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DocuSign Envelope ID: CA5AOA48-8C44-45D1-8729-7E26850OF5B9 <br />1st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <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. 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 />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. LUMBER SIZE <br />SPACING <br />_ <br />2x4 2x6 2x8 2x10 <br />12" 12'-5" 19'-6" 25'-8" 26'-0" <br />16" 11'-3" 17'-8" 23'-4" 26'-0" <br />24" 9'-10" 16-6" 20'-1" 23'-11" <br />10 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 1 Od @ 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 />202.................................(10) 12d COMMON <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS Y4' O @ 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 (WI SCREWS): <br />PT 2x6...................................(3) %" x 4 '/i' LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) Y4" x 4 -Y2" LONG #14 WOOD SCREWS <br />PT 200................................. (7)'Y." x 4-%," LONG #14 WOOD SCREWS <br />PT 2x12................................. (9)'Y." x 4-'/i' 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 />U <br />0 <br />c� <br />rn <br />0 <br />N <br />O <br />O <br />N <br />LO <br />N <br />O <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL_ <br />W <br />J <br />J <br />Z <br />O <br />U) <br />U <br />¢ <br />O <br />O <br />W <br />U) <br />0 <br />J <br />m <br />W <br />C� <br />U) <br />} <br />Z <br />W <br />0 <br />W <br />IY <br />O <br />O <br />O <br />ui <br />ti <br />O <br />Z <br />07 <br />07 <br />W <br />G7 <br />00 <br />W <br />W <br />Z <br />Z <br />W <br />Ix <br />J <br />LL <br />Z <br />O <br />O <br />Q. <br />Of <br />O <br />U <br />0 <br />Ix <br />O <br />J <br />LL <br />U <br />Z <br />} <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />O <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />OJ <br />STAGGERED <br />Z <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />2 <br />U <br />W <br />I— <br />x <br />W <br />X <br />m <br />0 <br />O <br />Z) <br />O_ <br />H <br />H <br />U <br />U_ <br />U) <br />} <br />O <br />O <br />J <br />O <br />Z <br />2 <br />U <br />W <br />H <br />X <br />W <br />d <br />O <br />U <br />O <br />APEX 0 O <br />i]. <br />tds <br />true design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />DeRsHOMON' <br />o <br />Zz <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />9 n any electronic copy v / <br />11- UIJ <br />W <br />=j Z <br />LU <br />LLJ O to <br />Qer <br />U <br />Lj <br />W <br />QLL <br />PROJECT NO: <br />DRAWN: <br />CHKD: <br />Abbott Park <br />LOT 036-02 <br />2021.011208 <br />KME <br />MJP <br />JIM LA <br />.� � .•'�C E NS '•9 �'. <br />No 85166 � r <br />• r <br />I— DocuSlgned by: <br />s <br />•13 <br />PFIi1DAQ$F435�* ilj Z <br />I � <br />09/16/2021 <br />REVISIONS: <br />NoTDescriation Date <br />ST=3A <br />N <br />W <br />X <br />O <br />0 <br />W <br />H <br />Z <br />a <br />LL- <br />W <br />J <br />¢ <br />U <br />U) <br />0 <br />W <br />H <br />Z <br />0 <br />07 <br />W <br />0 <br />O <br />0 <br />0 <br />U) <br />W <br />J <br />U <br />U) <br />Z_ <br />L.L <br />''1 <br />U) <br />Z <br />W <br />W <br />W <br />J <br />¢ <br />U <br />r� <br />H <br />O <br />Z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />