Laserfiche WebLink
-1- <br />DocuSign Envelope ID: 5C3C5BA8-13-50-4D38-82F9-A78DD9D6816A <br />L i I ink - -- -- - -1—L - J - <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE FASTEN ROOF DECK TO <br />OR FLATWISE) FRAMING @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING EDGE, 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ WITH RSRS-01 <br />(3) 10d COMMONS EACH END ROOF DECK <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />7 (1) H2.5T w/ (10) 8d x 1 '/z" <br />2x4 N0.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE <br />COMMON 3" O.C. <br />FASTEN 2x6 NO.2 SYP @ <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) GABLE TRUSS <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRAC <br />SEE PLAN WALL SHEATHING PER PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACELj y L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />r <br />TRUSS ENGINEERING <br />I � <br />FASTEN 2x6 NO.2 SYP ! . <br />I� <br />"T-BRACE" TO DIAGONAL BRACE <br />w/ 10d COMMONS @ Y O.C. <br />MOISTURE BARRIER SHALL BE <br />AV)" r)P 4C cP0%A1N (IN PI AN / <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 />TYPICAL ROOF <br />DECK SHEATHING <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 />Z7 - - 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 />— ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA <br />2x NAILER (IF REQ'D): - - W/ 11 GA. x 11 " LONG NAILS <br />(MIN'a"� SHANK) W/ 8'u <br />• TO WOOD FRAME : (2) HEAD THRU J-CHANNEL <br />1 <br />x 3" NAILS EACH STUD (SPACING @ 12" O.C. <br />STUD, MAX 24" O.C. _ i <br />• TO CMU w/ PT NAILER: MAX 12" SPAN <br />ROW81 fi' x 244" TAPCON$) <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 DUCT APPROVAL INSTALLATION <br />I DRAWINGSOFOR ALLOWABLE SOFFIT PRESSURE .'i <br />SOFFIT W/ MULTIPLE SPANS <br />TYPICAL ROOF <br />DECK SHEATHING <br />LJ _ <br />2x NAILER (IF REQ'D): ---- - <br />• TO WOOD FRAME: O 2 0.131" x 3" <br />NAILS @ EACH STUD, MAX 24" O.C. <br />• TO CMU w/ PT NAILER: (2) ROWS 416" <br />A,Z TAPCONS @ MAX 24" O.C. <br />16" SPAN <br />J-CHANNEL TO BE MAX <br />FLUSH WITH 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 />- ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA W/ <br />11 GA. x 1 z" LONG NAILS (MIN- SHANK) W/ e HEAD <br />THRU J-CHANNEL @ 12" O.C. <br />SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />ALLOWABLE SOFFIT PRESSURE _ +/ 75.6 psf. <br />SOFFIT W/ SINGLE SPAN <br />SF SOFFIT 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 />O <br />o > <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > OCT <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT O(V O <br />\� APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. N U7 �PEX <br />O <br />ROOF DECK 11 11 11 (� �I <br />ROOF TRUSS ( �— CONTINUOUS LATERAL RESTRAINT oo ay <br />(CLR). QUANTITY AND LOCATION <br />OR RAFTER j DEFINED BY TRUSS SHOP DRAWING. O a} <br />O Ci <br />TYPICAL WALL SECTION r <br />UPLIFT CONNECTION PER <br />SUB FASCIA N <br />APPLIED TO EITHER - - IF LATERAL RESTRAINT MUST BE LLB <br />�/ " SIDE OF WEBS MADE OF MORE THAN ONE PIECE, L <br />-_ DO SO WITH OVERLAPPING J <br />MOISTURE BARRIER ^j + TYPICAL PORCH 1' \ BRACES LIKE THIS (TYP _I tds 0 <br />BY OTHERS P ' CEILING BOARD PER EVER HERE) true design studios <br />PLAN. SEE TABLE 2; > <br />SHEET ST-1 (PORCH BYOTHERS <br />BARRIER ! <br />Z <br />CEILING BOARD) U _ <br />MASONRY LINTEL Y 9000 REGENCY SQUARE BLVD. <br />PER PLAN 0 �i <br />Q SUITE 100, JACKSONVILLE, FL 32211 cri! <br />TRUSSES NEEDING BRACING -� O! <br />TYPICAL PORCH SHEATHING DETAIL o <br />BOND BEAM <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />LATERAL BRACING - MULTIPLE TRUSSES <br />O <br />w <br />.�- <br />C! <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />I_ <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />Z) <br />RRHOMON' <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />0 <br />N <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 />t <br />=5 <br />'' <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />m <br />A <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />I CONTINUOUS LATERAL RESTRAINT WEB U) <br />PRE -CAST LINTEL <br />�" " " <br />#5 CONT. % PER PLAN 6MAX �6MAX �6MAX BRACE SUBSTITUTE <br />- >- a) <br />1 WEB MEMBER SPECIFIED ALTERNATE BRACING V <br />(1) #5 BAR AT CORNER - ! Z <br />� SIZE CLR W <br />W/ MIN. 25" LAP N -__ T OR L SCAB <br />z_ 2x4 1 ROW 2x4 (1)2x4 W <br />#5 CONT. - 2x4- 2 ROWS 2x6 (2)2x4- <br />�\ T-BRACE FASTENED TO <br />!; WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 O <br />i 2x6 2 ROWS 2x6 (2)2x4' O <br />! 2x8 \ 1 ROW 2x6 (1)2x8 d? <br />D - FILL BOTH LINTELS SOLID ! I i' 2x8 2 ROWS 2x6 \\ W/ CONTINUOUS POUR (2)2x6- <br />v / - L-BRACE FASTENED TO L <br />WEB W/ 10d AT 6" O.C. ti <br />SINGLE TRUSS BRACING 0 0 U) <br />\ ' Z <br />PRE -CAST LINTEL PER PLAN \ 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL W <br />MITER -CUT LINTELS AT CORNER. <br />CORNER TO BE TEMPORARILY ! ! ! SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN (q <br />F= <br />SHORED FOR MIN (7) DAYS ALTERNATIVE WEB BRACING METHOD IS DESIRED. W <br />WEB W/ 10d AT 6" O.C. <br />III `IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z_ <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />LINTEL REINFORCING AT CORNER REQUIRED, APPLY (1) BRACE Wto <br />r REINFORCEMENT <br />Lu - (SEE WALL SECTION) <br />o <br />w FILL SOLID TO BOND BEAM <br />U <br />U <br />w <br />w <br />U) <br />° <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 />r REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />-=r BEAM MAY BE FILLED OR <br />IUNFILLED <br />\ ! <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) <br />0 - <br />w a / FILL SOLID TO BOND BEAM <br />U <br />w <br />w <br />LINTEL REINFORCEMENT <br />a Ji <br />8 F -1 - # ► DEPTH OF LINTEL ASSEMBLY <br />45 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 />lI i6" MAX �6" MAX ! %" MAX TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND � O i1 <br />GRADE AS WEB TO BE BRACED. m V <br />D' <br />W <br />W <br />VERTICAL BARS TO EXTEND TO Z O <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM z Q Q <br />TOP OF WALL W W 0 <br />l- - <br />-- - - -- ------ - - - - --- - - - - - - - 0 <br />- C) W W <br />W' <br />I Z � <br />OT has been electronically Z <br />_ signe sealed by Justin M Lanier, <br />PE on the date and/or time stamp � / p 0 <br />shown using a digital signature. 0 <br />Printed copies of this document are W <br />Q not considered signed and sealed �- <br />W and the signature must be verified Z <br />-i-------------------------- by a 3rd Party Certificate Authority — <br />(LOF OPENING - on any electronic copy <br />F F E. 2x6x12 PT �.- d <br />8'-l" ABOVE j 0 <br />. �� ILL <br />CENTER BUCK < W <br />- - Abbott Park <br />TOP OF - <br />GARAGE DOOR � ' � ' � V <br />-- Vi PRECAST LINTEL SEE V% <br />-- ILL6'-1" ABOVE PLAN LOT 030-03 0 <br />-- SEE PLAN -� Q W <br />F.F.E.I- <br />1," DIA. ANCHOR EXTEND REINFORCING TO U Q <br />1, END OF PIER W/ 6" BEND TO Z z <br />4'-9" ABOVE 2x4 PT TOP BUCK- - LAP WALL REINFORCING AS - <br />- - <br />F.F.E. SHOWN. 0 PROJECT NO: W <br />2x6 PT BUCK EACH SIDE OF OPENING \ MIN (2) SOLID FILLED & O 2021.009226 0 <br />LL <br />REINFORCED CELLS W/ NO.5 0 <br />VERT. BAR ADJACENT TO = DRAWN: <br />GARAGE DOOR OPENINGS. V CD 81 <br />2'-9" ABOVE W O <br />LO <br />F.F.E. NO.5 VERT. BAR IN FILLED CHKD <br />-- CELL AT EACH END OF PIER X MJP <br />W <br />/ PROVIDE (5) 48" DIA. J-BOLT OR LARGE W J <br />/ DIAMETER'SCREW ANCHOR w/ 5 ''/2' NO. 5 DOWEL TO MATCH EACH Q Q <br />/ EMBEDMENT AT EACH DOOR BRACKET, } i _III _ SOLID FILLED & REINFORCED X �,►►►I1 1ltt,,, 0 <br />0' 9" ABOVE 6 f l CELL EXTENDING FROM FOOTING < ,���' �(1N LqN� ,� EACH SIDE OF DOOR. PROVIDE 1 'h" x <br />THICK WASHER w/ EACH ANCHOR. TO LAP WALL REINFORCING �� �J.,•••""'•• FR '� <br />F.F.E. (1st BOLT TO BE 9' MAX. ABOVE CURB.) W/ MIN 25" LAP UNLESS NOTED >'\`' E NSA •.. �i� U' <br />-- r -1�- OTHERWISE ON DOWEL & LINTEL m i Z <br />TOP OF \- PLACEMENT PLAN. MIN 6" BEND 0 <br />• No 85166 — <br />CURB - <br />✓ -- AT BOTTOM. W * • DoApSigned b <br />TA1'E...OF <br />F.F.E. ; <br />-- CONCRETE O � <br />�L PER NATION WORK W �0�..•,c 3F4671DACi�E..aS�<C/� <br />TOP OF FINISH i; _ 1'� <br />FLOOR SLAB -- i- — Q SO Fi , z <br />GARAGE DOOR JAMB DETAIL z �.,,��NAf ►,,,• <br />U a <br />\ O 07-29-2021 0 <br />- -- - - - - \-J--------_--- - - W <br />0 REVISIONS: w <br />\\ / - --- \ \ Q No. Description Date � <br />\ � <br />\ \ \ \ \ > Q <br />0 <br />GARAGE SHEAR PIER z z <br />= 0 <br />0 0 <br />W <br />H <br />X <br />W ST=6 <br />d <br />CMU/METAL CONNECTOR ENGINEERING <br />