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DocuSign Envelope ID: A41490AF-CAEF-4390-B17C-825DDB4B8BB8 <br />s <br />BOND BEAM <br />REINFORCEMENT <br />w (SEE WALL SECTION) <br />J <br />0 <br />0 <br />uJ FILL SOLID TO BOND BEAM <br />w <br />LU <br />8 F - #--a-- 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 />0 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />a <br />0 <br />w FILL SOLID TO BOND BEAM <br />w <br />w <br />LINTEL REINFORCEMENT <br />v ' <br />0 0 <br />8 F -1 - # .w 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 />F. E <br />ABOVE <br />F_.E. <br />F.F.. <br />TOP OF <br />GARAGE DOOR <br />ABOVE <br />F.F.E. <br />F.F. <br />4'-9" ABOVE <br />F.F.E <br />2'-9" ABOVE <br />F.F.E. <br />(LOF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />4,e" 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 '/2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %" x 4t6" <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 />MOISTURE BARRIER <br />BY OTHERS <br />MOISTURE I <br />BY OTHERS <br />ROOFDECK <br />ROOFTRUSS <br />OR RAFTER <br />UPLIFT CONNECTION PERe <br />TYPICAL WALL SECTION \\ <br />I• SUB FASCIA <br />- _ <br />•� TYPICAL PORCH <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; -MOISTURE BARRIER <br />SHEET STA (PORCH BY OTHERS <br />CEILING BOARD) <br />MASONRY LINTEL <br />PER PLAN <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />\L TYPICAL PORCH CEILING <br />BOARD PER PLAN. SEE <br />TABLE 2; SHEET STA <br />(PORCH 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 />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS EACH END ROOF <br />ROOFTRUSS <br />TO WOOD BEAM w/ <br />H2.5T, RT7AT, OR SDWC15600, U.N.O. <br />PORCH BEAM <br />PORCH BEAM TO POST: <br />(1) MSTA24 <br />POST TO SLAB: <br />ABU POST BASE ANCHOR <br />OR DTT2Z <br />(UNLESS NOTED OTHERWISE) <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />-URB <br />F.F.E. - -- <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />GARAGE DOOR JAMB DETAIL FASTEN 2x6NO.2SYP— <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACt,- o!/ <br />SEE PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />2x6 N0.2 SYP CONT. NAILER TOP CHORD/RAFTER TO <br />NAILER W/ MIN (4) 8D <br />COMMON TOE -NAILS <br />FASTEN 2x6 NO.2 SYP <br />PRE -MANUFACTURED "T-BRACE" TO DIAGONAL BRACE <br />ROOF TRUSS OR 2x4 w/ 10d COMMONS @ 3" O.C. <br />FASTEN CONTINUOUS NAILERS NO.2 SYP AT 24" O.C. 8'-0" OR AS SHOWN ON PLAN <br />TO MIN 3" DEEP SOLID FASTENED TOGETHER <br />FRAMING WITH (2) W x 4'/2' WITH (6) 8D COMMON. <br />LAGS OR WOOD SCREWS @ <br />MAX �2y <br />• SOLID FILLED MASONRY <br />W/(2) ROWS'W x 3" TITEN OR <br />TAPCON @ 12" O.C. FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR <br />STAGGERED FROM DIAGONAL BRACE TO CMU <br />MAX 4'-0" MOISTURE BARRIER BETWEEN MASONRY <br />2x4 NO.2 SYP CONT. NAILER -- -) AND NON -PT LUMBER BY OTHERS <br />SHEATH ASSEMBLY FULLY PER <br />STRUCTURAL PANEL SPECIFICATIONS, GABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />STA, FOR ROOF SHEATHING. B3 <br />FASTEN EACH TRUSS/JOIST TO NAILER 1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0 <br />W/ MIN (4) 8D COMMON TOE -NAILS. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM <br />OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE <br />SHED ROOF DETAIL TRUSSES W/ 9" OR LESS OVERHANGS. <br />D4 <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT N <br />APPROXIMATE 45* ANGLE TO NO LESS THAN (3) TRUSSES. N <br />— ICONTINUOUS LATERALRESTRAINT(CLR). QUANTITY DEFINED BY T SSNSHOPCATION DRAWING. <br />APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE <br />SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />DO SO WITH OVERLAPPING <br />BRACES LIKE THIS (TYP <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <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 />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 />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />5. DESIGNED PER BCSI-63, MOST CURRENT EDITION. <br />=6" MAX <br />_�16" MAX <br />6 MAX <br />=" MAX <br />=" MAX <br />[16 MAX <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5Tw/(10)8dx 1'/2' <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 <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />TOP OF WALL <br />SEE <br />TOP OF FINISH <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 />LATERAL RESTRAINT WEB <br />CONTINUOUS <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />FspECIFIED ALTERNATE BRACING <br />SIZEI <br />CLR <br />ITORL <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 />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />-- ---t- --- --- <br />---------- — — <br />I I I <br />I I I <br />i � I <br />I <br />I I <br />II I I <br />— --I— --I--- ---------- <br />I I I <br />I I I <br />I I <br />I I <br />I II I <br />I � I <br />PRECAST LINTEL SEE <br />PLAN <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />/ NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />I CELL EXTENDING FROM FOOTING <br />l i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />I AT BOTTOM. <br />�I ail I� <br />I' CONCRETE <br />I II <br />FOUNDATION WORK <br />PER PLAN <br />I I <br />I I <br />I I <br />I I <br />I <br />I I <br />--------------------- <br />I I <br />\7- <br />I I \ \ <br />I I \ \ <br />GARAGE SHEAR PIER <br />L OU <br />C3 <br />O ° <br />APEX-C <br />0 V <br />W <br />Z <br />m <br />W <br />LU <br />Urtds-C <br />Z <br />W � <br />Q true design studios <br />0 <br />1� <br />O —w <br />J 9000 REGENCY SQUARE BLVD. N <br />L. SUITE 100, JACKSONVILLE, FL 32211 <br />0 904.821.5200 p <br />O <br />s2< <br />D_N <br />O RHOMN' `) <br />U � <br />t r ,- <br />E I <br />O Zz <br />J <br />LL <br />Q -C <br />U <br />Z <br />>>� <br />C� <br />0 <br />O <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />Z <br />= <br />U <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />W <br />� <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />on any electronic copy <br />x <br />Jw <br />Q <br />� <br />V J <br />QW <br />io <br />0 <br />Z <br />IW'' <br />W <br />Z <br />O <br />O <br />W <br />I- <br />J Q <br />o <br />Z <br />qqdm Uj <br />co <br />_j <br />4t LU <br />Uj <br />W <br />~ <br />W <br />I..L <br />Q <br />U <br />LL <br />�� <br />LL <br />LLJ <br />Q <br />n <br />X <br />0 <br />O <br />O <br />Z <br />� <br />= <br />W <br />~ <br />U <br />W <br />Z <br />Abbott Park a <br />W — <br />LL <br />a <br />Q <br />LOT 025-02 W <br />- - <br />C� <br />CMUIMETAL CONNECTOR ENGINEERING <br />U <br />t� <br />W <br />PROJECT NO: I- <br />2021.009241 z <br />0 <br />DRAWN: <br />CD w <br />0 <br />CHKD: LL. <br />MJP O <br />O <br />LO <br />LqN1�.,� W <br />`�� J • ...... , F i, J <br />:. �c E N S�.;Q Q <br />i <br />' U <br />No 85166 cn <br />DocuSigned by: <br />V •..-t'8.w.x.. .•i. -r Z <br />-FFs' 71aEbEF4.1e • <br />i O •' <br />U) <br />07-28-2021 O <br />Z <br />REVISIONS: <br />No. Description Date <br />W <br />W <br />W <br />_.. 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