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I <br />DocuSign Envelope ID: 12B06693-F413-4080-990E-97E259316259 <br />I i I I_ I I I 1 1 '1 11 — I I— _ I ILI I 1' I" ! 1 1111 _ i <br />1 <br />—� <br />I <br />� <br />i <br />I <br />j <br />i � <br />, <br />I <br />Ii <br />_...._.. <br />I <br />i <br />I <br />li <br />i <br />I <br />I <br />1 <br />I <br />6 <br />� <br />I <br />I <br />I <br />I <br />� <br />I <br />I <br />I <br />1 <br />I <br />j <br />1 <br />} <br />11 <br />} <br />I <br />I <br />r I <br />, <br />_71— <br />— <br />........ <br />I <br />... <br />I <br />} <br />1 <br />I <br />_.. <br />1II <br />3- <br />1+/ <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />� III <br />l <br />I <br />I <br />1 st 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 W1(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. <br />LUMBER SIZE <br />SPACING <br />2x6 <br />2x8 <br />2x10 <br />2x12 <br />12" <br />15'-5" <br />19'-11" <br />23'4" <br />26'4" <br />16" <br />13'-4" <br />17'-3" <br />20'-7" <br />22--0" <br />24" <br />10'-11" <br />14'-V <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 />23'-4" <br />26-0" <br />24" <br />9'-10" <br />15'-6" <br />20'-1" <br />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 />LEDGER TO CMU (W/3" TAPCON OR TITEN): <br />PT 2x6.......(2) ROWS %4" 0 @ 24" O.C. STAGGERED <br />PT 2x8.......(2) ROWS Y4" 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) ''/4' x 4-'/z" LONG #14 WOOD SCREWS <br />PT 2x8...................................(5) ''/4" x 4 '/z" LONG #14 WOOD SCREWS <br />PT 2x10................................(7) ''/4" x 4-'/P LONG #14 WOOD SCREWS <br />PT 2x12.................................(9) Y." 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 />U <br />0 <br />co <br />i0) <br />N 0 <br />O <br />O p <br />APEX - <br />co 0 <br />4 � <br />CDCU <br />O <br />i cu <br />N <br />co <br />_j <br />�I <br />U_ <br />w tds ir; <br />J <br />J � <br />true design studios <br />Z <br />O <br />Y 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />®i <br />O <br />O'' <br />W <br />F_ <br />041HOMON, <br />p z <br />F > <br />.>JLILI <br />z r� m a <br />Q <br />0 <br />U) .Q <br />Z <br />w <br />This item has been electronically <br />LLI signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />O shown using a digital signature. <br />O Printed copies of this document are <br />O not considered signed and sealed <br />O and the signature must be verified <br />by a 3rd Party Certificate Authority <br />~ �on any electronic copy <br />d' <br />L0 <br />ti <br />a Z W <br />LU i <br />W <br />J z w <br />co W O u) <br />W Q <br />W <br />W <br />Z <br />� Z > 0 a <br />LU m w <br />0 0 J w <br />w w <br />J 1..1.. X <br />LL <br />ILL <br />Z Z <br />O O <br />Q � <br />� W <br />r1 Z <br />O a <br />U LL <br />p W <br />Abbott Park <br />0 <br />Q LOT 026-02 0 <br />Z Z <br />} U) <br />PROJECT NO: W <br />6, • (1) 48" & (1) 24" BEARING BLOCK REQ'D O 2021.009235 0 <br />• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. 1 Li <br />STAGGERED Z O <br />• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5 = DRAWN: o <br />U JAR <br />0 <br />P_ CHKD. MJP <br />CL J <br />Q a <br />U <br />Q tj%J1111111ii cn <br />� .,JSI(N LAlV��9 <br />E N S' � Z <br />' F•'•, <br />No 85166 <br />Z = * ocuSigned 6y:Q <br />O '.ZD <br />3f�71 EF435! 4/ <br />LLJ .0 <br />Q �i • O R 1 �' • �?� ��� Z_ <br />Z ���ss'� N At � .N`�� <br />Q <br />O 07-28-2021 p <br />1= w <br />U REVISIONS: <br />Q No. Description Date w <br />(n J <br />--; cn <br />'o <br />O Z <br />o <br />U <br />w <br />H <br />X ST=3A <br />w <br />a- <br />CMU/METAL CONNECTOR ENGINEERING <br />