Laserfiche WebLink
)ocuSign Envelope ID: 2ECF248B-37EA-4A3E-BDC4-2ADA9C50FE90 <br />0 <br />MOISTURE BARRIEF <br />BY OTHERS <br />8'-1" ABOVE <br />F.F.E. <br />ROOF DECK <br />ROOF TRUSS <br />TOP OF <br />OR RAFTER <br />GARAGE DOOR <br />ABOVE <br />F.F.E.F.F. <br />SUB FASCIA <br />4'-9" ABOVE <br />F.F.E. <br />tE BARRIER <br />IRS <br />2'-9" ABOVE <br />Y LINTEL F.F.E. <br />J <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />TRUSS TO TOP PLT W/ H2.5T OR RT7AT— <br />SHEATHING TO TOP PLATE- <br />W/ 8d COMMON @ 3" O.C. <br />FULLY SHEATH KNEEWALL PER TABLE 2:- <br />WOOD STRUCTURAL PANEL SHEATHING <br />REQUIREMENTS <br />• MIN 2x4 NO.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2t" U x 6" EMBED DRILL AND <br />EPDXY ANCHOR W/ NUT & WASHER EACH <br />PLATE SEGMENT WITHIN 6" OF END <br />• 2x4 No.2 SYP PT PLATE CONTINUOUS W/ 'rz" <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"0" RING SHANK AT 16" O.0 <br />ER PLT HGT <br />CRICKET BY BUILDER <br />N\\ <br />,. LOWER PLT <br />� TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 <br />SHEATHING TO PT PLATE IN TRUSS <br />7. <br />W/ 8d COMMON @ 3" O.C. <br />I <br />i <br />e <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />I r�WOOD KNEEWALL OVER MASONRY <br />RAFTER TO NAILER W/ <br />MIN (4) 8D COMMON <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />D1 SHED ROOF DETAIL <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 />(3) 10d COMM <br />NS EACH ENO ROOF DECK—\ <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5Tw/ (10) 8d x 1 '/2" <br />1 <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />PROVIDE PANEL <br />OUTLOOKERS. FASTEN EACH <br />EDGE BLOCKING FOR <br />BLOCK TO ROOF DECK WITH 8d <br />NON -DROPPED GABLE <br />COMMON @ 3" O.C. <br />FASTEN 2x6 N0.2 SYP <br />DIAGONAL BRACE TO <br />BLOCKING w/ (6) <br />GABLE TRUSS <br />10d COMMONS <br />2x6 NO.2 SYP DIAGONAL BRACE-7 <br />SEE PLAN <br />WALL SHEATHING PER PLAN <br />• UP TO 8FT SINGLE 2x6 ONLY <br />• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE <br />L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />FASTEN 2x6 N0.2 SYP <br />"T-BRACE" TO DIAGONAL BRACE <br />W/ 10d COMMONS @ 3" O.C. <br />MOISTURE BARRIER SHALL BE <br />- <br />8'-0" OR AS SHOWN ON PLAN <br />� <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 />----- <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 />AND NON -PT LUMBER BY OTHERS <br />GABLE ANGLE BRACING DETAIL (W/ HGAM10) <br />B3 <br />2021 V1.0 <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 />TOP OF WALL <br />0'-9" ABOVE <br />F.F.E. Y <br />TOP OF Ilk <br />CURB <br />F.F.E. <br />J <br />2x6x12 I <br />CENTEI <br />" DIA. ANCHOI <br />2x4 PT TOP ��... <br />ILOF OPENING <br />- 2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) �" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Yz' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Yz' x 416" <br />THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />v <br />PRE -CAST LINTEL <br />PER PLAN <br />n. <br />g <br />in <br />N <br />z <br />°-I-{— FILL BOTH LINTELS SOLID <br />H 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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I <br />� � I <br />� � I <br />II I <br />- --i---i------ ----------------- <br />I � � <br />� I � <br />I � � <br />I � i <br />PRECAST LINTEL SEE <br />SEE PLAN � I ------ PLAN <br />I <br />EXTEND REINFORCING TO <br />- - END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />- i- --- SHOWN. <br />-- - -- MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />i <br />VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />i <br />j 1 NO. 5 DOWEL TO MATCH EACH <br />i SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />Ii CONCRETE <br />i FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I I <br />I I I <br />I I I <br />i I <br />-i--------------------------- <br />i I i <br />\ r— <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />O <br />U <br />O <br />O O <br />APEX <br />c N <br />v' •5c <br />O N <br />O <br />i tt3 <br />N <br />co <br />zzz <br />J 6 <br />u_ <br />LLtds J Q <br />J � <br />true design studios > <br />z <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. c <br />Q SUITE 100, JACKSONVILLE, FL 32211 vi <br />O <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER (UNO). <br />O <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 />W <br />C <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />1— <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.4. <br />ALL FASTENERS ARE. <br />011HOMON' <br />5. DESIGNED PER BCSII--B3, MOSTI31CURRENTONG EDITION.) <br />O <br />MAX <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 />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />0 <br />uJ - FILL SOLID TO BOND BEAM <br />s <br />w <br />U) r. <br />0 0 <br />8 F - DEPTH OF LINTEL <br />• <br />CONTINUOUS LATERAL RESTRAINT WEB <br />Of <br />BRACE SUBSTITUTE <br />Q <br />WEBS MEMBER ' SP CLRIED TORSCAB RNATEINGCy <br />-, <br />2x4 1 ROW 2x4 (1)2x4 <br />D <br />2x4 2 ROWS 2x6- (2)2x4" <br />_ <br />z <br />2x6 1 ROW 2x4 (1)2x6 <br />W <br />2x6 2 ROWS 2x6 (2)2x4• <br />0 <br />2x8 1 ROW 2x6 _— (1)2x8 <br />W <br />2x8 2 ROWS 2x6 <br />--, _ -(2)2x6 <br />-- <br />O <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />ti <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />LO <br />ti <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />^ <br />V J <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />z <br />W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />U) <br />_ <br />u— <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />GRADE AS WEB TO BE BRACED. <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />UNFILLED <br />0 0 8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />z J z w <br />m <br />Lu 0 CD <br />w <br />W Q <br />W Q 0 <br />z <br />z <br />W > Q <br />z w 0 <br />Lu w <br />O <br />LL LL e— <br />_Z a o z <br />BOND BEAM F_ <br />- <br />REINFORCEMENT <br />O <br />uJ y" - <br />(SEE WALL SECTION) <br />H <br />D- <br />z <br />. • <br />FILL SOLID TO BOND BEAM <br />O <br />a <br />wU <br />LL <br />ui <br />Q <br />LINTEL REINFORCEMENT <br />Abbott Park Q <br />\� <br />O <br />U <br />o � <br />� <br />8 F -1 - # �--DEPTH OF LINTEL ASSEMBLY "d" <br />LL <br />Q <br />LOT 014-01 <br />0 <br />0 <br />H <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />_ <br />z <br />Ur <br />BEARING AT EACH END <br />> <br />GROUT FILLED LINTEL ASSEMBLY <br />O <br />PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. <br />0 <br />2021.003459 0 <br />LL <br />z <br />--- - O <br />8F1-#-# <br />U <br />DRAWN: <br />c <br />LDG <br />o <br />wCHKD <br />L0 <br />X <br />MJP <br />Q <br />a <br />U <br />LqN/,"!%-. U) <br />•E <br />,••D <br />m <br />0 <br />cuiig ec%y.— <br />��`cx; <br />W11. <br />851 fib <br />* <br />= <br />�ATE OF 44/+W 0. •3F46jo. EFg: <br />O <br />03-22-2021 <br />I_ <br />W <br />U <br />REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS ¢ No. Description Date <br />U) <br />- --- O <br />z — z <br />U 0 <br />w <br />H <br />X <br />W S Tsr 6 <br />a <br />(.MII/MFTAI (:ANNF('.TOR FNr.INFFRIN(a <br />