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DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />A <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />TYPICAL PORCH SHEATHING <br />DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <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 BRACT <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 />MOISTURE BARRIER BETWEEN MASONRY <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />/ HGAM 10) <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 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 '/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HGAM10) <br />TOP OF WALL <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />F.F.E. Y <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />0'-9" ABOVE <br />Ilk <br />F.F.E. <br />TOP OFIlk <br />CURB <br />F.F.E. <br />q_OF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />" DIA. ANCHOR <br />2x4 PT TOP BUCK <br />— 2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5)" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 4,s' <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />PRE -CAST LINTEL <br />PER PLAN <br />g <br />in <br />N <br />z <br />2 <br />�{— FILL BOTH LINTELS SOLID <br />j� W/ CONTINUOUS POUR <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 />II I I <br />I <br />I I I <br />I I I <br />I I <br />I <br />I I I <br />I <br />PRECAST LINTEL SEE <br />- I PLAN <br />SEE PLAN—\ <br />I <br />I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />I I I LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />I I <br />LIill <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />L VERT. BAR ADJACENT TO <br />_ I GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT. BAR IN FILLED <br />_—- CELL AT EACH END OF PIER <br />--I--- I <br />l j i I NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />I CELL EXTENDING FROM FOOTING <br />l i i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />j i PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />II II II <br />I iI CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH I I I PER PLAN <br />FLOOR SLAB <br />I I I <br />rI\xl>l <br />I I I <br />I I I <br />I I I <br />I I <br />\ I I I <br />I I I <br />\ \ I I I <br />I I I <br />---- --� <br />GARAGE SHEAR PIER <br />\/CDTI/`AI BARS TO EXTEND TO <br />/ALL AS SHOWN. MIN <br />VTO BOND BEAM <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT <br />APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. <br />- (CONTINUOUS LATERALRESTRAINT <br />(CLR). QUANTITY AND LOCATION <br />DEFINED BY TRUSS SHOP DRAWING. <br />r—L I I I I _L <br />IT- <br />0 <br />> E <br />o O <br />N O <br />N O <br />APEX <br />N U <br />F� 00 N <br />00 N <br />O <br />N <br />--APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />MADE OF MORE THAN ONE PIECE, <br />N <br />SIDE OF WEBS <br />DO SO WITH OVERLAPPING <br />THIS <br />fV <br />M <br />J <br />BRACES LIKE (TYP <br />\ EVER) HERE) <br />IL <br />tds <br />v <br />W <br />J <br />J <br />-6 <br />N <br />true design studios <br />> <br />z <br />TRUSSES NEEDING BRACING _ <br />0 <br />V <br />9000 REGENCY SQUARE BLVD. <br />� <br />LE FL 32211 <br />CD <br />LATERAL BRACING - MULTIPLE TRUSSES Q 0 <br />SUITE 100, JACKSONVIL , <br />p <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <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 />W <br />C <br />lu <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 />U) <br />11HRON' <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />N <br />=3 <br />_" MAX T6" MAX �_" MAX <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 />T" MAX _" MAX _" MAX TO EACH FACE OF WEB. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED I ALTERNATE BRACING <br />SIZE CLR T OR L 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 />Q <br />U) <br />z <br />LU <br />O <br />O <br />O <br />SINGLE TRUSS BRACINGIt <br />O <br />►� <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />U) <br />~ <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />rn <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />Z <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />w <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />U <br />Uj <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W9 <br />GRADE AS WEB TO BE BRACED. <br />Z <br />�y <br />W _ Z <br />D O W <br />m <br />W U) <br />W QW <br />zQ O_ <br />0 > C) a <br />z m W o <br />W <br />0 LLj 0 � LU <br />O <br />LJL 1 i X <br />z Li. z <br />0 This item has been electronically <br />BOND BEAM BOND BEAM signed and sealed / Justin st Lanier, <br />REINFORCEMENT REINFORCEMENT shown <br />on the date and/or time stamp W <br />w (SEE WALL SECTION w (SEE WALL SECTION shown using a digital signature. LLI <br />O Printed copies of this document are �— <br />? ; ' ? a not considered signed and sealed Z <br />p and the signature must be verified <br />= FILL SOLID TO BOND BEAM LLJ= FILL SOLID TO BOND BEAM 0 by a Party Certificate Authority <br />U on anyy electronic copy a <br />LL <br />LU Li <br />LINTEL REINFORCEMENT —t <br />IX Abbott Park Q <br />" O U <br />0 0 0 0 <br />LL LOT 052-03-1 A w <br />8 F - # r DEPTH OF LINTEL 8 F -1 -1f~�—DEPTH OF LINTEL ASSEMBLY "d" <br />ASSEMBLY d - - <br />Q <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND U z <br />NO LESS THAN 1" BEYOND Z Ur <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END <br />U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2022.009270 I.L. <br />8F-# 8F-1-# U DRAWN: w o <br />F CHKD: 1 <br />BOND BEAM CD <br />REINFORCEMENT a J <br />(SEE WALL SECTION) <br />U <br />U)(IN LAN <br />i <br />,• ' COURSING BELOW BOND <br />Z m ••• *,•• '� <br />BEAM MAY BE FILLED OR NO 85166 <br />0 <br />UNFILLED W * :•• <br />z = * = <br />- 0 o -0 r . <br />8L18 Q '33 : STATE OF :�­/` , <br />T1 CO <br />g ��F A.� O R P' �N��C7 <br />L� LINTEL MAY BE FILLED Q iis'9/0 N Ml i:�1o%� Z <br />OR UNFILLED Z <br />8" PRECAST LINTEL. SEE PLAN. Z) <br />O 09-22-2022 0 <br />8U8 F= W <br />U REVISIONS: LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />U)— a <br />-- — _ __ (n <br />0 <br />Z - Z <br />= 0 <br />U 0 <br />W <br />I— <br />X <br />W ST=6 <br />a <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />