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DocuSign Envelope ID: 82C92949-7F25-4CCA-96BE-E7FE1C6E6CB1 <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />FASTEN ROOF DECK TO <br />OR FLATWISE) <br />FRAMING @ Y O.C. ON <br />EDGE, 6" O.C. FIELD <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />WITH RSRS-01 <br />ROOF DECK <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS EACH END ROOF DECK <br />ROOF TRUSS <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />OR RAFTER <br />CLIP TO GABLE TOP CHORD WITH <br />' ' <br />(1) H2.5T w/ (10) 8d x 1%' <br />UPLIFT CONNECTION PER <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />TYPICAL WALL SECTION <br />PROVIDE PANEL <br />OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR <br />BLOCK TO ROOF DECK WITH 8d <br />I <br />SUB FASCIA <br />NON -DROPPED GABLE <br />COMMON @ 3" O.C. <br />FASTEN 2x6 NO.2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />GABLE TRUSS <br />10d COMMONS <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />2x6 NO.2 SYP DIAGONAL BRA <br />SEE PLAN <br />WALL SHEATHING PER PLAN <br />°: PLAN. SEE TABLE 2; <br />SHEET STA (PORCH a <br />MOISTURE BARRIER <br />BY OTHERS <br />• UP TO 8FT SINGLE 2x6 ONLY <br />CEILING BOARD) <br />` • UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />L OR T BRACE VERTICAL <br />MASONRY LINTEL <br />PER PLAN <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />TYPICAL PORCH SHEATHING DETAIL <br />FASTEN 2x6 NO.2 SYP- <br />"T-BRACE" TO DIAGONAL BRACE <br />AT MASONRY EXTERIOR WALL <br />w/ 10d COMMONS @ 3" O.C. <br />MOISTURE BARRIER SHALL BE <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />V-0" OR AS SHOWN ON PLAN <br />PROVIDED BETWEEN MASONRY <br />PORCHES UNLESS NOTED OTHERWISE) <br />AND ALL UNTREATED LUMBER <br />GABLE TRUSS TO BOND BEAM W/ <br />META20 @ 48" O.C. W/ MIN (7) 10d x 1 %" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />BEAM W/ HTSM20 OR MSTAM36) <br />FROM DIAGONAL BRACE TO CMU <br />MOISTURE BARRIER BETWEEN MASONRY <br />PRE -CAST LINTEL <br />AND NON -PT LUMBER BY OTHERS <br />#5 CONT. <br />PER PLAN <br />GABLE ANGLE BRACING DETAIL <br />(W/ HGAMMVI�.J <br />g <br />B3 <br />2 <br />(1) #5 BAR AT CORNER - <br />1) MAX. TRUSS SPACING = 24" O.C. <br />W/ MIN. 25" LAP N <br />2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />Z <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />g <br />#5 CONT. <br />TRUSSES W/ 9" OR LESS OVERHANGS. <br />v <br />v <br />FILL BOTH LINTELS SOLID <br />TYPICAL ROOF <br />° <br />W/ CONTINUOUS POUR <br />DECK SHEATHING <br />MAX T-0" OVERHANG <br />CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />2x SYP BLOCK W/ (2) 0.131" x 3" <br />END- OR TOE -NAILS EACH END <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />ATTACH SOFFIT TO 2x BLOCK <br />2x SYP NAILER (IF REQ'D): <br />OR UNDERSIDE OF 2x FASCIA <br />• TO WOOD FRAME: (2) 0.131" <br />PER MANUFACTURER <br />x 3" NAILS @EACH STUD1�7CAPACITY <br />MAX 12" SPAN 1.2 SYP NAILING STRIPS TO BLOCK / NAILER _ <br />MAX 24" O.C. <br />W/ (1) 0.131" x 2%" NAIL EACH INTERSECTION <br />• TO CMU w/ PT NAILER: <br />(2) ROWS 3/s' x 2%4' <br />w <br />TAPCONS @ MAX 24" O.SOFFIT <br />PRESSURE DEMAND (psf). o <br />HIS DETAIL IS THE LESSER OF: <br />CHANNEL REQUIREMENTSUFACTURER <br />ALLOWABLE v <br />PER MANUFACTURER <br />PRESSURE. co <br />2) +/-57.4 psf. W <br />co <br />SOFFIT W/ MULTIPLE SPANS <br />TYPICAL ROOF <br />DECK SHEATHING <br />2x SYP NAILER (IF REQ'D): <br />• TO WOOD FRAME: (2) 0.131" x 3" NAILS <br />@ EACH STUD, MAX 24" O.C. <br />• TO CMU w/ PT NAILER: (2) ROWS 31s' x <br />2%4' TAPCONS @ MAX 24" O.C. <br />CHANNEL REQUIREMENTS <br />CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />2x SYP BLOCK W/ (2) 0.131" x 3" <br />END- OR TOE -NAILS EACH END <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />ATTACH SOFFIT TO 2x BLOCK <br />OR UNDERSIDE OF 2x FASCIA <br />PER MANUFACTURER <br />PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />CAPACITY OF THIS DETAIL IS THE LESSER OF: <br />1) SOFFIT MANUFACTURER ALLOWABLE <br />PRESSURE. <br />2) +/-340 psf. <br />SOFFIT W/ SINGLE SPAN <br />SF OFFIT DETAILS <br />Soffit detail is intended to convey connections between members in the <br />supporting structural frame, not the soffit connections to those members. <br />Product manufacturer and evaluating engineer retain responsibility for <br />individual soffit products and their connection to supporting structural frame. <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 />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />8 F - #--a-- DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />.. jREINFORCEMENT <br />BOND BEAM <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />wREINFORCEMENT <br />(SEE WALL SECTION) <br />w FILL SOLID TO BOND BEAM <br />x <br />U <br />w <br />w <br />LINTEL REINFORCEMENT <br />�. o� <br />8 F -1 - #—DEPTH 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 />TRUSSES NEEDING BRACING <br />O <br />U <br />O > <br />O v <br />N O <br />APEX s <br />N U <br />co N <br />O <br />O N <br />Q <br />N <br />U_ <br />W <br />J <br />J N <br />true design studios > <br />z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 vi <br />O <br />i p � <br />O <br />LATERAL BRACING - MULTIPLE TRUSSES <br />LU <br />W <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY����� <br />U) <br />N' <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />N <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />p <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br /># f <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />J <br />tb <br />bfefq2 r &44P <br />1 <br />5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. <br />_" MAX <br />T6'MAXj <br />=„ MAX <br />T" MAX <br />=" MAX <br />_T6" MAX <br />8'-1"ABOVE <br />F.F.E. 2x6x12 I <br />CENTEI <br />TOP OF <br />6-1" ABOVE <br />F.F.E. <br />" DIA. ANCHOI <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE <br />F.F.E. <br />2x4 PT TOP <br />T-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />SCAB BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />*IF (2) BRACES ARE <br />REQUIRED, APPLY (1) BRACE <br />TO EACH FACE OF WEB. <br />TOP OF WALL <br />4.OF OPENING <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) %" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 %2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2' x 41 fi' <br />0'-9" ABOVE OILTHICK WASHER w/ EACH ANCHOR. <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 />SEE <br />W <br />` <br />U <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEIVI�BEfl SPECIFIED ALTERNATE BRACING <br />SIZE CLR <br />T OR L <br />SCAB <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />2x4 <br />2 ROWS <br />2x6 <br />(2)2x4* <br />2x6 <br />1 ROW <br />2x4 <br />(1)2x6 <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 />z <br />W <br />W <br />of <br />O <br />This item has been electronically <br />O <br />signed and sealed by Justin M Lanier, <br />O <br />PE on the date and/or time stamp <br />O <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />L0 no the signature must be verified <br />by a 3rd Party Certificate Authority <br />SINGLE TRUSS BRACING z Oonany electronic copy <br />U) <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERALUj <br />\ <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN U) <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. Z <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR _ <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U) O W <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND 130 <br />V J <br />GRADE AS WEB TO BE BRACED.v' <br />L <br />W <br />W <br />VERTICAL BARS TO EXTEND TO z <br />TOP OF WALL AS SHOWN. MIN 5 > Q Q <br />6" BEND INTO BOND BEAM <br />W Uj o <br />a J W W <br />+-- ----�-------------------- 0 LLI w M <br />I — <br />O �/ <br />I I I J X <br />LL L <br />I i I Z <br />I I I O Z <br />H O <br />I i I q 0 <br />LC W <br />I I I0 F— <br />a _z <br />—J— -- <br />O <br />U U_ <br />Abbott Park J <br />O U <br />j I PRECAST LINTEL SEE J U) <br />PLAN �` LOT 008-04-1 B p <br />Q W <br />I I <br />j EXTEND REINFORCING TO Z z <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS } 0 <br />SHOWN. O PROJECT NO: W <br />MIN (2) SOLID FILLED & J 2021.012599 0 <br />REINFORCED CELLS W/ NO.5 O LL <br />I j VERT. BAR ADJACENT TO z DRAWN: O <br />GARAGE DOOR OPENINGS. V CD o <br />O <br />IW LO <br />NO.5 VERT. BAR IN FILLED C""D MJP <br />CELL AT EACH END OF PIER X — <br />W W <br />1 1 <br />NO. 5 DOWEL TO MATCH EACH <br />Q <br />Q <br />SOLID FILLED & REINFORCED <br />x <br />1r1�N�11111 <br />U <br />cn <br />TOECAP WALL DREINFORCING OTtNG <br />_ <br />6i%N Lg'�i,�cn <br />`�N� <br />�J•' f �':C9 �� <br />W/ MIN 25" LAP UNLESS NOTED <br />m <br />��, <br />G E N SF '•. <br />: <br />Z <br />I <br />OTHERWISE ON DOWEL & LINTEL <br />` <br />• �,� <br />— <br />j <br />PLACEMENT PLAN. MIN 6" BEND <br />• <br />' <br />NO 85166 '• <br />AT BOTTOM. <br />Z <br /># ! <br />Docuftned by: * i <br />Q <br />I <br />CONCRETE <br />O <br />. <br />DPG F435..: <br />FOUNDATION WORK W 0 !(� U)TOP OF FINISH I PER PLAN �� T�•.�� P• �� (� <br />FLOOR SLAB I I Q �i,F '. O R I �•'•�N��� Z <br />Z �i,SS/� N A1- Et, <br />O 11-01-2021 p <br />---------------- — <br />I I I ___ T W <br />REVISIONS: w <br />\ i \ \ W 1: \ Q No. Description Date <br />------------- / / / W <br />U) J <br />O O <br />GARAGE SHEAR PIER z o <br />U � <br />W <br />I— <br />X <br />W ST=6 <br />Il <br />CMU METAL CONNECTOR ENGINEERING¢ <br />