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I I <br />DOCuSign Envelope ID. 725AB1 87-9418-4337-A635-79451 1AE33AD <br />'I 1 L I <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />\\ / e n <br />Y <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS _� CEILING BOARD PER J <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 COMM NS EACH END <br />FASTEN 2x6 N0.2 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 />I <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />64" OR AS SHOWN ON PLAN <br />it <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 BRACINGDETAIL <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 ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />.L . <br />--L. � a <br />/ HGAM 10) <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-'/V <br />2x4 II 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 />`r <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />�1 <br />- <br />F.F.E. <br />CIT <br />II OPENING <br />• 2x6x12 PT <br />CENTER BUCK <br />--------------- <br />q8" DIA. ANCHOR <br />4'-9" ABOVE 2x4 PT TOP BUCK <br />F.F.E. <br />2'4' ABOVE <br />F.F.E. <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) 48" 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 '/2" x " <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. t6 <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF Ilk <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 />0 <br />- <br />0 <br />IT=' <br />a <br />Q <br />in <br />N <br />z <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 />TOP OF WALL <br />SEE PLAN <br />`IERTICAL BARS TO EXTEND TO <br />DP OF WALL AS SHOWN. MIN <br />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 />j MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />i I <br />1 <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I <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 />1 1 I I I I <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH 1—_ PER PLAN <br />FLOOR SLAB — <br />I I I <br />I i I <br />L <br />----------------- <br />-� -II--- <br />X <br />- -- <br />Y <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />APEX <br />O <br />Cq <br />x__ <br />(D <br />It <br />O <br />Cn <br />'5<' <br />(D <br />1 <br />� <br />fE <br />3E, cVi c� <br />` <br />LL <br />LU <br />t S <br />J <br />true design studios <br />� <br />z <br />O <br />- . ---- U) <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211co <br />� p <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). OCR 73 <br />2, SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />� (n <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 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). U) <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. 011HOMON' Z) <br />-T6" MAX <br />T6" MAX <br />=6" MAX <br />I <br />i <br />MA <br />w <br />J <br />w <br />U <br />U) <br />w <br />w <br />• <br />0 '_ <br />-) <br />m <br />CONTINUOUS LATERAL RESTRAINT WEB <br />X BRACE SUBSTITUTE <br />L Q .� <br />-I <br />D <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T_OR L SCAB U <br />2x4 1 ROW _-2x4 I (1)2x4)2x4 <br />i (D2x4 2 ROWS 2x6 <br />(2)2x4" U <br />— T-BRACE FASTENED TO -- - - Z <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 LLI <br />2x6 2 ROWS 2x6 (2)2x4` U' <br />- — W <br />2x8 1 ROW 2x6 (1)2x8 <br />2x8 2 ROWS 2x6 (2)2x6" This item has been electronically <br />- - - signed and sealed by Justin M Lanier, <br />L-BRACE FASTENED TO O� PE on the date and/or time stamp <br />WEB W/ 10d AT 6" O.C. shown using a digital signature. <br />SINGLE TRUSS BRACING Printed copies of this document are <br />d, not considered signed and sealed <br />and the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL >11111110by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN on V any electronic copy � ) <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR W <br />IF (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) _ <br />REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />X TO EACH FACE OF WEB. <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />—1 a (SEE WALL SECTION) <br />COURSING BELOW BOND <br />— -- BEAM MAY BE FILLED OR <br />1 UNFILLED <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL, SEE PLAN. <br />8U8 <br />w <br />❑ <br />w <br />U <br />U) <br />w <br />w <br />rn <br />-J z W <br />m <br />Uj 0 U) <br />W <br />W QW <br />z <br />(D > Q Q <br />z W o <br />W <br />0 0 � w W <br />o W [LJ X <br />a z z <br />0 0 <br />BOND BEAM Q <br />REINFORCEMENT < <br />(SEE WALL SECTION) Lij <br />LL Z <br />�— FILL SOLID TO BOND BEAM <br />O W <br />U W <br />Q <br />LINTEL REINFORCEMENT J <br />Of Abbott Park Q <br />O U <br />J -- - _ - U) <br />Ll <br />8 <br />F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" <br />Q <br />LOT 019-03-1 B <br />W <br />U <br />F- <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />Z <br />Z <br />U) <br />BEARING AT EACH END <br />} <br />U)GROUT <br />FILLED LINTEL ASSEMBLY <br />C� <br />O <br />PROJECT NO: <br />W <br />8" PRECAST LINTEL. SEE PLAN. <br />O <br />2021.014961 <br />LL <br />8F-1-# <br />Z <br />U <br />DRAWN: <br />KME <br />O <br />o <br />H <br />CHKD: <br />LO <br />X <br />MJP <br />W <br />W <br />Q <br />U <br />X <br />Q <br />,``,��111111///��'' <br />J•' �'� <br />m <br />�`� �� C•E•N S �' <br />Z_ <br />0 <br />W <br />00 <br />&t%1ded fly' <br />Z•,* <br />•*� <br />O <br />-1.0 <br />p <br />,._N. <br />1 <br />"' <br />� <br />•.• .; STATE OF :•� <br />z <br />�F4671 S... <br />. F•'••. O R '�••' ��.` <br />�'-.sS�0NACr-- <br />o <br />Z <br />Q <br />p <br />12-29-2021 <br />p <br />I- <br />W <br />U_ <br />REVISIONS: <br />L.L <br />--- <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date W <br />-- W <br />U) <br />O <br />O <br />z -- Z <br />-- -- -- -- - - __- O <br />_ 0 <br />U <br />W <br />I— <br />X <br />W ST=6 <br />d <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />