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' DocuSign Envelope ID 73183216-6612-4252-8453-A9FCCD7D2984 <br />I� <br />MOISTURE BARRIER <br />BY OTHERS <br />TOE -NAIL MIN <br />BETWEEN' <br />(3) 10 <br />FASTEN 2x6 NO.: <br />DIAGONAL BRAC <br />BLOCKING <br />10d COMA <br />2x6 NO.2 SYP DIAGONAL <br />Sf <br />• UP TO 8FT SINGLE 2 <br />• UP TO 20 FT, 2x6 W/ 2x6 T <br />FASTEN 2x6 NO.: <br />"T-BRACE" TO DIAGONAL BI <br />W/ 10d COMMONS @ 3 <br />ROOFDECK <br />ROOFTRUSS <br />OR RAFTER <br />PER <br />)N <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <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 />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-%" <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 />cD J <br />8'-1" ABOVE ~ <br />F.F.E. 2x6x12 PT - <br />CENTER E <br />TOP OF <br />GARAGE DOOR <br />6-1 ABOVE <br />F. F, <br />F.F.E. <br />. <br />4'-9" ABOVE <br />J-\ <br />F.F.E. <br />CIS <br />2'-9" ABOVE <br />F.F. E. <br />1 r <br />J <br />4," DIA. ANCHOR <br />2x4 PT TOP BL,-,, <br />(LOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48" 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 Y2" x � " <br />0' 9" ABOVE THICK WASHER w/ EACH ANCHOR. e <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 />o <br />g <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />Ln <br />N <br />Z <br />#5 CONT. <br />0 <br />EI I7- <br />- <br />I <br />PRE CAST LINTEL PER PLAN <br />PRE -CAST LINTEL <br />PER PLAN <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />- 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 />Ji <br />I i i <br />-------- <br />I <br />I I <br />GARAGE SHEAR PIER <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 />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />U <br />O <br />O 0 <br />N � <br />APEX <br />N �} <br />00 a) <br />O <br />O Q <br />� C[S <br />N <br />N <br />cM <br />J Q <br />LL <br />W <br />t ds 6 <br />J � <br />true design studios 3 <br />Z <br />O <br />— -I Cn - <br />Y 9000 REGENCY SQUARE BLVD. N <br />Q C. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <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 />C:) <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 />LLj <br />_ <br />INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER <br />NEEDING BRACING ON THARE <br />Cl)5. <br />,E <br />041HOMON" <br />DESIGNED PER BCSII--B3NMOSTICURRENTOEDITION.) <br />N <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 />BOND BEAM <br />REINFORCEMENT <br />J j (SEE WALL SECTION) <br />w FILL SOLID TO BOND BEAM <br />U <br />w <br />LU <br />8 F - #= DEPTH OF LINTEL <br />i <br />J $ 1� <br />C0 <br />-- - -- <br />CONTINUOUS LATERAL RESTRAINT WEB\ <br />M <br />r <br />a <br />BRACE SUBSTITUTE <br />Q <br />� <br />- <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L SCAB <br />W <br />2x4 1 ROW 2x4 (1)2x4 <br />) <br />2x4 2 ROWS 2x6 (2)2x4' <br />_ <br />Z <br />2x6 1 ROW 2x4 (1)2x6 <br />W <br />2x6 2 ROWS 2x6 (2)2x4' <br />(►� <br />2x8 1 ROW 2x6 (1)2x8 <br />W <br />2x8 2 ROWS 2x6 _ (2)2x6' <br />_ <br />I O <br />This item has been electronically <br />d d I db <br />O <br />signe an sea e y Justin Lanier, <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />SINGLE TRUSS BRACING <br />Printed of <br />d <br />consideres <br />not considered signed and sealed <br />d dandy aged <br />nd the signature must be verified <br />>00-by <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />Qon any electronic copy ' A <br />V, <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />w <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />U) <br />_ <br />w <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />W <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 />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />Z) <br />0 <br />w <br />U <br />to <br />w <br />w <br />z -� z w <br />m <br />Uj O <br />W <br />W <br />W <br />Z <br />0 > Q Q <br />w m w o <br />o ww ti <br />O <br />J x <br />LL <br />Z `- <br />O z <br />i BOND BEAM F- 0 <br />REINFORCEMENT < W <br />(SEE WALL SECTION) <br />a Z <br />�— FILL SOLID TO BOND BEAM O a <br />U LL <br />Q <br />LINTEL REINFORCEMENT W <br />Abbott Park Q <br />O U <br />° <br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" <br />LL <br />< <br />LOT 003-04-1 C <br />o <br />W <br />U <br />- <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />_ <br />Z <br />U, <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />PROJECT NO <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />2021.014965 <br />� <br />ILL. <br />L <br />8F-1-# <br />= <br />DRAWN -- <br />ASH <br />O <br />o <br />U <br />CHKD <br />u7 <br />x <br />VA <br />a. <br />Q <br />J <br />Q <br />+++++��irrrrrrr� <br />LA/Vj, ,fe <br />U <br />0 <br />to <br />m <br />���•`vs�1N <br />i <br />`.` �•. �� G E N SF..9 '*. <br />Z <br />Z+ <br />r <br />•�•: <br />1 <br />w <br />STATE OF <br />f.U4 5... <br />,. �3FO46R71 <br />Z <br />Qi <br />� <br />is •••......• <br />O <br />12-29-2021 <br />1- <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description date <br />T­­ W <br />UQ <br />- -- V) <br />O <br />-j - -- O <br />Z --- Z <br />2 0 <br />U <br />W <br />x <br />w ST=6 <br />a- <br />CMUIMETAL CONNECTOR ENGINEERING <br />