />cn �r�rrrrirrrrr� Q <br />O 09-17-2021 p <br />� w <br />REVISIONS: <br />U <br />Q No. Description Date W <br />U J <br />Q <br />} U <br />C� U) <br />O I— <br />J <br />O Z <br />Z O <br />= <br />U 0 <br />H � <br />X <br />W ST=3A <br />n <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />