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�nssw����■i � a.�w���na�w <br />DocuSign Envelope ID: EC066725-7D29-4A3B-9C59-8F7C9564FC7B <br />(LOF OPENING <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; MOISTURE BARRIER <br />SHEET ST-1 (PORCH BY OTHERS <br />CEILING BOARD) <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 />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 (2t" ❑ 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 />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 />PLT HGT <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 />KW5 <br />D KNEEWALL OVER MASONRY <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 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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />/ 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 />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 />2x6x12 1 <br />CENTEI <br />48' DIA. ANCHOI <br />2x4 PT TOP <br />2x6 PT BUCK EACH SIDE OF OPENING <br />ABOVE <br />OIL <br />F.F.E. <br />F.F. <br />PROVIDE (5) �a' 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 �16" <br />0'-9" ABOVE19k <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 />F.F.E. <br />2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />GARAGE DOOR JAMB DETAIL <br />D1 SHED ROOF DETAIL <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 />TOP OF WALL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />.d <br />v <br />PRE -CAST LINTEL <br />PER PLAN <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 />i I i <br />I I I <br />I I I <br />I � I <br />I I I <br />I <br />I I I <br />I ; I <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALLAS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />` PRECAST LINTEL SEE <br />PLAN <br />SEE PLAN—\ T <br />I <br />I I <br />I I I <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />I I I <br />I I I MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />j VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />l i NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l I TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />l i l l PLACEMENT PLAN. MIN 6" BEND <br />I i AT BOTTOM. <br />II II I I <br />CONCRETE <br />II I II <br />FOUNDATION WORK <br />TOP OF FINISH I PER PLAN <br />FLOOR SLAB <br />I I I I <br />I I I <br />I I I <br />I I I <br />I I <br />/ I ` <br />/ ---------------------------- <br />\ I I I <br />\ \ \ <br />I I I \ <br />I I I <br />GARAGE SHEAR PIER <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > E <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT c:i O <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. N U <br />(CONTINUOUS LATERALRESTRAINTN p <br />(CLR). QUANTITY AND LOCATION APEX <br />DEFINED BY TRUSS SHOP DRAWING. � C <br />04 <br />00 t3 <br />a)O � <br />� CiS <br />APPLIED TO EITHER ---IF LATERAL RESTRAINT MUST BE N <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING C") a <br />BRACES LIKE THIS (TYP _J <br />EVER ERE) LL <br />W <br />J <br />J <br />true design studies a)> <br />z <br />TRUSSES NEEDING BRACING 0 <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />-7 <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />0 <br />�6 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />O <br />b. <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <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 />(AM► <br />8 <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />tU <br />_T6" MAX <br />6-MAX <br />=" MAX <br />6 MAX <br />T" MAX <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 />TO EACH FACE OF WEB. <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR <br />T OR L <br />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 />W <br />Q <br />a <br />U <br />U <br />Z <br />W <br />0 <br />W <br />This item has been electronically <br />d d I db J t <br />i <br />Z <br />7 <br />Uj <br />m <br />W <br />O <br />w <br />LU <br />W <br />w <br />Q <br />z <br />z <br />Q <br />W <br />W <br />Q <br />Q <br />0 <br />0 <br />Q <br />W <br />W <br />W <br />W <br />LLI <br />CC <br />O <br />qq* <br />W <br />X <br />LL <br />Z <br />U_ <br />r- <br />O <br />— <br />z <br />O <br />BOND BEAM BOND BEAM <br />REINFORCEMENT REINFORCEMENT < LU <br />w (SEE WALL SECTION) to (SEE WALL SECTION) <br />a Z_ <br />= FILL SOLID TO BOND BEAM = FILL SOLID TO BOND BEAM IY <br />O CL <br />W 01) U ILL <br />w w Q <br />LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O U <br />1 0 <br />8 F - #-f— DEPTH OF LINTEL 8 F -1 - #�—DEPTH OF LINTEL ASSEMBLY "d" Q LOT 006-04-1 C W <br />ASSEMBLY "d" _ F- <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND V Z <br />NO LESS THAN 1" BEYOND Z <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END <br />C7 � <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.014962 0 <br />ll_. <br />Z DRAWN: O <br />8F-# 8F1-# U ASH o <br />CHKD: <br />BOND BEAM W VA W <br />W <br />REINFORCEMENT <br />(SEE WALL SECTION) CL J <br />• Q U <br />X ►►►r►t��r���, cA <br />COURSING BELOW BOND m ��� \G•E Ns z <br />r '' <br />BEAM MAY BE FILLED OR •• �•••' • j <br />UNFILLED W NO 85166 <br />Z � DocuSigned b¢ Q <br />TAT E OF <br />i�,� �3F46718�C,p`... (9 <br />LINTEL MAY BE FILLED Q ��iSs, ' 0 R ` •'•���♦,�Z <br />OR UNFILLED z��i�,��NA„♦♦�♦ <br />8" PRECAST LINTEL. SEE PLAN. <br />O 12-29-2021 <br />$ U $ Ip <br />U) <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />U) <br />O H <br />O z <br />z <br />2 0 <br />U <br />W <br />I-- <br />X <br />W ST=6 <br />a_ <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />