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DocuSign Envelope ID: 7DEF34D5-18DC-4FAO-A20A-5D4BOCC5DB12 <br />A <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />EA <br />MOISTURE BARRIER 7, TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />TYPICAL PORCH SHEATHING DETAIL <br />" AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <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 />::� <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN <br />ROOF DECK <br />ROOFTRUSS <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 />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 />I <br />GABLE TRUSS <br />I <br />WALL SHEATHING PER PLAN <br />I <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <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 (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 />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 FINISH <br />8'-1 " ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />Y <br />6-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />2'-9" ABOVE <br />F.F.E. <br />ILOF OPENING <br />2x6x12 PT <br />CENTERS <br />48' DIA. ANCHOR — <br />2x4 PT TOP <br />BUCK <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 1/2"EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x �16" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB - <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />r. <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />Un <br />N <br />z <br />°-f-{ FILL BOTH LINTELS SOLID <br />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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />PRECAST LINTEL SEE <br />PLAN <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <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 />- - - - -- --_ <br />---------- <br />7 -- <br />-- <br />AX <br />GARAGE SHEAR PIER <br />�A <br />`O <br />t� <br />O <br />O '7 <br />N O <br />APEX <br />0 <br />4 '( <br />CD fl <br />(t3 <br />N <br />co zzz <br />LL � <br />W <br />J tds -6 <br />J N <br />::z true design studios <br />z <br />TRUSSES NEEDING BRACING _ O <br />T U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100,JACKSONVILLE,FL32211 1n <br />-� O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). p <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY41 <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. o 0 <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS W C_ <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. F4. ALL FASTENERS ARE.— <br />5. DESIGNED PER BCSII--B3NMOSTI31 CURRENTONG EDITION.) DISH0��NJA <br />N <br />o <br />J � � <br />m <br />_ w <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE Q <br />B ME BER SP CIFIED CLR T ALTERNATE BRACING AB <br />SIZ2x4 1 ROW 2x4 (1)2x4 <br />2x4 I2 ROWS 24 (2)2x4" U <br />T-BRACE FASTENED TO - -- z <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 w <br />2x6 2 ROWS 2x6 (2)2x4' (D <br />2x8 1 ROW 2x6 (1l2x8 W <br />2x8 2 ROWS 2x6 (2)2x6• Of <br />L-BRACE FASTENED TO O <br />WEB W/ 10d AT 6" O.C. C) <br />SINGLE TRUSS BRACING <br />IT <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ~ r ^ <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z <br />R (2) BRACES ARE WEB. BRACE W SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) w <br />TO EACH FACE OF W <br />REQUIRED, APPLY 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND U) <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U <br />Lu <br />cn <br />Lu <br />0 0 <br />8 F - #--w-- 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 />u 8U8 U <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />z J z w <br />m <br />Uj ow <br />Of <br />w Q <br />w Q z_ <br />0 > Q Q <br />W m w o <br />0 0 J w <br />cr_ w w <br />0 �■ <br />U_ U x <br />z QO z <br />BOND BEAM Q <br />REINFORCEMENT w <br />w (SEE WALL SECTION) <br />o d z <br />= FILL SOLID TO BOND BEAM O a <br />w U LL <br />" LINTEL REINFORCEMENT J <br />ABBOTT PARK Q <br />O U <br />o J <br />LL <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" < LOT 022-01 W <br />H <br />#5 BOTTOM BAR TO EXTEND z Z <br />NO LESS THAN V BEYOND _ z <br />BEARING AT EACH END }- <br />U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO. W <br />8" PRECAST LINTEL. SEE PLAN. 0 2021.006621 <br />LL <br />8F-1-# z DRAWN: _ O <br />U KME <br />0 <br />LU CHKD:. .. --- - -- Lf) <br />JMP co <br />CL J <br />Q U <br />JS' (IN LA/Vj, U) <br />i <br />U W No 85166 <br />[DO*Signed by: Q <br />W`4671DACDEF43�9! <br />AfE OFW iO• 441OR NO N z <br />-,/5 #O N M_ Q <br />O_ 05-17-2021 p <br />I— w <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date F- <br />-- <br />U Q <br />J <br />O - I--• <br />z <br />U <br />w v <br />LU ST=6 <br />CMU/METAL CONNECTOR ENGINEERING <br />