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-- If 'fie' an 19-• ^'n61• .+, • It I + 11n[t®s!+ <br />DocuSign Envelope ID: AA010146-D199-4BBB-A59B-84ED05CCE60C <br />BOND BEAM <br />REINFORCEMENT <br />L (SEE WALL SECTION) <br />o ITI-1.74 <br />w FILL SOLID TO BOND BEAM <br />w <br />L - <br />0 8 F - #= DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />a 81.18 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />L FILL SOLID TO BOND BEAM <br />L <br />L <br />LINTEL REINFORCEMENT <br />o o <br />8 F -1 - #+---DEPTH OF LINTEL ASSEMBLY "d" <br />-— #5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-1-# <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />TYPICAL ROOF <br />DECK SHEATHING <br />MAX 3'-0" OVERHANG <br />- CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />2x SYP BLOCK W/ (2) 0.131" x 3" <br />-- <br />END- OR TOE -NAILS EACH END <br />--- - <br />- FASCIA AND DRIP EDGE PER ARCHITECT <br />ATTACH SOFFIT TO 2x BLOCK <br />2x SYP NAILER (IF REQ'D): <br />OR UNDERSIDE OF 2x FASCIA <br />• TO WOOD FRAME: (2) 0.131" <br />PER MANUFACTURER <br />x 3" NAILS @ EACH STUD, <br />MAX 12" SPAN -1x2 SYP NAILING STRIPS TO BLOCK / NAILER <br />MAX 24" O.C. <br />W/ (1) 0.131" x 2Y2' NAIL EACH INTERSECTION <br />• TO CMU w/ PT NAILER: <br />(2) ROWS 3/16' x 23/4" <br />TAPCONS @ MAX 24" O.C. <br />SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />CAPACITY OF THIS DETAIL IS THE LESSER OF: <br />CHANNEL REQUIREMENTS -- <br />1) SOFFIT MANUFACTURER ALLOWABLE <br />PER MANUFACTURER <br />PRESSURE. <br />2) +/-57.4 psf. <br />SOFFIT W/ MULTIPLE SPANS <br />TYPICAL ROOF <br />DECK SHEATHING <br />/ --- CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />- 2x SYP BLOCK W/ (2) 0.131" x 3" <br />END- OR TOE -NAILS EACH EN <br />- - -- - FASCIA AND DRIP EDGE PER ARCHITECT <br />2x SYP NAILER (IF REQ'D): - ---- - _ ATTACH SOFFIT TO 2x BLOCK <br />• TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA <br />@ EACH STUD, MAX 24" O.C. PER MANUFACTURER <br />• TO CMU w/ PT NAILER: (2) ROWS 3/1fi" x <br />23/4" TAPCONS @ MAX 24" O.C. MAX 16" SPAN <br />CHANNEL REQUIREMENTS — - <br />PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />CAPACITY OF THIS DETAIL IS THE LESSER OF: <br />1) SOFFIT MANUFACTURER ALLOWABLE <br />PRESSURE. <br />2) +/-340 psf. <br />SOFFIT W/ SINGLE SPAN <br />SF OFFIT DETAILS <br />Soffit detail is intended to convey connections between members in the <br />supporting structural frame, not the soffit connections to those members. <br />Product manufacturer and evaluating engineer retain responsibility for <br />individual soffit products and their connection to supporting structural frame. <br />MOISTURE BARRIEF <br />BY OTHERS <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />tE BARRIER <br />IRS <br />Y LINTEL <br />V <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />8'-1" ABOVE <br />F.F.E. <br />Y <br />TOP OF <br />GARAGE DOOR <br />ABOVE <br />F.F.E.F.F. <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />4.OF OPENING <br />2x6x12 PT -- <br />CENTER BUCK <br />48' DIA. ANCHOR — - <br />2x4 PT TOP BUCK--J <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" DIA. J-BOLT OR 1 " <br />DIAMETER SCREW ANCHOR w/ 5 '/z' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 2" SQ x 416" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF Ilk <br />CURB <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS EACH END ROOF DECK <br />FASTEN 2x6 NO.2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE <br />SEE PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />FASTEN 2x6 NO.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ 3" O.C. <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />FROM DIAGONAL BRACE TO CMU <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />= CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 1/2" <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />GABLE TRUSS <br />WALL SHEATHING PER PLAN <br />I <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />MOISTURE BARRIER SHALL BE <br />PROVIDED BETWEEN MASONRY <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 1/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />TRUSSES W/ 9" OR LESS OVERHANGS. <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). <br />5. DESIGNED PER BCSI-B3, 2007. <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />SCAB BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />'IF (2) BRACES ARE <br />REQUIRED, APPLY (1) BRACE <br />TO EACH FACE OF WEB. <br />TOP OF WALL <br />SEE <br />CONTINUOUS <br />LATERAL <br />RESTRAINT WEB <br />L- <br />BRACE SUBSTITUTE <br />_ <br />WEB ME BER <br />[ISPECIFIEDLR <br />BRACING <br />SIZ2x4 <br />T ORRNATE <br />AB <br />1 ROW <br />2x4 (1)2x4 <br />2x4 <br />2 ROWS <br />2x6 (2)2x4' <br />2x6 <br />1 ROW <br />2x4 <br />(1)2x6 <br />2x6 <br />2 ROWS <br />2x6 <br />(2)2x4' <br />2x8 <br />2x6 <br />(1)2x8 <br />1 ROW <br />2x8 <br />L 2 ROWS <br />2x6 <br />(2)2x6' <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />L� I — <br />I <br />i <br />I <br />I <br />I <br />I <br />—I--- ---------------- <br />II <br />I <br />I <br />I <br />PRECAST LINTEL SEE <br />- PLAN <br />I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />- SHOWN. <br />I <br />-.-- MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />i <br />NO.5 VERT. BAR IN FILLED <br />-- CELL AT EACH END OF PIER <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />CONCRETE <br />FOUNDATION WORK <br />PER PLAN <br />T <br />GARAGE SHEAR PIER <br />� <br />O <br />O ° <br />APEX0 <br />W U <br />W <br />z_ <br />m <br />W <br />W <br />W <br />_z <br />Z <br />W tds .6 <br />Q true design studios <br />0 <br />o <br />J 9000 REGENCY SQUARE BLVD. (D <br />W SUITE 100, JACKSONVILLE, FL 32211 C <br />z0 904.821.5200 p <br />0 CY <br />N C <br />0- 0)D#R*RQMNe <br />0 hffefoiw <br />0 <br />J <br />LL <br />Q � <br />U <br />z <br />0 <br />J <br />ZThis item has been electronically <br />= signed and sealed by Justin M Lanier, <br />U PE on the date and/or time stamp <br />shown using a digital signature. <br />W <br />W Printed copies of this document are <br />not considered signed and sealed <br />X nd the signature must be verified <br />W Wby <br />a 3rd Party Certificate Authority <br />Qn any electronic copy O U) <br />W <br />� m <br />m \ W � <br />z o W <br />W O U)j CC <br />O ~' G <br />W Q O <br />Q <br />Z W <br />a JW <br />M W W Q <br />U � w <br />LL <br />a �� <br />Q <br />X <br />} T- <br />0 <br />0 z <br />O <br />z W <br />= <br />U ~ <br />z <br />LU <br />Abbot Park <br />X n-• <br />LU LL <br />°- LOT 004-04-1 C W <br />Q -- -i <br />Q <br />U <br />U) <br />LU <br />PROJECT NO: I- <br />2021.014964 z <br />DRAWN: <br />MRB W <br />CHKD: <br />JAC p <br />0 <br />O <br />LO <br />``�/1111111111111 U) <br />W <br />J <br />* : A§96§ed tiy:*' <br />• `n <br />• H :xZ_ <br />• <br />• T94 71 DKCQ � �'3�... � <br />0RP���`�� aJ <br />11j111111110t% U) <br />12/29/2021 0 <br />z_ <br />REVISIONS: <br />No. Description Date <br />W <br />- W <br />-- -- W <br />Q <br />H <br />0 <br />ST=6 0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />