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Docuglom Lnuel0pe jD. Cggjf Io9-AQ13-4A4D-97AC-2A469E61 k3FUA - <br />Ii114 1 I IAI II III _ I <br />--- -- !-L __ 1 1 !II_ j <br />I L - <br />MOISTURE BARRIER <br />BY OTHERS <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />ROOFDECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />I <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; MOISTURE BARRIER <br />SHEET ST-1 CEILING BOARD) 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 />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.0 <br />11 <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 (2} " ❑ 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/ ti2" <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />s I <br />-�'E\_ <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <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 />PLT HGT <br />J v CRICKET BY BUILDER <br />PLT HGT <br />5)WOOD KNEEWALL OVER MASONRY <br />KW., r <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 />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />i <br />I <br />I � <br />8'-0" OR AS SHOWN ON PLAN <br />I <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 />GABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />2021 V1.0 <br />1) MAX. TRUSS SPACING = 24 O.C. <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 />RAFTER TO NAILER W/ <br />MIN (4) 8D COMMON <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />D1 SHED ROOF DETAIL <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5Tw/ (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 '/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y <br />6'-1" ABOVE <br />F.F. E. <br />4'-9" ABOVE <br />F.F.E. � <br />• <br />2'-9" ABOVE <br />F.F.E. <br />J <br />2x6x12 f T <br />CENTEI <br />48" DIA. ANCHOI <br />2x4 PT TOP <br />(LOF OPENING <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 ''/z" x 416" <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 />n <br />PRE -CAST LINTEL <br />PER PLAN <br />D- <br />Ln <br />N <br />z <br />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 />TOP OF WALL <br />I I <br />I � I <br />I � I <br />I i I <br />I I <br />it <br />I <br />it I <br />— --I— -------- — <br />--- ------------ <br />I <br />I I <br />I I I <br />I I I <br />I I <br />I I <br />I � I <br />I <br />PRECAST LINTEL SEE <br />I I I <br />SEE PLAN PLAN <br />I I <br />I <br />j EXTEND REINFORCING TO <br />} END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I <br />SHOWN. <br />I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />I � I <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I i I <br />I I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I 1 <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 />I AT BOTTOM. <br />I li <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />it it - - - - -------------� <br />/ -I- ------ ----------------- <br />------------- <br />GARAGE// �X7/ <br />SHEAR PIER <br />w <br />J <br />0 <br />w <br />U <br />U <br />w <br />w <br />U) <br />O <br />O <br />U") <br />1-: <br />Av <br />PEX <br />0 <br />0 <br />00 <br />a) <br />BE <br />:CE, N <br />M <br />J <br />LL <br />w <br />J <br />J <br />z <br />design studios <br />a)true <br />TRUSSES NEEDING BRACING <br />0 <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />p <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />�6 <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 />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />SHOWN4. ALL FASTENERS IO) <br />N <br />5. DES GNED PER BCSI-B3MOSTCURRENTEDITION. <br />_" 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 />_, MAX 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 TOR L SCAB <br />-- 1 <br />2x4 1 ROW 2x4 (1)2x4 <br />2x4 2 ROWS 2x6 (2)2x4* <br />2x6 <br />1 ROW <br />2x4 <br />(1)2x6 <br />i 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 />I 2x6 <br />(2)2x6* <br />i <br />w <br />w <br />Q <br />-` <br />C) <br />W <br />N <br />z <br />w <br />w <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />O <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />d>= <br />LO <br />~ <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />�/� <br />z <br />V J <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 />(A <br />U_ <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />W <br />^/ <br />z <br />z <br />-I <br />w <br />m <br />to <br />O <br />(n <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 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w Q <br />w <br />w Q <br />Z � O <br />w LLI 0 0 <br />Q J W w <br />w <br />LL LL <br />Z z <br />TBOND BEAM Q <br />REINFORCEMENT <br />J a (SEE WALL SECTION) w <br />.• • O^ L t t <br />Z <br />UJ fn <br />FILL SOLID TO BOND BEAM O _.. P„. LaL <br />w U LL <br />LINTEL REINFORCEMENT J <br />0� Abbott Park Q <br />o: O U <br />- — LL 0 <br />LOT 034-03 <br />8 F -1 - #+ DEPTH OF LINTEL ASSEMBLY "d" Q w <br />#5 BOTTOM BAR TO EXTEND U Q <br />NO LESS THAN 1" BEYOND Z Uz, <br />BEARING AT EACH END } <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: w <br />8" PRECAST LINTEL. SEE PLAN. O 2021.009228 0 <br />LL <br />DRAWN O <br />8F-1-# U JAR o <br />O <br />LIJ <br />CHKD: <br />MJP <br />x <br />Q <br />X <br />Q <br />,,�11{iitll/IIII, <br />(iN l qNz- �4�' <br />Q <br />(!J <br />% ,J5 <br />�•E 1V S ' • �'. <br />••�'\ F• <br />U).` <br />C� <br />m <br />p <br />% <br />No 85166 7. <br />z <br />w <br />Z <br />.. ; DocuSigned by: <br />-_ <br />O <br />�k" <br />�••• T4�itD�FEF43- <br />� <br />1 <br />1 <br />P •. ����` <br />��!�F • �� 0 <br />U) <br />z <br />R <br />��,'ss�oNALE�, <br />I!!l111110 <br />>z <br />> <br />O <br />07-28-2021 <br />p <br />w <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />w <br />Q <br />O E— <br />Z zz <br />= o <br />U � <br />w <br />H <br />X <br />w ST=6 <br />n <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />