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DocuSign Envelope ID: 2E7133F2-A25D-40FE-83BD-6AF09DOOF33B <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />;a <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; VMOISTURE BARRIER <br />SHEET ST-1 (PORCH BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />I <br />UPPER PLT HGT <br />TRUSS TO TOP PLY W/ H2.5T OR RT7AT <br />SHEATHING TO TOP PLATE <br />W/ 8d COMMON @ 3" O.C. <br />CRICKET BY BUILDER <br />FULLY SHEATH KNEEWALL PER TABLE 2: <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 1 Od TOENAILS EACH END & <br />MINIMUM (2} " G x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />• 2x4 No.2 SYP PT PLATE CONTINUOUS W/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT P \� LOWER PLT HGT <br />& WASHER @ 24" O.C. <br />�.4 � TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Y2" <br />SHEATHING TO PT PLATE IN TRUSS <br />W/ 8d COMMON @ 3" O.C. ° <br />i <br />I <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />KW J WOOD KNEEWALL <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS EACH END <br />FASTEN 2x6 NO.2 SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRAC1= <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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF DECK <br />VER MASONRY <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />FROM DIAGONAL BRACE TO CMU <br />MOISTURE BARRIER BETWEEN MASONRY - <br />AND NON -PT LUMBER BY OTHERS <br />B3 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 />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 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 />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-%" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF WALL <br />8'-1" ABOVE <br />F.F.E. OIL <br />TOP OF <br />6-1" ABOVE <br />F. F. E. <br />4'-9" ABOVE _ <br />F. F. E. <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />F. F. E. Ilk <br />TOP OF <br />CURB <br />F. F. E. <br />rLOF OPENING <br />2x6x12 I <br />CENTEF <br />48" DIA. ANCHOI <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/z" x 416" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />PRE -CAST LINTEL <br />#5 CONT. <br />PER PLAN <br />v - <br />0- <br />g <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />N <br />Z <br />#5 CONT. —� <br />0 <br />FILL BOTH LINTELS SOLID <br />o W/ CONTINUOUS POUR <br />V v <br />PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />LINTEL REINFORCING AT CORNER <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />i I i <br />I I I <br />I I I <br />I � I <br />I , I <br />I <br />I I <br />I � I <br />I <br />II I I <br />— --II—--------Ilk <br />-- --- <br />I I <br />I I <br />I <br />I I <br />I <br />I I I <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN <br />I � I <br />I I <br />I I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />I I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />j VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I 1 I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />I ji I <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />II II I I <br />l 1 CONCRETE <br />III FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I I <br />--------------------------- <br />I I I <br />I I I <br />I I I <br />I I <br />II I I <br />/\ ------�---- /\ <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />0 <br />> <br />N <br />0 <br />N <br />r.� <br />o <br />O <br />N <br />r, <br />/ <br />APEX <br />- <br />Q <br />N <br />O <br />0 <br />O <br />O� <br />ii) <br />M <br />3E <br />CE, N <br />M <br />LL <br />W <br />J <br />J <br />raze design studios <br />Q <br />� <br />Z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />C <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />CD <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />WCn <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 />0 <br />01HOMN + <br />a <br />5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. <br />:3 <br />" MAX <br />_T6' MAX <br />=' MAX <br />_16" MAX <br />=' MAX <br />T" MAX <br />w <br />J <br />0 <br />w <br />U <br />rn <br />w <br />w <br />co <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/ 1 Od AT 6" O.C. <br />*IF (2) BRACES ARE <br />REQUIRED, APPLY (1) BRACE <br />TO EACH FACE OF WEB. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR <br />T OR L <br />SCAB <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(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 />1 ROW <br />2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6* <br />o I <br />m �o���p ��` a o 0 � <br />o 116 <br />Ilan <br />W <br />a <br />4- <br />0 <br />U <br />Q <br />Z <br />W <br />W <br />This item has been electronically <br />signed and sealed by Justin M Lanier <br />O PE on the date and/or time stamp <br />O <br />M shown using a digital signature. <br />nt are <br />SINGLE TRUSS BRACING Printed consideres of d <br />dandy aged <br />� not considered signed and sealed <br />and the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN on any electronic copy �n <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O v, <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. 0 M <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W LJJ <br />GRADE AS WEB TO BE BRACED. z � z W <br />Uj O c� <br />m <br />W <br />W Q <br />z O <br />cD > 0 Q <br />z W o <br />w W <br />W <br />o J � <br />C W W <br />O X <br />z - <br />O ZO <br />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 />0 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />� <br />LLI <br />J <br />(SEE WALL SECTION) <br />O <br />d <br />Z <br />0 <br />= <br />FILL SOLID TO BOND BEAM <br />n/ <br />� <br />U <br />ILL. <br />LU <br />U) <br />LINTEL REINFORCEMENT <br />Abbott Park <br />W <br />Q <br />a <br />O <br />U <br />07 <br />" o <br />LOT 018-03-1 C <br />LU <br />8 F -1 - # DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />LU <br />U <br />F- <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />BEARING AT EACH END <br />} <br />U) <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />W <br />� <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.014966 <br />ILL <br />Z <br />O <br />8F-1-# <br />U <br />DRAWN: <br />KME <br />o <br />F_ <br />CHKD: <br />MJP <br />U) <br />X <br />W <br />W <br />Q <br />%IM111111111j, <br />U <br />(n <br />�`�•w5j \N LqN�� �,� <br />if <br />s <br />No 85166 •.•'• <br />DocuSigned bra: <br />>Z <br />0 <br />:'13 STATE OF :•�� <br />3F46718. - `i... <br />2 <br />Q <br />z <br />`; <br />ORt, �s •'' �• • �`** <br />` <br />(D <br />Z <br />A' <br />O <br />12-27-2021 <br />p <br />H <br />W <br />U <br />REVISIONS: <br />LL <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />U) J <br />Q <br />0 CA <br />1 O <br />OZ Z <br />= O <br />U � <br />W <br />I— <br />X <br />w ST=6 <br />n <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />