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:)ocusign Envelope ID: 6709EDC1-6676-4AA5-B704-214BFECE650F <br />MOISTURE BARRIER <br />BY OTHERS <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />TYPICAL PORCH <br />,I. CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />~ ` SHEET ST-1 (PORCH <br />CEILING BOARD) <br />TYPICAL PORCH SHEATHING DETAIL <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 />8'-1" ABOVE OIL <br />F.F.E. <br />TOP OF <br />GARAGE DOOR Y \ <br />6'-1" ABOVE Ilk\ <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E <br />2'-9" ABOVE <br />F.F.E. <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED 0'-9" ABOVE <br />PORCHES UNLESS NOTED OTHERWISE) F.F.E. <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 BRAG <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 />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 />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 />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) H2.5Tw/ (10) 8d x 1-'h" <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-'Y2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />/ HGAM10) <br />2021 V1.0 <br />TOP OF WALL <br />J <br />2x6x12 PT - <br />CENTER BUCK <br />48" DIA. ANCHOR <br />2x4 PT TOP BUCK <br />OLOF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) qe" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" 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 />v <br />0 <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />Q <br />in <br />N <br />z <br />o-�— 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 />l l <br />� l <br />l <br />l I <br />l l i <br />l lI I <br />l l <br />lI I l <br />ll � <br />l I i <br />l l I <br />l <br />l I <br />l <br />l l <br />l � l <br />PRECAST LINTEL SEE <br />SEE PLAN <br />I I l <br />PLAN <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />l <br />r- <br />� <br />SHOWN. <br />l <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />- - <br />I <br />GARAGE DOOR OPENINGS. <br />I I <br />NO.5 VERT. BAR IN FILLED <br />l l <br />CELL AT EACH END OF PIER <br />j l <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />l <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />ll Il <br />AT BOTTOM. <br />1, <br />l � <br />l l i i t <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />l I I <br />-"7 <br />l I I <br />l I I <br />l I I <br />l I <br />l <br />GARAGE SHEAR PIER <br />E <br />Q <br />Aftl\ <br />U <br />O <br />O <br />CN <br />APEX <br />cy <br />0 <br />N <br />O <br />0 <br />N <br />cl <br />BE � <br />:CE, N <br />N <br />m <br />LJL <br />tds <br />J <br />true design studies <br />Q <br />Z <br />TRUSSES NEEDING BRACING <br />0 <br />Y <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />� <br />p <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO 3 SPF OR BETTER (UNO). <br />O <br />70 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />:3O <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 />W�o��u�� <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 />U),i <br />5. DESIGNED PER BCSI-B3 MOST CURRENT EDITION. <br />(D <br />J�� " �� :.�,e <br />�:..•..... a <br />- --- W <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE Q <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE _, - CLR T OR L SCAB�U) <br />2x4 1 ROW F 2x4 (1)2x4 i- <br />2x4 2 ROWS 2x6 (2)2x4' U <br />T-BRACE FASTENED TO — — Z <br />� <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W <br />2x6 2 ROWS 2x6 (2)2x4` 0 <br />2x8 1 ROW 2x6 (1)2x8 W <br />2x8 2 ROWS 2x6 (2)2x6' <br />O <br />L-BRACE FASTENED TO O <br />WEB W/ 10d AT 6" O.C. O <br />O <br />SINGLE TRUSS BRACING ti <br />V <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />r- >11111111 <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. 0 <br />WEB W/ 10d AT 6" O.C. WEB. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z 1 I 1 <br />TO EACH FACE OF W <br />R U I <br />(2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION (n <br />REQUIRED, APPLY BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. z <br />GoW O w <br />w QW <br />Z <br />0 > Q Q <br />w m w o <br />o � J LLJ w <br />cj� ti <br />OJ X <br />LLLL <br />Z `- <br />0 Z <br />0 BOND BEAM <br />REINFORCEMENT <br />Uj (SEE WALL SECTION) <br />T FILL SOLID TO BOND BEAM <br />U <br />w <br />w _ -- <br />8 F - # DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />i <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />�BEAM MAY BE FILLED OR <br />I UNFILLED <br />o �o <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />^/ BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) O <br />'_. Z <br />oFILL SOLID TO BOND BEAM O <br />� - _ U LL <br />LLJ <br />Li Q <br />�— LINTEL REINFORCEMENT J <br />Abbott Park Q <br />0 U <br />o � U) <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" Q LOT 011-01 0 <br />H <br />#5 BOTTOM BAR TO EXTEND Z Z <br />NO LESS THAN 1" BEYOND _ 0 <br />BEARING AT EACH END } <br />0 0 <br />GROUT FILLED LINTEL ASSEMBLY PROJECT NO W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.003456 <br />LL <br />DRAWN' - - 0 <br />8F-1-# U LDG o <br />w L0 <br />CHKD <br />MJP U) <br />Ow.. J <br />U <br />Q ,IIIIIIIII111j, U) <br />%N:% SI M LANU) <br />0� • �,\C SF'• Z <br />No 85166 Q <br />W <br />Z _ * DocuSignethbij: Cif <br />0 " * • c� <br />z • 3ca%74I,PbEF435. <br />U) IIII•I,Q <br />_O 03-19-2021 p <br />I— W <br />U REVISIONS: LU <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />W <br />L J <br />Q -- <br />0 --- <br />J <br />0 0 <br />= 0 <br />U <br />w <br />I— <br />X <br />w ST=6 <br />a_ <br />(:MIIIMPTAI (`(1MMprT(1R FMMKIPPRIM(; <br />