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DocuSign Envelope ID: 72=,AB187-9418-4337-A635-794511AE33AD <br />�j <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 />U <br />0 <br />c� <br />rn <br />0 <br />N OW\ <br />TO THE TYPICAL WALL SECTION, SEE SHEET ST-5 <br />O <br />(D <br />REFER COMPONENT MANUFACTURER'S LAYOUT FOR <br />C V <br />LA <br />TRUSS LABELS &DIMENSIONSAPEX <br />OVERFRAMING NOTES <br />� <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 />r- <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT <br />CONNECTOR. <br />• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. <br />ce) <br />• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO <br />J <br />RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. <br />LL <br />W <br />td s <br />RAFTER SPAN SCHEDULE-_j <br />_j <br />LUMBER SIZE <br />> <br />true design studios <br />SPACING <br />Z <br />2x6 <br />2x8 <br />200 <br />2x12 <br />12" <br />15-5" <br />19'-11" <br />23'-9" <br />26-0" <br />Cn <br />Y <br />9000 REGENCY SQUARE BLVD. <br />16" <br />13'-4" <br />IT-3" <br />20' 7" <br />22' 0" <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />24" <br />10'-11" <br />14'-1" <br />16-10" <br />19'-9" <br />20 L.L.115 D.L. #2 SYP <br />O <br />O <br />CEILING JOIST SPAN SCHEDULE <br />O.C. <br />LUMBER SIZE <br />W <br />I- <br />SPACING <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" 15'-6" 20'-V 23-11" m ����� it <br />-- - � <br />- 10 L L/5 D.L. #2 SYP Lij <br />TRUSS FRAMING KEY NOTES Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />-- C'1 <br />1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. } <br />2. TYPICAL BEARING BLOCK U <br />z <br />• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO w <br />MATCH DIMENSION OF TRUSS MEMBER. W <br />• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS Of <br />BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED This item has been electronically <br />Ct3 <br />Ill <br />O <br />signed and sealed by Justin M Lanier, <br />3. LEDGER FRAMING NOTES <br />PE on the date and/or <br />time stamp <br />shown using a digital signature. <br />• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS <br />' <br />Printed copies of this document are <br />AT EVERY SUPPORT WITH FASTENING SHOWN BELOW <br />"I>1111111111111111by <br />LO <br />ot considered signed <br />nd the signature must <br />and sealed <br />be verified <br />(MAX 24" O.C. SPACING), OR <br />a 3rd Party Certificate Authority <br />• FASTEN NO -2 SYP PT LEDGER TO MASONRY/CONCRETE <br />w/ FASTENING SHOWN BELOW <br />O <br />Qon any electronic copy <br />' A <br />U) <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED <br />Z <br />W <br />LOCATIONS ON PLAN <br />V) <br />re < <br />Uj <br />• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER <br />PROTECTION AGAINST <br />w <br />CORROSION <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL <br />CZ <br />FRAMING WITH WOOD SCREWS- COMMON NAILS AT FLOOR <br />LEDGERS ARE FOR INTERIOR USE ONLY. <br />mLU <br />O <br />co <br />ROOF FRAMING LEDGER TO WOOD: <br />W <br />...................................(4) 12d COMMON <br />2x8...................................(6) 12d COMMON <br />W <br />Z <br />Q2x6 <br />2x10........ _ .._.- ..._......(8) 12d COMMON <br />z <br />> <br />O <br />Q <br />2x12......_- _ - _-_ _......(10) 12d COMMON <br />W <br />W <br />Q <br />LEDGER TO CMU (W/ 3" TAPCON OR TITEN): <br />Q <br />_j <br />W <br />W <br />PT 2x6, ...(2) %4 (2) ROWS " 0 @ 24" O.C. STAGGERED <br />� <br />❑ <br />W <br />' <br />� � i <br />PT 2x8.......(2) ROWS %4" 0 @ 16" O.C. STAGGERED <br />PT ROWS <br />� <br />� <br />2x10.....(2) %4" 0 @ 8" O.C. STAGGERED <br />0 <br />L.I. <br />X <br />PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED <br />ILL <br />L <br />�- <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />z <br />2x6...................................(3) 16d COMMON <br />I— <br />O <br />2x8 ..... ......... ................(5) 16d COMMON <br />< <br />2x10.................................(7) 16d COMMON <br />2x12.................................(9) 16d COMMON <br />0 <br />Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />Q <br />PT 2x6................................... 3) '/d' x 4-1/2" LONG #14 WOOD SCREWS <br />U <br />ILL <br />PT 2x8..................................(5) W" x 4-/2" LONG #14 WOOD SCREWS <br />W <br />PT 2x10.................................(7) /4' x 4-/2" LONG #14 WOOD SCREWS <br />Abbott Park <br />J <br />PT 2x12................................. (9) Y4" x 4-'/2" LONG #14 WOOD SCREWS <br />X <br />Q <br />O <br />U <br />4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM <br />� <br />LOT 019-03-1 B <br />GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS <br />Q <br />W <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. <br />----- - - <br />5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF <br />Z <br />z <br />THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT <br />Ur <br />PERMITTED AT THIS LOCATION <br />} <br />- - <br />6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />PROJECT NO <br />W <br />p <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. <br />JO <br />O <br />2021.014961LL <br />STAGGERED <br />z <br />- <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 <br />= <br />DRAWN: <br />U KME o <br />w o <br />CHKD Lo <br />X MJP <br />w W <br />d J <br />Q Q <br />X U <br />LAND ���ii U) <br />• G•E�N S ' •, Z <br />0 <br />W * • c i�l��ied t qy Q <br />O <br />W STATE OF ' J <br />�F4671 g 0 5..-(D <br />Q ��i �S • O R N• Z <br />Z ��'� S�0 N AL <br />O 12-29-2021 p <br />1- W <br />U REVISIONS: W <br />H r <br />Q No. Description Date W <br />-_ � W <br />C/) J <br />— Q <br />U` co <br />0 <br />0 <br />Z <br />U 0 <br />W <br />F- <br />X ST=3A <br />W <br />W <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />