Laserfiche WebLink
DocuSign Envelope ID: 4C356AEE-19AC-4DBD-90B8-915FA5AE4055 <br />_._ ........._.._. <br />J <br />_ _ <br />....--- ............... <br />_ <br />.._..........- <br />_ ..............._ <br />........ <br />._..........._._ <br />_ <br />_ __......... <br />..._.. <br />_ <br />..._.. <br />.._ <br />........... <br />.. <br />......... <br />........ <br />' <br />-_ <br />............ .................... <br />_ <br />. . . . . . . . . . . . . .... <br />.: <br />, <br />: <br />: <br />_... <br />......... <br />. . . . . . . . . . . . . . . .. <br />. . . . . . <br />......... <br />..... _.. <br />_..._. <br />_ <br />.... . . . . . . <br />6— <br />i3 <br />3 <br />- - <br />I, <br /># <br />..__ <br />-- <br />i <br />.. <br />r <br />i <br />......... <br />.......... <br />_44 <br />_T7 <br />�—E <br />1st LEVEL FRAMING PLAN <br />1/4" = V-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 />_ <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 />2x4 24 2x8 2x10 <br />12" <br />12'-5" <br />19'-6" <br />25'-8" <br />26-0" <br />16" <br />11'4' <br />17'-8" <br />23'4" <br />26'4" <br />24" 9'-10" <br />16-6" 20'-1" 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 />WI "PCON OR TITEN): <br />LEDGER TO() <br />, @ <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) %" x 4-'Y2" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) %" x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2x10.................................(7) W x 4-%" LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) %" 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 />6, • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />STAGGERED <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <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 />Q <br />O <br />O <br />T_ <br />W <br />H <br />Z) <br />U) <br />J <br />m <br />W <br />Q <br />C� <br />U) <br />} <br />z <br />W <br />(D <br />W <br />O <br />O <br />O <br />O <br />i` <br />ti <br />z <br />U) <br />W <br />z <br />M� <br />W <br />W <br />W <br />z <br />z <br />W <br />0 <br />O <br />J <br />LL <br />z <br />O <br />O <br />O <br />Q <br />0 <br />LL <br />a <br />z <br />0 <br />O <br />J <br />z <br />2 <br />U <br />LU <br />I— <br />x <br />w <br />d <br />x <br />m <br />0 <br />O <br />Q <br />z <br />U) <br />0 <br />H <br />U- <br />Q <br />} <br />C� <br />O <br />.J <br />O <br />z <br />U <br />w <br />F_ <br />x <br />W <br />a <br />Q <br />APEX 0 O <br />tll <br />{p <br />tds <br />L2 <br />:.0 <br />true design studios j <br />9000 REGENCY SQUARE BLVD. a) <br />SUITE 100, JACKSONVILLE, FL 32211 C, <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 />and the signature must be verified <br />a 3rd Party Certificate Authority <br />>.by <br />on any electronic copy <br />U) <br />W <br />Z0� <br />J W <br />LLJ O cn <br />Q <br />Q O <br />0--, 0 <br />LLJ <br />a <br />o <br />� LV <br />W <br />� <br />Q <br />W W <br />x <br />aLL <br />z <br />O <br />0 <br />f— <br />z_ <br />d <br />L_ <br />W <br />Abbott Park <br />U) <br />LOT 036-03 0 <br />i� <br />(n <br />PROJECT NO: W <br />2021.009230 0 <br />LL <br />DRAWN: - O <br />JAR o <br />CHKD: L0 <br />MJP U) <br />U'? <br />J <br />0111111111111 U) <br />B N SF•' �' Z <br />• No 85166 <br />• * DocuSigned by: <br />r • <br />9TAT <br />r : • <br />FM71QEDEF435`! U) <br />49 <br />07-28-2021 <br />w <br />REVISIONS: <br />No. Description Date ~ <br />J <br />U <br />z <br />CMUIMETAL CONNECTOR ENGINEERING <br />