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DocuSign Envelope ID: C2803EAD-E1B9-4C48-9F23-DE59B7B7BABD <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />FASTEN ROOF DECK TO <br />OR FLATWISE) <br />FRAMING @ 3" O.C. ON <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />EDGE, 6" O.C. IN FIELD <br />BETWEEN TRUSS TOP CHORDS W/ <br />WITH RSRS-01 <br />ROOF DECK <br />(3) 10d COMM NS EACH END <br />ROOF DECK--\\ <br />ROOF TRUSS <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />OR RAFTER <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 ''/2" <br />UPLIFT CONNECTION PER <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />TYPICAL WALL SECTION <br />PROVIDE PANEL <br />OUTLOOKERS. FASTEN EACH <br />IV 1 <br />EDGE BLOCKING FOR <br />BLOCK TO ROOF DECK WITH 8d <br />SUB FASCIA <br />NON -DROPPED GABLE <br />COMMON @ 3" O.C. <br />FASTEN 2x6 N0.2 SYP <br />=° <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />GABLE TRUSS <br />10d COMMONS <br />MOISTURE BARRIER TYPICAL PORCH <br />2x6 NO.2 SYP DIAGONAL BRAC <br />BY OTHERS ' . CEILING BOARD PER <br />SEE PLAN <br />WALL SHEATHING PER PLAN <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <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 />MASONRY LINTEL <br />» <br />L OR T BRACE VERTICAL <br />PER PLAN <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />TYPICAL PORCH SHEATHING DETAIL <br />FASTEN 2x6 N0.2 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 />8'-0" OR AS SHOWN ON PLAN <br />PROVIDED BETWEEN MASONRY <br />PORCHES UNLESS NOTED OTHERWISE) <br />AND ALL UNTREATED LUMBER <br />8% <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 />t <br />BEAM W/ HTSM20 OR MSTAM36) <br />A <br />FROM DIAGONAL BRACE TO CMU <br />r\ r\ <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. <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 />2x NAILER (IF REQ'D): <br />• TO WOOD FRAME : (2) <br />0.131" x 3" NAILS @ EACH <br />STUD, MAX 24" O.C. <br />• TO CMU w/ PT NAILER: MAX 12" SPAN <br />ROWS16" x 244" TAPCOI��) <br />2021 V1.0 <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 />y_�.Y�l/GL1�l�l�lill��Zd�»:�_1:Zya��xe�1 <br />ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA <br />W/ 11 GA. x 1 12" LONG NAILS <br />(MIN$"❑ SHANK) W/ s"❑ <br />HEAD THRU J-CHANNEL <br />(SPACING @ 12" O.C. <br />@ MAX 24" O.C. I 11x2 SYP NAILING STRIPS TO BLOCK / <br />NAILER W/ 1'4" 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 tie" LONG NAILS (MIN a"❑ SHANK) W/ a"❑ 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 />)V TAPCONS @ MAX 24" O.C. <br />MAX 16" SPAN <br />J-CHANNEL TO BE <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 SOFFIT DETAILS - FL <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 />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />2 <br />PRE -CAST LINTEL <br />PER PLAN <br />FILL BOTH LINTELS SOLID <br />W/ CONTINUOUS POUR <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 />U (SEE WALL SECTION) <br />Li <br />= FILL SOLID TO BOND BEAM <br />U <br />U <br />u1 <br />w <br />V <br />0 8 F - # DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />i <br />BOND BEAM <br />REINFORCEMENT <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 />w <br />_l <br />Z) <br />w <br />2 <br />U <br />U <br />w <br />w <br />a <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />LINTEL REINFORCEMENT <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 <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 />0'-9" ABOVE <br />F. F. E. <br />TOP OF <br />CURB <br />F.F.E. <br />C) <br />O <br />O O <br />PEXLO <br />x <br />O (U <br />04 <br />, CT5 <br />LE .97 <br />W <br />td <br />J N <br />z true design studlos <br />O <br />Y 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />TRUSSES NEEDING BRACING <br />O <br />O <br />LATERAL BRACING - MULTIPLE TRUSSES T <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). ~ s <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 />RRHOMN' <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS p <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. > g a �a " \ \\ �\ee <br />4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO). J o�C" e .j�� �`"231, 5`0 � �� <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. m,, a '"`pD <br />_" MAX <br />�" MAX <br />=" MAX <br />_T6" MAXL <br />=" MAX <br />MAX <br />(LOF OPENING <br />2x6x12 1 <br />CENTEF <br />�8" DIA. ANCHOI <br />2x4 PT TOP uwr� <br />2x6 PT BUCK EACH SIDE OF OPENING <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 />- PROVIDE (5) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 '/" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x 416" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />SEE <br />W <br />b <br />Q4- <br />CONTINUOUS LATERAL RESTRAINT WEB to <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED ALTERNATE BRACING U <br />SIZE CLZ R <br />T OR L SCAB W <br />W <br />O <br />O <br />O <br />LO <br />O) <br />LO z <br />ti <br />SINGLE TRUSS BRACING Z O O) <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL W <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN (jj = ' <br />F= <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. LLI <br />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. (n W <br />3, INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND m O �/� <br />GRADE AS WEB TO BE BRACED. 0 v <br />W <br />W <br />W <br />VERTICAL BARS TO EXTEND TO Z <br />TOP OF WALL AS SHOWN. MIN 0 > Q Q <br />6" BEND INTO BOND BEAM <br />a <br />LLJ Lv o <br />----------------- 0 --� W <br />-- \---�--- W [` <br />X <br />ILL Ii <br />0 <br />W <br />j " be. Z <br />— --�—------------------------ 1. _.,.. .,...._.... /y� <br />Oi'_t �: ',,?y 0- <br />U <br />I I LL <br />Abbott Park _j <br />O U <br />j PRECAST LINTEL SEE LJL V) <br />PLAN LOT 032-03 0 <br />Q W <br />j 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 2021.009227 <br />j REINFORCED CELLS W/ NO.5 O W <br />VERT. BAR ADJACENT TO Z DRAWN: O <br />GARAGE DOOR OPENINGS. U CD LLI o <br />NO.5 VERT. BAR IN FILLED CHKD: LO <br />CELL AT EACH END OF PIER X MJP U) <br />W W <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 />O_ <br />J <br />j l NO. 5 DOWEL TO MATCH EACH <br />Q <br />Q <br />SOLID FILLED & REINFORCED <br />X <br />,��Iiliititl�� <br />U <br />CELL EXTENDING FROM FOOTING <br />I TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED,•'� <br />� <br />��'• NS�`'.� �� <br />0 <br />• <br />OTHERWISE ON DOWEL & LINTEL <br />j PLACEMENT PLAN. MIN 6" BEND <br />No 8 g166ned '�• <br />W <br />* .' <br />. <br />AT BOTTOM. <br />Z <br />_ <br />_ <br />Q <br />> <br />... <br />CONCRETE <br />I I I <br />O <br />i J' <br />0.O ,•V <br />• <br />DAbr435._ :41 <br />Ayr: I •4 . <br />• <br />i <br />FOUNDATION WORK W �� T • A- P,•' U) <br />TOP OF FINISH PER PLAN �� �••• O R i �.• �� (D <br />FLOOR SLAB Q '�i sS �� �� Z <br />GARAGE DOOR JAMB DETAIL z ;0NA` <br />U) Q <br />O 07-29-2021 <br />\ I I I -------- F_ w <br />U REVISIONS: <br />IL <br />Xy - -�--- \ \ Q No. Description Date a" <br />------------- / / / w <br />C0 J <br />} Q <br />O <br />O <br />GARAGE SHEAR PIER z z <br />= o <br />U o <br />w <br />x <br />w ST=6 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />