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DocuS.gn Envelope ID. 09989F2D-5C7A-404E-8991-AC81115DFD85 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />` <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />. PLAN. SEE TABLE 2; <br />= SHEET ST-1 (PORCH <br />H 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 />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" ❑ 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/ 1Z" <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />I� TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 tie" <br />SHEATHING TO PT PLATE IN TRUSS <br />W/ 8d COMMON @ 3" O.C. ° <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />CRICKET BY BUILDER <br />LOWER PLT HGT <br />KWJ1WOOD KNEEWALL OVER MASONRY <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMONS 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 BRACE -,- <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 />\ ROOF DECK <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />8'-0" OR AS SHOWN ON PLAN <br />1 <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <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 (V1 <br />3 L 2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1-Y2' <br />2x4 NO.2 SYP BLOCKING BETWEEN <br />OUTLOOKERS. FASTEN EACH <br />BLOCK TO ROOF DECK WITH 8d <br />h COMMON @ 3" O.C. <br />1 <br />GABLE TRUSS <br />�I <br />WALL SHEATHING PER PLAN <br />tl L OR T BRACE VERTICAL <br />REINFORCEMENT PER <br />TRUSS ENGINEERING <br />I HGAM 10) <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 />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 />TOP OF WALL <br />8'-1" ABOVE OIL <br />F.F.E. � • <br />rno nr L I <br />GARAGE DOOR <br />Y <br />1" ABOVE <br />F <br />F.F.E. - <br />4'-9" ABOVE <br />F.F.E. <br />• <br />2'-9" ABOVE <br />OIL <br />F.F.E. <br />0'-9" ABOVE <br />F.F.E. Y <br />TOP OF <br />CURB <br />F.F.E. <br />OLOF OPENING <br />2x6x12 PT <br />CENTER BUCK <br />a" DIA. ANCHOI <br />?vA PT Tr1P <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 ''h" x 1, <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 />0 <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />J <br />in <br />N <br />o <br />FILL BOTH LINTELS SOLID <br />j 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 />PRECAST LINTEL SEE <br />PLAN <br />EXTEND REINFORCING TO <br />r 1 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 />L- - GARAGE DOOR OPENINGS. <br />r i <br />1 <br />NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I <br />1 l <br />NO. 5 DOWEL TO MATCH EACH <br />SOLID FILLED & REINFORCED <br />CELL EXTENDING FROM FOOTING <br />i TO LAP WALL REINFORCING <br />W/ MIN 25" LAP UNLESS NOTED <br />OTHERWISE ON DOWEL & LINTEL <br />MIN <br />PLACEMENT PLAN. 6 " BEND <br />AT BOTTOM. <br />CONCRETE <br />TOP OF FINISH <br />it <br />FOUNDATION WORK <br />PER PLAN <br />FLOOR SLAB <br />i <br />/X71 <br />i <br />GARAGE SHEAR PIER <br />C7 <br />U <br />O <br />O O <br />LO APEX I <br />00 Ci <br />4 tl� <br />O (D <br />O <br />R5 <br />r <br />N <br />M'1-. <br />J <br />LL {= <br />W <br />tds <br />J true design studios a) <br />Z <br />TRUSSES NEEDING BRACING O <br />Y <br />0 9000 REGENCY SQUARE BLVD. a) <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211 0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O �6 <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. LV <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS CT <br />_ <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. F— W <br />4. ALL FASTENERS SH5. DESIGNED PER BCSII--B3NMOSTARE.I31CURRENTONG EDIT ON.) 11HOMN' <br />T" MAX <br />1" MAX <br />=" MAX <br />�" MAX <br />=" MAX <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 />—T !I BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />0 <br />w FILL SOLID TO BOND BEAM <br />U) <br />U <br />° 8 F - #— DEPTH OF LINTEL <br />0 14 c 0 s� <br />W `.8 8 ♦ \� <br />W <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />Q <br />, <br />WEB MEMBER I SPECIFIED ALTERNATE BRACING <br />SIZE CLR TOR L SCAB <br />�l <br />0 <br />2x4 1 ROW x4 (1)2x4 <br />} <br />a)2x4 <br />2 ROWS 2x6 (2)2x4` <br />Z <br />2x6 1 ROW 2x4 (1)2x6 <br />W <br />2x6 2 ROWS 2x6 (2)2x4' <br />(D <br />2x8 1 ROW 2x6 (1)2x8 <br />W <br />2x8 2 ROWS- 2x6 (2)2x6' <br />O <br />This item has been electronically <br />— <br />— — — <br />O <br />signed and sealed by Justin M Lanier, <br />O <br />PE on the date and/or time stamp <br />O <br />tal signature. <br />shownusingcopies <br />SINGLE TRUSS BRACING <br />� <br />of <br />Printed copies of this document are <br />not considered signed and sealed <br />LO <br />and the signature must be verified <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />by a 3rd Party Certificate Authority <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />on any electronic copy / /) <br />V <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 />co <br />MM <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />W <br />GRADE AS WEB TO BE BRACED. <br />W <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 />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />J z w <br />m <br />LLJ O cn <br />W QW <br />z <br />0 i 0 Q <br />W m w o <br />0 Q J W <br />w W <br />OJ X <br />z <br />Z <br />O z <br />BOND BEAM Q 0 <br />REINFORCEMENT x � <br />LU (SEE WALL SECTION) O <br />o h- a. z <br />_ FILL SOLID TO BOND BEAM O a <br />cU) 0 ,L <br />LU <br />Uj Q w <br />` LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O 0 <br />° LJL U) <br />8 F -1 - #►--DEPTH OF LINTEL ASSEMBLY "d" Q LOT 034-01 0 LILI <br />F-- <br />#5 BOTTOM BAR TO EXTEND z z <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END } <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.011080 0 <br />LL <br />Z- - - - -- O <br />8F-1 -# 1:DRAWN <br />0 KME o <br />�CHKD MJP U) <br />L7 <br />a, J <br />Q U <br />``%.%%5 (1N LANj, <br />No 85166 <br />Z Z * DocuSigned by: �� •� Q <br />i ' 4VSAE435.. <br />o <br />Q '-tee <1` •' ., O R 1 P' G� �•`` Z <br />Z 10 N A11 Et <br />Q <br />_O 09/16/2021 0 <br />F- W <br />0 REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date j ~ <br />J � <br />O z <br />Z O <br />= 0 <br />0 <br />W <br />X <br />LLI ST=6 11 <br />d <br />CMUIMETAL CONNECTOR ENGINEERING <br />