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DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 <br />............ <br />................ <br />...... <br />....... <br />.............. .... <br />. <br />... <br />. <br />. .................. <br />f <br />i <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 />—_ <br />I <br />1 <br />- <br />r <br />— <br />i i <br />__ <br />_ <br />T_ <br />T- <br />' t+/ <br />[//L___f <br />........ . l,.......... <br />11 <br />U. <br />I <br />........ <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. <br />LUMBER SIZE <br />SPACING <br />2x6 <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. <br />LUMBER SIZE <br />SPACING <br />2x4 <br />2x6 <br />2x8 <br />2xl0 <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 />2xl0 ............................. ..(8) 12d COMMON <br />2xl2 ............................ ..(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" 0 @ 16" O.C. STAGGERED <br />PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED <br />j STAGGERED <br />PT 2x12..... 2) ROWS f7J @ 6" O.C. S <br />( 4 <br />FLOOR FRAMING LEDGER TO WOOD (W/ NAILS): <br />2x6.................................(3) 16d COMMON <br />2x8..................................(5) 16d COMMON <br />2x10...............................(7) 16d COMMON <br />2xl2.................................(9) 16d COMMON <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): <br />PT 2x6.......................... .. ...(3) ''Y<" x 4-'h" LONG #14 WOOD SCREWS <br />PT 2x8.......................... ....(5) 'W x 4-%" LONG #14 WOOD SCREWS <br />PT 2xl0................................. (7)'YV x 4-'/2" LONG #14 WOOD SCREWS <br />PT 2xl2................................. (9)'/4' x 4-'/" 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 />D <br />n <br />D <br />V <br />(D <br />O <br />N <br />N <br />co <br />O <br />O <br />N <br />N <br />co <br />J <br />LL <br />W <br />J <br />\J_ <br />Z <br />O <br />U) <br />Y <br />U <br />a <br />O <br />O <br />T_ <br />W <br />J <br />m <br />W <br />a <br />U) <br />U <br />Z <br />W <br />W <br />fy <br />O <br />O <br />O <br />O <br />i <br />V) <br />ti <br />O <br />W <br />Z_ <br />U) <br />m <br />W <br />W <br />Z <br />Z <br />W <br />a <br />O <br />IL <br />Z <br />O <br />I` <br />O <br />W <br />O <br />U <br />0 <br />O <br />J <br />IL <br />a <br />Z <br />0 <br />O <br />0 <br />W <br />X <br />W <br />i2 <br />X <br />CD <br />O <br />.J <br />O <br />U <br />W <br />H <br />X <br />W <br />W <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />Rim <br />e <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />11HOMN' <br />I 1 0 <br />3 1 \ O �� O� <br />a�\fie\= ��� o& \�`�D,w`. <br />.., <br />�� e� , <br />0001 <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 />by a 3rd Party Certificate Authority <br />Qon any electronic copy v <br />W <br />Z 0� <br />J Lu <br />LU o cn <br />a �2E <br />elo <br />` <br />U <br />m <br />W <br />0 <br />Q <br />J <br />W <br />W <br />w <br />� <br />ry <br />aLL <br />PROJECT NO: <br />Abbott Park <br />LOT 021-03-1 B <br />2021.014960 <br />DRAWN: <br />KME <br />CHKD: <br />MJP <br />* : N boPAI�n%d by,• <br />STATE OF 441 Z <br />i O • <3F467i OP -CD \ 0R�. <br />F <br />12-29-2021 <br />REVISIONS: <br />No. Description Date <br />ST=3A <br />_X <br />T <br />Z <br />O <br />0 <br />Lli <br />— <br />Z <br />W <br />LL <br />W <br />J <br />a <br />U <br />U) <br />0 <br />W <br />a <br />Z <br />U) <br />W <br />0 <br />LL <br />0 <br />O <br />U) <br />W <br />J <br />0 <br />U) <br />U) <br />Z <br />0 <br />U) <br />Z <br />Q <br />0 <br />W <br />W <br />2 <br />W <br />J <br />a <br />U <br />F_ <br />0 <br />O <br />0 <br />