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DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 <br />1st LEVEL ROOF & FLOOR FR <br />1/4" = 1'-0" WHEN PRINTED ON 22"04" <br />AMING PLAN <br />(2) META12 OR <br />(2) HTSM20, <br />51--------------- <br />4 ---- <br />i I <br />i <br />I ICI it i II III �I II <br />I <br />i <br />O I <br />ICI I <br />I <br />i! <br />III <br />i <br />I <br />I li <br />III <br />I Ii <br />I <br />�I <br />, <br />-------- <br />--ram; <br />i <br />�I <br />II <br />II„ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />�I <br />��I <br />I <br />I <br />I <br />I <br />I <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 />20'-7" <br />16-10" <br />22'-0" <br />19'-9" <br />24" <br />10'-11" <br />14'-1" <br />20 L.L./15 D.L. #2 SYP <br />CEILING JOIST SPAN SCHEDULE <br />O.C. LUMBER SIZE <br />SPACING <br />_ <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 />17'-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.G. 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 %4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS %4' 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4' 0 @ 8" O.C. STAGGERED <br />PT 2x12.....(2) ROWS %4' 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-%" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) '/:' x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) %" x 4-'/i' LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) Y4" x 4-%" 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 />g <br />U <br />0 <br />Cl) <br />1 <br />rn <br />N �� V <br />O <br />CD0 <br />LO 0 <br />APEXC: <br />O Q3 <br />Cn <br />N <br />J <br />LLd C, <br />� <br />W <br />t S <br />J � <br />> true design studios <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />_0 <br />O <br />O <br />td <br />W <br />Cn <br />016HOMON' <br />J ® / <br />co <br />W Z.,. <br />Ci <br />U <br />Z <br />W <br />W <br />O <br />O <br />O <br />O <br />tNr <br />` z <br />ti <br />O 0 U) <br />Z 111 <br />U <br />Z LL m � <br />W <br />W <br />W <br />W <br />z (a) < 0 <br />w m > o 0 <br />o W W W <br />V W <br />O W <br />� X <br />ILL L <br />Z <br />O T has been electronically Z <br />_ signe sealed by Justin M Lanier, O <br />1­_ PE on the date and/or time stamp <br />shown using a digital signature. 0 <br />Printed copies of this document are W <br />0 not considered signed and sealed F— <br />a and the signature must be verified Z <br />It by a 3rd Party Certificate Authority <br />0 on any electronic copy <br />U IL <br />Q W <br />Abbott Park Q <br />O U <br />_ - -- - LOT 032-03 0 <br />I— <br />Z Z <br />} <br />PROJECT NO: LU <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D 1 2021.009227 ❑ <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O U_ <br />STAGGEREDz DRAWN: O <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U CD <br />LU <br />CHKD: <br />MJP U) <br />LU a J <br />Q a <br />Q N Lq '��i <br />Lo <br />` No 85106 <br />W = * DocuSlgned by: <br />Q <br />op AGP435 <br />Z ������� <br />U Q¢ <br />0 07-29-2021 Q <br />1= W <br />U REVISIONS: <br />U_ -- -- I­_Q No. Description Date w <br />U) J <br />>- U <br />° _-_ 0 <br />_ --- ----- — ------ - 0 <br />U ❑ <br />W <br />1— <br />x ST=3A <br />w <br />a <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />