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)ocuSign Envelope ID: 1B419230-6309-4ABE-A8FF-317403918B4F <br />8'-1" ABOVE <br />Ilk <br />F.F.E. <br />ROOF DECK <br />ROOF TRUSS <br />TOP OF <br />OR RAFTER <br />GARAGE DOOR <br />6'-1" ABOVE <br />UPLIFT CONNECTION PER <br />F.F.E. <br />_ <br />TYPICAL WALL SECTION <br />SUB FASCIA <br />;'. <br />4'-9" ABOVE <br />F.F.E. <br />--� _ <br />MOISTURE BARRIER -_ TYPICAL PORCH <br />BY OTHERS ~ CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />MOISTURE BARRIER <br />SHEET ST-1 (PORCH <br />BY OTHERS <br />2'-9" ABOVE <br />-' CEILING BOARD) <br />MASONRY LINTEL <br />F.F.E. <br />-�- <br />PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />0'-9" ABOVE <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />F.F.E. <br />I <br />PORCHES UNLESS NOTED OTHERWISE) <br />TOP OF <br />CURB <br />F.F.E. <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 DECK <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />II <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 (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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1-'/z" <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-'/z" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF WALL <br />J <br />2xox12 f T <br />CENTEF <br />ctOF OPENING <br />I <br />48' DIA. ANCHOR <br />2x4 PT TOP BUCK _ / <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �," DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x),," <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />D <br />o_ <br />J <br />Cn <br />N <br />z <br />2 <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />it I <br />I I <br />I I <br />I II <br />I I <br />i I <br />II I <br />I I I <br />I I I <br />I I I <br />I I <br />I I <br />I I I <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN <br />I � I <br />I <br />EXTEND REINFORCING TO <br />717- <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />I I I <br />MIN (2) SOLID FILLED & <br />I <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I I I <br />I <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I fill <br />t <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 />I II <br />ji CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I i <br />I I i <br />I I i <br />I <br />I <br />/ I <br />---------------------------- <br />\\ I I <br />I <br />GARAGE SHEAR PIER <br />I <br />Q <br />U <br />O <br />0 a <br />APEX <br />04 � I <br />V �c <br />0 <br />, i>s <br />N <br />N <br />c7 <br />J <br />W <br />J td S 6 <br />J � <br />true design studios 7 <br />Z <br />TRUSSES NEEDING BRACING 0 <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 ch <br />p <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO 3 SPF OR BETTER (UNO). O "6 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY :3CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. LU <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS cy <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. ~ g •n <br />5. DESIGNED PER BCSI4, ALL FASTENERS SHI--63NMOSTI31CURRENTONG EDITION.) 1 , N <br />e �PJ A <br />m <br />CONTINUOUS LATERAL RESTRAINT WEB W <br />BRACE SUBSTITUTE Q <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR TOR L SCAB U) <br />2x4 1 ROW 2x4 (1)2x4 >_ a) <br />2x4 2 ROWS 2x6 (2)2x4* j C ) <br />T-BRACE FASTENED TO ---I Z <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W <br />2x6 2 ROWS 2x6 (2)2x4* (D <br />2x8 1 ROW 2x6 (1)2x8 W <br />2x8 ---I 2 ROWS 2x6 (2)2x6* <br />- - -- - - O <br />L-BRACE FASTENED TO 0 <br />WEB W/ 10d AT 6" O.C. <br />SINGLE TRUSS BRACING <br />I` <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />ti >= <br />SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ) / <br />WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O U) <br />*IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING. L-BRACING, OR Z w <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) <br />TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. <br />- BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />p <br />LU <br />= FILL SOLID TO BOND BEAM <br />cU) <br />LU - <br />7 <br />-A ° <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 />° 8U8 ° <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />F J z w <br />LLI O w <br />m <br />� Q <br />W <br />W <br />Z O <br />U' > Q Q <br />w m w o <br />w <br />w w <br />O �' X <br />z a LL� <br />Z `— <br />O Z <br />BOND BEAM Q 0 <br />° REINFORCEMENT <br />J — (SEE WALL SECTION) Of w <br />= W Z <br />=, - FILL SOLID TO BOND BEAM O d <br />U <br />U) - U LL <br />w Q <br />LLJ <br />U) <br />LINTEL REINFORCEMENT 0 Abbott Park J <br />0 U <br />- U) <br />Q LOT 009-03 0 <br />8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" <br />I— <br />#5 BOTTOM BAR TO EXTEND C) Z <br />NO LESS THAN 1" BEYOND Z U, <br />BEARING AT EACH END } <br />U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: w <br />8" PRECAST LINTEL. SEE PLAN. O 2021.003503 LL <br />= DRAWN: -- --- - O <br />8F-1-# v LDG o <br />w LO <br />CHKD: <br />MJP <br />x <br />Q Q <br />X CU <br />Q ����►t��i������ U) <br />G•E IV S ' 9 .� <br />W <br />No 85166 <br />Z : * ' DocuSigneq byc < <br />0 \ * • 0' <br />W o •�� <br />z ♦,� I`�dEF435... <br />cn 1,fr,NA <br />�ii���t���� Q <br />O 03-23-2021 0 <br />i= w <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date <br />w <br />� J <br />� Q <br />- -- ccnn <br />0 I- <br />-0 Z <br />0 <br />w <br />x <br />w ST=6 <br />a <br />rM111Mr. FTAI rONNFrTOP FNINFFRINr <br />