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Docu5ign Envelope ID 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A <br />I' <br />I <br />� <br />Nr <br />w <br />F- <br />O <br />z <br />I-F�- - --- <br />I'I <br />1 st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />O <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 />2xE <br />2x8 <br />2x10 <br />2x12 <br />12" 15-5" <br />19'-11" <br />23'-9" <br />26-0" <br />16" 13 4' <br />1 T-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. <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 />1 T-8" <br />234" <br />26-0" <br />24" <br />9'-10" <br />15-6" <br />20'-1" <br />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 N0.2 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 />ROCF 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' O @ 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)'Y4" x 4-W LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) ''YV x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x10......................... ...(7)'YV x 4-Y2" LONG #14 WOOD SCREWS <br />PT 2x12.............................(9) '/:' x 4-%" LONG #14 WOOD SCREWS <br />4. ANGLE & LATERAI. 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 />Z) <br />U <br />0 <br />rn <br />o U <br />O <br />O 0 <br />APEX <br />Cll <br />O <br />M <br />N <br />co <br />U_ <br />W tds 6 <br />J <br />J true design studios a)> <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 W <br />-� 0 <br />O <br />O <br />W <br />F- <br />e <br />011HOMON' <br />_>_I Al a e g d a� s� a <br />W <br />Q <br />0 <br />U <br />z <br />W <br />W <br />IY <br />O <br />O <br />O <br />rn <br />r z <br />d' <br />LO <br />b OZ VJ <br />U) � Q W <br />U)0. <br />W <br />z LL z W <br />Z) O V J m J <br />WLU 1 <br />W <br />Z_C.)\ O <br />O / Q <br />Z W 0 0 <br />W <br />o J W � <br />Inf (a) W W �. <br />o qqT X <br />U- <br />Z T has been electronically Z <br />0 sign, sealed by Justin M Lanier, O <br />PE on the date and/or time stamp <br />Q shown using a digital signature. Q <br />0� Printed copies of this document are W <br />O not considered signed and sealed I— <br />Q and the signature must be verified Z <br />by a 3rd Party Certificate Authority R <br />O on any electronic copy a <br />U W <br />Abbott Park J <br />O U <br />J U) <br />U_ LOT 030-03 0 <br />Q W <br />C) Q <br />_z z <br />U) <br />PROJECT NO: III <br />6 • (1) 48" & (1) 24" BEARING BLOCK REQ'D j 2021.009226 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. O LL <br />STAGGERED Z DRAWN. O <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 U CD o <br />W" CHKD: LO <br />I <br />MJP x <br />W W <br />a J <br />Q Q <br />X 0 <br />�', <br />``�, JS-� IN r+gNl�9 ��� U) <br />m :.� .•�\C•NSF•. 'ice C� <br />Z_ <br />p No 85166 <br />w Q <br />Z Doc*gned by:ILLI <br />i O • 3F467'I DACD 43 �+ � ' <br />U) <br />Z �i�sS .�`•` Z <br />U) Q <br />O 07-29-2021 0 <br />►= W <br />U REVISIONS: W <br />U _ <br />Q No. Description Date <br />w <br />W J <br />>- U <br />g 0 <br />O Z <br />z O <br />U 0 <br />W <br />H <br />X <br />W ST=3A <br />W <br />CMUIMETAL CONNECTOR ENGINEERING <br />