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DocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F11EFF3F4 <br />0 <br />1 st LEVEL FRAMING PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />TRUSS FRAMING GENERAL NOTES 20 <br />SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />M <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED > <br />BY BUILDER o O <br />• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, "' U-) c� <br />ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5. 0 0 <br />• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR z APEX 0 <br />TRUSS LABELS & DIMENSIONS � <br />OVERFRAMING NOTES W <br />• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. _Z (D <br />• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. W C <br />• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d m <br />COMMONS MIN. <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. W <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. W <br />• FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO Z ' <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. (D <br />z <br />RAFTER SPAN SCHEDULE W tds �_i <br />O.0 <br />SPACING LUMBER SIZE < <br />---- Qtrue design studies <br />. <br />2x6 2x8 2x10 2x12 W <br />12" 15'-5" 19'-11" 23'-9" 26'-0" _j 9000 REGENCY SQUARE BLVD. <br />16" 13'-4" 17'-3" 20'-7" 22'-0" SUITE 100, JACKSONVILLE, FL 32211 <br />z 904.821.5200 (n <br />24" 10-11" 14'-1" 16-10" 19'-9" O <br />- -- 20 L.L./15 D.L. #2 SYP Q <br />CEILING JOIST SPAN Ing <br />UMBER SIDZELE---- dI <br />O.C.P <br />SPACING 2x4 2x6 2x8 2x10 11HOMN' <br />12" 12'-5" 19'-6" 25'-8" 26-0" U <br />- - - --- 161, 11'-3" 17'-8" 23'-4" 26 -0" <br />24' 9'-10" 15'-6" 20'-1" 23-11" <br />Q � <br />10 L.L./5 D.L. #2 SYP O <br />J <br />TRUSS FRAMING KEY NOTES LL' <br />� <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Q_ <br />(j -Q <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. Z <br />2. TYPICAL BEARING BLOCK } <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO <br />MATCH DIMENSION OF TRUSS MEMBER. _1 <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS O <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. i = This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />3. LEDGER FRAMING NOTES W shown using a digital signature. <br />Printed copies of this document are <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS F- not considered signed and sealed <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW X and the signature must be verified <br />(MAX 24" O.C. SPACING), OR LLI by a 3rd Party Certificate Authority <br />• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE Q on any electronic copy „ A <br />w/ FASTENING SHOWN BELOW Uj <br />W • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED X <br />LOCATIONS ON PLAN —� Q <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER �- <br />PROTECTION AGAINST CORROSION m 7 <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL ` W <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR W O ^ <br />LEDGERS ARE FOR INTERIOR USE ONLY. z NJ <br />ROOF FRAMING LEDGER TO WOOD: <br />2x6...................................(4) 12d COMMON W <br />2x8...................................(6) 12d COMMON < O <br />2x10.................................(8) 12d COMMON Q <br />2x12.................................(10) 12d COMMON Z Q <br />Uj <br />U) <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Z) J ' 'j <br />PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED 0 w W Q <br />PT 2x8.......(2) ROWS Y4" O @ 16" O.C. STAGGERED ~ <br />PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED H <br />PT 2x12.....(2) ROWS Y4" 0 @ 6" O.C. STAGGERED U LL W <br />LL Tom <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): Q <br />2x6...................................(3) 16d COMMON X <br />2x8...................................(5) 16d COMMON <br />2x10.................................(7) 16d COMMON (� <br />2x12................................(9) 16d COMMON O z <br />J O <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): 0 0 <br />PT 2x6..................................(3) ''YV x 4-%" LONG #14 WOOD SCREWS = <br />PT 2x8...................................(5) 'W x 4 '/z" LONG #14 WOOD SCREWS U _Z <br />PT 2x10.................................(7) ''/<" x 4 '/2" LONG #14 WOOD SCREWS Abbott Park W <br />PT 2x12.................................(9) 'W x 4 '/z" LONG #14 WOOD SCREWS X CL <br />W.._ __ ._.- ... - - ... - — L_ <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM 0- LOT 020-03-1 B W <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS J <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. Q <br />U <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF U) <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT 0 <br />PERMITTED AT THIS LOCATION W <br />PROJECT NO: F- <br />6. ANGLE & LATERAL BRACES MAY BE OMITTED 2021.014970 z <br />PROVIDED GABLE TRUSS IS ANCHORED TO (� <br />MASONRY W/ META12 OR GREATER @ MAX 24" O.C. DRAWN' CD W <br />CHKD: <br />MJP 0 <br />0 <br />0 <br />LqN �'�., W <br />' U <br />* • <br />ed•g•:y* � <br />(n <br />0:z z <br />T��13 ATE OF 5%0QFkEn <br />% 0 <br />12-29-2021 O <br />z <br />REVISIONS: < <br />No. Description Date 0 <br />- -- W <br />- -- W <br />W <br />--- --- J <br />� U <br />STZ =3A f— <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />