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)ocuSign Envelope ID: 2E7D828C-2E90-441F-BAA6-5C62OB3(,i.ED4 <br />--- <br />1 st U:\ El, ROOF FRAMING PIA N <br />1/4" = 1' U 1,! � ED ON 22"x34" <br />B3 <br />i <br />. I <br />TRUSS FRAMING GENERAL NOTES <br />SEE SHEET ST 1 & 5 FOR ADDITIONAL GENERAL NOTES o <br />• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED s <br />BY BUILDER N <br />I.INLESS SPFCIFICALLY NOTED ON TRUSS FRAMING PLAN, <br />1' I TRI ISS TO. WOOD CONNECTIONS SHA' L BE ACCORDING mop <br />O <br />TOT HE TYPICAL WALL SECTION, SEE SHEET ST-5. O O <br />75 <br />i" RUSS TO COMPONENT IONUFACI MANUFACTURERS LAYOUT" FOR � APEX � <br />TRUSS LABELS & DIMENSIONS i ' <br />N U <br />U': Et-a=rir CJliivL NOTES 00 N <br />+ 1 7� LEi?S TO BE MIN 2x6 NO 2 SYP C 24" O.C. MAX. O <br />:'.LL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 N0.2 SYP MIN.i OCIL <br />• * A6 I T_N 'SLEEPERS" TO EACH I-RUSS/RAFTER W/ (3) 16d ' M <br />t,OMMONS MIN. r' <br />• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT N <br />c;ONNECTOR. N <br />• ALL RIDGE BOARDS t0 BE 2x8 NO.2 SYP MIN. M <br />• I A;;TEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO _j t S <br />WAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. L � <br />� W <br />RAFTER SPAN SCHEDULE _j d <br />J <br />0C; - - 'UMBER SIZE true design studios <br />SPACING - Z <br />— �r6 2x8 i _ ..2x10 2x12- <br />_.__ — <br />15 5" --- 19 11" 23'-9" � 26'-0" � +' 1 <br />Y 9000 REGENCY SQUARE BLVD. U <br />!r_,' 13' a° 17'-3" i 20' 7° 22' o" Q SUITE 100, JACKSONVILLE, FL 32211 N <br />24' 15'-10" 19'-9" O <br />20 L L./15 D L #2 SYP- 1- - - O <br />CEILING JOIST SPAN SCHEDULE <br />LUMBER SIZE I— <br />fi r�� "1•JG — <br />2x4 2x6 i 2x8 I 2x10 , DaRsHOMON' -v <br />12'-5" 19'-6" 1 25'-8" 26'-01, j <br />0 # <br />1L--- 'r- —----- — i ,.. <br />1 c) ' 1 i'-3" 1 T-8" 23'-4" 26'-0" J # I <br />i. — - 1 <br />24" 9'-10" --_15' 6" 20'-1" 23'-11" j m <br />10 LL./5 DA. #2 SYP � LU `z <br />TRUSS FRAMING KEY NOTES <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (� <br />1 SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. � >0)> <br />T_'Y:PICAL,BEARING BLOCK Z 7 <br />• REARING Eti_OCK TO BE NO.2 SYP, MIN 48" LONG AND TO W <br />A! CH DIMENSION OF TRUSS MEMBER. W <br />•T.T 1. 11 BEARING BLOCK TO TRUSS VERTICAL OR TRUSS <br />60_ UPvi CI-10RD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. O <br />O <br />j LFi: GEl ; FRAMING NOTES O <br />: <br />_ O <br />• `AtTFN N0.2 SYP LEDGER TO FRAMINGi7RUSS VERTICALS ' <br />"T c.VERY SUPPORT WITH FASTENING SHOWN BELOW <br />L�1AX. 24" G.C. SPACING). OR r, <br />+ f AS) EN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE <br />W1 FASTENING SHOWN BELOW O <br />• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z W <br />LOCATIONS ON PLAN c co <br />• SEL- TABLE= 5 ON SHEET ST-1/Si FOR FASTENER W n/ <br />PROTECTION AGAINST CORROSION ! z W <br />• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL — <br />FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR Z) O ' A <br />:.EDGERS ARE FOR INTERIOR USE ONLY. m <br />_ <br />ROOF ERANIING LEDGER TO WOOD I � <br />_.... .. ....... ..__(4) W <br />.. 4 12d COMMON ! W C0i'vIl 1 �N Z <br />2x10 _ _..._.(8) 12d COMMON <br />.(10) 12d COMMON Z � Q <br />Q <br />W m W <br />:12. I�A <br />L_ %::R TO CM!J MIS' TAPCON ORTiTENi Q Q J W W <br />PT 2r... ;", ROIAIS f%a' O v'4" O.C. STAGGERED 0 W W <br />(2` Rn,rlS ? ;' �`. '6" O.C. STAGGEREDo <br />~ <br />F i %' R0 ViS %a" O C 8" 0 C S1 AGGEP,ED X <br />Ri) JJS ,':ti' v� Lt — t' C. STAGGERED LLLL <br />FLOOR FRAMING LEDGER TO WOOD (WI NAILS): O O <br />.2x6 . _ ........(3) 16d COMMON H <br />10 <br />i.xEt ........(5) 16d COMMON 2x10. . _. ....................(7) 16d COMMON O LLI <br />2x12 ..........................(9) 16d COMMON Q_ Z <br />FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O s1 <br />P-1 2x� . .............(3) W x 4-3,17' LONG #14 WOOD SCREWS U I.L. <br />PT 2xP ...._......... ............. (5)'/" x 4-'/z' LONG #14 WOOD SCREWS <W <br />P T 2x 10. _ _ . .. _..............(7) ,<" x 4-'/2" LONG #14 WOOD SCREWS J <br />P I- 2x12 .. ... .............. (9)'/4" x 4-;4" LONG #14 WOOD SCREWS O Abbott Park v <br />4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE JI.L.L •�/�AA-n <br />BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q This it�A b#LLTF�06lically ned and sealed by Justin M 1 anier, W <br />PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. - PE on the date and/or time stamp Q <br />5. IF USING (2) HTNJM20, INSTALL (1) STRAP ON EACH FACE OF �-% shown using a digital signature. Z <br />THE- WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT Z (� <br />PERMITTED AT THIS LOCATION <br />- - ----- — - -- — -- — C' PROJECT NO: W <br />r_ • (1) 48" & (1) 24" BEARING BLOCK REQ'D <br />-� 2020.004113 LL <br />• .1.CL BLOCK TO TRl SS WI r3) ROWS 10d @ 4" O.C. 0 LL <br />E.T,1,i GE(RED Z — - O <br />• 1"rill Uzi 10 MASONRY BELOW Wi LGT3-SDS2.5 DRAWN: <br />U DO o <br />W CHKD: U") <br />EAF co <br />x <br />W W <br />Q U <br />Q����►�����►��� cA <br />-,, IN LA/V j� <br />.� <br />No 85166 <br />W ` <br />Do0u319ned by: <br />Z <br />O_ 06-01-2020 <br />I— W <br />U REVISIONS: <br />U_ - - 3- <br />No. Description Date W <br />(n J <br />- --. Q <br />— U) <br />_ o � <br />z <br />z O <br />0 0 <br />H <br />X <br />W ST=3A <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />