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rDocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-09lC2884D59C <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 />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 />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 ''Y2' <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <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 />TYPICAL ROOF <br />DECK SHEATHING <br />J-CHANNEL TO BE FLUSH <br />_ <br />WITH FASICA <br />2x BLOCK W/ (2) 0.131" x 3" END - <br />OR TOE -NAILS EACH END <br />- <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />_- — ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA <br />2x NAILER (IF REQ'D): <br />W/ 11 GA. x l' " LONG NAILS <br />• TO WOOD FRAME: (2) <br />(MIN8!SHANK) W/ e'❑ <br />0.131" x 3" NAILS @EACH <br />HEAD THRU J-CHANNEL <br />STUD MAX 24" O C <br />(SPACING @ 12" O.C. <br />• TO CMU w/ PT NAILER: MAX 12" SPAN <br />ROWS16" x 244" TAPCOI`0 <br />@ MAX 24" O.C. 1x2 SYP NAILING STRIPS TO BLOCK / <br />NAILER W/ 14' x 3" #14 WOOD SCREW <br />J-CHANNEL TO BE SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />FLUSH WITH SHEATHING SEE PRODUCT APPROVAL INSTALLATION <br />DRAWINGS FOR ALLOWABLE SOFFIT PRESSURE. <br />SOFFIT W/ MULTIPLE SPANS <br />TYPICAL ROOF <br />DECK SHEATHING <br />J-CHANNEL TO BE FLUSH <br />WITH FASICA <br />2x BLOCK W/ (2) 0.131" x 3" END- <br />- OR TOE -NAILS EACH END <br />-" - FASCIA AND DRIP EDGE PER ARCHITECT <br />2x NAILER (IF REQ'D): - — ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA W/ <br />• TO WOOD FRAME : (2) 0.131" x 3" 11 GA. x 1 �" LONG NAILS (MIN s"❑ SHANK) W/ 8'❑ HEAD <br />NAILS @ EACH STUD, MAX 24" O.C. THRU J-CHANNEL @ 12" O.C. <br />• TO CMU w/ PT NAILER: (2) ROWS 416" <br />Ag TAPCONS @ MAX 24" O.C. <br />J-CHANNEL TO BE MAX 16" SPAN <br />FLUSH WITH SHEATHING <br />SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />ALLOWABLE SOFFIT PRESSURE _ +/_ 75.6 psf. <br />SOFFIT W/ SINGLE SPAN <br />SF OFFIT DETAILS - FL #13139 <br />Soffit detail was created using approved product installation <br />drawings and is intended for ease of inspection. The manufacturer <br />and evaluating engineer retain responsibility for the product. This <br />detail is not applicable without active product approval. <br />MOISTURE BARRIER <br />BY OTHERS <br />I <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />A� <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 />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />v <br />PRE -CAST LINTEL PER PLAN <br />BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U) <br />LLI <br />Uj <br />V) <br />0 8 F - #r--- 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 />n. <br />J <br />to <br />N <br />z <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 />PRE -CAST LINTEL <br />PER PLAN <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <br />MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />LINTEL REINFORCING AT CORNER <br />BOND BEAM <br />REINFORCEMENT <br />W (SEE WALL SECTION) <br />Z) H ": r <br />w FILL SOLID TO BOND BEAM <br />x <br />U <br />U <br />W <br />w <br />LINTEL REINFORCEMENT <br />=o <br />8 F -1 - # -aDEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-1-# <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />o` <br />U <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO <br />> Op <br />O <br />OPPOSITE SIDE WEBS. DIAGONAL BRACE APPLIED AT <br />5' <br />APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES.PEX <br />N LO <br />0 <br />I I <br />(CONTINUOUS IRESTRAINT <br />LATERAL <br />00 <br />(CLR). QUANTITY AND LOCATION <br />DEFINED BY TRUSS SHOP DRAWING. <br />C) <br />4) <br />ro <br />N <br />M <br />_l <br />Q <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />LL <br />LU <br />tds <br />4- <br />DO SO WITH OVERLAPPING <br />BRACES LIKE THIS (TYP <br />J <br />6 <br />N <br />EVER ERE) <br />true design studios <br />Z <br />O <br />(n <br />.� <br />0 <br />9000 REGENCY SQUARE BLVD. <br />4-1 <br />N <br />Q <br />SUITE 100 JACKSONVILLE FL 32211 <br />TRUSSES NEEDING BRACINGCn <br />-- <br />o <br />O <br />LATERAL BRACING - MULTIPLE TRUSSES <br />LU <br />~ <br />=� <br />r3 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />u� <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />041HOMN' <br />(D <br />70 <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />co <br />a)) <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 />p <br />t <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. <br />m 00 <br />IVWKO� <br />_" MAX <br />�T6'MAXjJ6" <br />=" MAX <br />MAX <br />=" MAX <br />�6" MAX <br />8'-1 " ABOVE .4 <br />F.F.E. 2x6xl2 PT <br />CENTER BUCK <br />TOP OF <br />GARAGE DOOR Y <br />6-1" ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E <br />2'-9" ABOVE <br />F.F.E. <br />DIA. ANCHOR ---' <br />2x4 PT TOP BUCK- --- <br />rLOF OPENING <br />- 2x6 PT BUCK EACH SIDE OF OPENING <br />T-BRACE FASTENED TO <br />WEB W/ 1 Od AT 6" O.C. <br />W <br />Q <br />Z) <br />0 <br />U <br />W <br />W <br />0� <br />O <br />O <br />O <br />O <br />L-BRACE FASTENED TO � z <br />WEB W/ 1 Od AT 6" O.C. <br />SINGLE TRUSS BRACING Z 0 <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL IIIIIIIIIIM <br />W <br />SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ((n <br />WEB W/ 1Od AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z <br />'IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR _ <br />REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) O W <br />TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />W G <br />LU <br />W <br />VERTICAL BARS TO EXTEND TO Z <br />TOP OF WALL AS SHOWN. MIN (j > Q Q <br />6" BEND INTO BOND BEAM z_ <br />TOP OF WALL W Uj <br />Q JUj Lij <br />PROVIDE (5) ;6" 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 ''Y2' x 318" <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 />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED I ALTERNATE BRACING <br />SIZE CLR ITORL SCAB <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4" <br />(1)2x6 <br />2x6 <br />1 ROW <br />2x4 <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 />— O X <br />LL U_ <br />Z <br />.I -- — -- - OFs .)!,'r t) E:!<.?CfF'O:)lC�tl;.� Z <br />I I Q PL r)rl file date and/or tirr 3n'p <br />shown Lisi-N, t rj [ � fur i� R . 0 <br />--- r'� inU.:d c: ); s of this e,E) .. ent ar:' W <br />O^ not. ccn,,; idered' $,4,,. e(, an' Sit(iiii°t. F— <br />ny a. 3rd Party r � rrfica{c Aut..,r.,tr <br />— --I— -------- <br />------ <br />----------- <br />ar:ys>iaC(rr?nii:r:tl <br />O <br />I a <br />U LI- <br />I I I — <br />I <br />Abbott Park Q <br />j PRECAST LINTEL SEE O 07 <br />PLAN u- LOT 030-03 0 <br />SEE PLAN <br />EXTEND REINFORCING TO Z Z <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. O PROJECT NO: W <br />MIN (2) SOLID FILLED & J 2021.009226 0 <br />REINFORCED CELLS W/ NO.5 0 LL <br />VERT. BAR ADJACENT TO Z DRAWN: <br />GARAGE DOOR OPENINGS. <br />V CD o <br />-- O <br />LID <br />NO.5 VERT. BAR IN FILLED CHKD: <br />CELL AT EACH END OF PIER X MJP <br />CL .W_I <br />I j l NO. 5 DOWEL TO MATCH EACH Q Q <br />I I SOLID FILLED & REINFORCED X ,`������� U <br />CELL EXTENDING FROM FOOTING Q <br />j TO LAP WALL REINFORCING ,�►� ,J5• G N • 9 ��j U) <br />W/ MIN 25" LAP UNLESS NOTED <br />� `SF•••. ,�,, Z <br />OTHERWISE ON DOWEL & LINTEL „ NO 85166 <br />PLACEMENT PLAN. MIN 6" BEND 0 <br />AT BOTTOM. W •. * ; DoouSlgned by: * r Q <br />I I I I I I Z <br />1 CONCRETE O : •• LlfL8710gQEF437_ Jj <br />FOUNDATION WORK W ���,n�,X`� O R , O Q. •�\e1�� � <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB Q ,�; 9/Q(�AL�G?�%�` Z <br />Z il111111111% 'S <br />U) < <br />77, <br />O 07-29-2021 0 <br />-----------------------_ _ — — <br />\ W <br />v REVISIONS: w <br />\ \ \ LL -- <br />�\ - \ \ Q No. Description Date <br />------------- / / / LU <br />0 <br />GARAGE SHEAR PIER Z _ Z <br />= 0 <br />U � <br />W <br />H <br />X <br />W ST=6 <br />0- <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />