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)ocuSign Envelope ID. FC94054D-7E43-4269-B70C-400359B309DD <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS ~ ' CEILING BOARD PER <br />PLAN. SEE TABLE 2: <br />SHEET ST-1 (PORCH -- <br />f 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 />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ 3" O.C. <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) 10d TOENAILS EACH END & <br />MINIMUM (2h" n 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 <br />& WASHER @ 24" O.C. <br />SHEATHING TO PT PLATE <br />W/ 8d COMMON @ 3" O.C. <br />laMW <br />PPER PLT <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 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.0 <br />CRICKET BY BUILDER <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN () 10d x 1 <br />IN TRUSS <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL — <br />D KNEEWALL OVER MASONRY <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />I <br />I <br />8'-0" OR AS SHOWN ON PLAN <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR , <br />FROM DIAGONAL BRACE TO CMU ;tip <br />MOISTURE BARRIER BETWEEN MASONRY <br />t '17' <br />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />F.F.E. <br />.F.E. <br />F.F.. <br />4'-9" ABOVE <br />F.F.E. <br />J <br />2x6x12 PT <br />CENTERS <br />r <br />48' DIA. ANCHOR <br />2x4 PT TOP BL,-,, <br />4-OF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />ABOVE <br />F.F.E.F.F. <br />PROVIDE (5) 48' DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Yz' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 ''/:" x 416" <br />0'-9" ABOVE <br />THICK WASHER w/ EACH ANCHOR. <br />F.F.E. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />RAFTER TO NAILER W/ <br />TOP OF <br />MIN (4) 8D COMMON <br />CURB <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />F.F.E. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />GARAGE <br />DOOR JAMB DETAIL <br />D1 SHED ROOF DETAIL <br />2x4 OUTRIGGER @ 24" O.C. <br />CLIP GABLE TOP CHORD WITH <br />r_- (1)H2 Tw/(10)8dx1'/z" <br />\ 2x4 N .2 SYP BLOCKING BETWEEN <br />OUTL OKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />COMMON @ 3" O.C. <br />,--GABLE TRUSS <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 />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 />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />PRE -CAST LINTEL <br />PER PLAN <br />°-� I --- 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 />NN <br />GARAGE SHEAR PIER <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 />w <br />J <br />w <br />U <br />w <br />w <br />E <br />O <br />U <br />O <br />APES <br />O <br />O <br />N <br />tO� <br />0 <br />00 <br />1q: <br />O <br />O <br />N <br />O <br />i <br />BE `- <br />ECE, N <br />(7 <br />R3 <br />J <br />LO_ <br />w <br />tds <br />-J <br />J <br />Z <br />�i <br />N <br />true design studios <br />TRUSSES NEEDING BRACING <br />O <br />_ - <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />v) <br />O_ <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 />O <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 />LT <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS ARE" x 3"5. <br />® <br />04HOH0190N <br />Cb <br />DESIGNED PER BCSII--B3NMOSTI31CURRENTONG EDITION.) <br />T" 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 />6' <br />MAX TO EACH FACE OF WEB. <br />)ND BEAM <br />:INFORCEMENT <br />EE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />> A00mAwem;;O� <br />�I <br />E-66NTINUOUSLATERAL RESTRAINT WEB <br />— BRACE SUBSTITUTE —� <br />i <br />Q <br />WE6 IVIU BER SPECIFIED CLR T ALTERNATE BRACING AB <br />SIZE2x4 <br />0 <br />_ <br />- <br />1 ROW 2x4 (1)2x4 <br />2x4 2 ROWS 2x6 (2)2x4' <br />Z <br />2x6 1 ROW 2x4 (1)2x6 <br />w <br />2x6 2 ROWS 2x6 I (2)2x4' <br />0 <br />2x8 -�' 1 ROW j 2x6 (1)2x8 <br />W <br />2x8 2 ROWS j 2x6 (2)2x6" <br />- - - - -- - --_1 <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />O <br />>= <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />O <br />�^ <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />vJ <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Z <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />(n <br />L <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />to <br />GRADE AS WEB TO BE BRACED. <br />8 F - #_- DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8 F-# <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />j z <br />W <br />m <br />Uj O <br />� <br />w <br />w <br />w <br />Q <br />Q <br />Z <br />�O <br />Uj <br />0 <br />w <br />0 <br />LLJ <br />Q III <br />O <br />x <br />J <br />%� <br />e- <br />z <br />O <br />BOND BEAM <br />REINFORCEMENT <br />0 <br />W <br />J <br />j <br />(SEE WALL SECTION) <br />a <br />M <br />_ <br />FILL SOLID TO BOND BEAM <br />0 <br />cUn <br />W <br />�`� <br />�_.� <br />�� <br />U <br />Q <br />LL <br />. Y .. <br />LINTEL REINFORCEMENT <br />Of <br />Abbott Park <br />Q <br />O <br />U <br />" <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />— <br />LOT 004-03 <br />cn <br />w <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 />} <br />U) <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: <br />w <br />8" PRECAST LINTEL. SEE PLAN. <br />0 <br />2021.003498 <br />U- <br />8F-1 -# <br />f/ <br />= <br />- -- <br />DRAWN: <br />LDG <br />- <br />o <br />U <br />____ O <br />wCHKD: u7 <br />X MJP <br />Q Q <br />U <br />Q tttttt�� (n <br />co z <br />wC_I.f <br />Dwissigaedby 'S <br />Z ..0 <br />S�TATE OF.��/Q � D 435... Z <br />*1.01111 <br />_O 03-23-2021 p <br />F- w <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />-- - - w <br />_ Q <br />- - - U) <br />O I- <br />1 - O <br />Z <br />U - -- 0 <br />w <br />I— <br />X <br />w ST=6 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />