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rDocuSign Envelope ID: 64039112-CEE7-4F45-AD73-562F1 1 EFF3F4 <br />BOND BEAM <br />REINFORCEMENT <br />�J (SEE WALL SECTION) <br />LU <br />—FILL SOLID TO BOND BEAM <br />U <br />U) <br />w '!I <br />L n l O <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 />REINFORCEMENT <br />-- (SEE WALL SECTION) <br />COURSING BELOW BOND <br />- BEAM MAY BE FILLED OR <br />UNFILLED <br />8U8 <br />L� LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />0 <br />w <br />_ <br />U <br />rn <br />w <br />w <br />�i <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />-:;;a <br />" LINTEL REINFORCEMENT <br />'U <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 />8'-1"ABOVE <br />F.F.E. <br />TOP OF �j <br />GARAGE DOOR-�! <br />6-1" ABOVE r , <br />F.F.E. <br />F.F.E." ABOVE <br />OIIL <br />F.F <br />ABOVE F.F �l <br />F.F.E. <br />PROVIDE FLASHING AT <br />WALL INTERSECTION <br />2x8 SYP PT LEDGER TO <br />BLOCKING W/ (2) ROWS <br />10d @ 8" O.C. STAGGERS <br />2x8 SYP PT RAFTERS @ <br />12" O.C. W/ (3) 10d <br />TOE -NAILS TO LEDGER <br />AND (2) 10d TOE -NAILS T <br />BEAM <br />2x12 SYP PT BEAM W/ <br />(3) 10d TOE -NAILS TO <br />EACH BRACKET <br />PREMANUFACTURED <br />4x4 STRUCTURAL <br />BRACKET BY BUILDER <br />\ \ UPLIFT CONNECTION PER_s l <br />\ TYPICAL WALL SECTION <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS 6 ' CEILING BOARD PER 'I <br />PLAN. SEE TABLE 2. - n <br />i 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 />(2) 2x8 SYP BLOCKING W/ (3) 10d TOE -NAILS <br />EACH END. <br />BRACKET TO SUPPORTING MEMBER W/ <br />44' a GALVANIZED THRU BOLT W/ NUT AND 2" <br />SQUARE xti4" THICK WASHER AT EACH END. <br />COUNTERSINK AS NEEDED <br />.r TRELLIS DETAIL AT GARAGE <br />(LOF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />J � - <br />- - <br />4R" DIA. ANCHOR - <br />2x4 PT TOP BUCK <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �8" 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 �16" <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 />2x6 NO.2 SYP CONT. NAILER <br />�� <br />TOP CHORD/RAFTER TO <br />\ <br />% NAILER W/ MIN (4) 8D <br />COMMON TOE -NAILS <br />PRE -MANUFACTURED <br />ROOF TRUSS OR 2x4 <br />FASTEN CONTINUOUS NAILERS <br />- NO.2 SYP AT 24" O.C. <br />• TO MIN 3" DEEP SOLID <br />FASTENED TOGETHER <br />FRAMING WITH (2) %" x 4 112" <br />` WITH (6) 8D COMMON. <br />LAGS OR WOOD SCREWS @ <br />MAX 16"; <br />SOLID FILLED MASONRY <br />W/(2) ROWS'W x 3" TITEN OR <br />TAPCON @ 12" O.C. <br />STAGGERED <br />�r <br />MAX 4'-0" <br />2x4 NO.2 SYP CONT. NAILER <br />SHEATH ASSEMBLY FULLY PER <br />STRUCTURAL PANEL SPECIFICATIONS, <br />ST-1, FOR ROOF SHEATHING. <br />FASTEN EACH TRUSS/JOIST TO NAILER <br />W/ MIN (4) 8D COMMON TOE -NAILS. <br />64 SHED ROOF DETAIL <br />ROOFDECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />- MASONRY LINTEL <br />PER PLAN <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />MOISTURE BARRIER <br />BY OTHERS - <br />TYPICAL PORCH CEILING <br />BOARD PER PLAN. SEE <br />TABLE 2' SHEET ST-1 <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 />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMQNS 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 BRACt-, <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 />\ ROOFDECK <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-B3, MOST CURRENT EDITION. <br />=6" M <br />MAX <br />6" MAX <br />MAX <br />6'MAX <br />T, MAX <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />I ✓/ <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 />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ Y O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />l 2x4 SYP OUTRIGGER @ 24" O.0 <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 />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 />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-'/2' <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <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 />SEE PLAN - <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L SCAB <br />--- <br />2x4 1 ROW 2x4 (1)2x4 <br />2x4 2 ROWS 2x6 (2)2x4* <br />2x6 1 ROW 2x4 (1)2x6 <br />2x6 2 ROWS 2x6 (2)2x4* <br />2x8 1 ROW 2x6 (1)2x8 1 <br />N <br />0 <br />N <br />� <br />OI <br />ti <br />0 <br />O <br />APEX <br />a <br />W0 <br />W <br />a) <br />Z_ <br />� <br />N <br />Q <br />W <br />Z <br />td S <br />4,1 <br />Q❑ <br />true design studios <br />-6 <br />j <br />(Y <br />O <br />—I 9000 REGENCY SQUARE BLVD. <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />z 904.821.5200 Cl) <br />Q <br />W <br />0 c3 <br />W <br />0 RRHOMON' (D <br />Q bwaep <br />ice+ <br />0 <br />J <br />LL <br />Q <br />U C <br />Z <br />O <br />J <br />Z This item has been electronically <br />2x8 2 ROWS 2x6 (2)2x6* <br />- = signed and sealed by Justin M Lanier, <br />U PE on the date and/or time stamp <br />W shown using a digital signature. <br />W Printed copies of this document are <br />led <br />SINGLE TRUSS BRACING notconsideredremu beveafie <br />X and the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Ll1 Miby a 3rd Party Certificate Authority <br />Q on any electronic copy v <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. x W <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Q <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND ry <br />GRADE AS WEB TO BE BRACED. C0 <br />z ❑ <br />W <br />Z O V J <br />_ <br />O <br />VERTICAL BARS TO EXTEND TO W < O <br />TOP OF WALL AS SHOWN. MIN Q <br />6" BEND INTO BOND BEAM Z W Q <br />❑ <br />IM <br />-- ----- `i LL LL <br />Q ti <br />U) X <br />O Z <br />JO O <br />Z ❑ <br />= W <br />U F- <br />Z <br />� Abbott Park <br />X CL <br />PRECAST LINTEL SEE W LL <br />PLAN Q LOT 020-03-1 B W <br />— J <br />a <br />EXTEND REINFORCING TO U <br />END OF PIER W/ 6" BEND TO 07 <br />LAP WALL REINFORCING AS ❑ <br />SHOWN. W <br />PROJECT NO <br />MIN (2) SOLID FILLED & 2021.014970 z <br />REINFORCED CELLS W/ NO.5 (D <br />VERT. BAR ADJACENT TO DRAWN: <br />GARAGE DOOR OPENINGS. CD LWLI <br />NO.5 VERT, BAR IN FILLED °HKD MJP LL <br />CELL AT EACH END OF PIER O <br />0 <br />NO. 5 DOWEL TO MATCH EACH LO <br />U) <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING ```,�1�►�ttitlt��' <br />TO LAP WALL REINFORCING ��� Gj�IN LAN7 , �e W <br />W/ MIN 25" LAP UNLESS NOTED ��� �� '• (,•E N F9 <br />OTHERWISE ON DOWEL & LINTEL :: •'•�� `SF•••, �.0 U <br />PLACEMENT PLAN. MIN 6" BEND Ated•by: <br />AT BOTTOM. * w <br />Z_ <br />CONCRETE �1 =, 'STATE OF 4U <br />FOUNDATION WORK . O <br />PER PLAN % T <br />3F4671 D C.0 4A... <br />�O N A 1- E%�`�� <br />t1t111� U) <br />12-29-2021 O Z <br />- <br />-------------------- ---- <br />I I <br />\' \j REVISIONS: <br />I I <br />\ \ No. Description Date ❑ <br />I <br />2 <br />W <br />GARAGE SHEAR PIER 0 <br />L7 <br />ST=6 <br />O <br />Z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />