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�- <br />DocuSign Envelope ID 49180716-722C-4488-8 == <br />2 <br />MOISTURE BARRIER <br />BY OTHERS <br />CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />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 />I <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 N0.2 SYP PT PLATE BETWEEN <br />TRUSSES W/ (3) 10d TOENAILS EACH END & <br />MINIMUM (2�" E 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/ ti " <br />UPPER PLT HGT <br />ROOF DECK <br />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <br />h <br />�I CRICKET BY BUILDER <br />u \ <br />\ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT �\ > <br />LOWER PLT HGT <br />& WASHER @ 24" O.C. - <br />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 />KW5 OOD 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 />I II <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <br />I <br />I <br />i <br />8'-0" OR AS SHOWN ON 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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <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 />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 />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 />8'-1" ABOVE OIL <br />F.F.E. 1-7 <br />TOP OF <br />6-1"ABOVE <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E. <br />2'-9" ABOVE OIL <br />F. F. E. <br />0'-9" ABOVE <br />F. F. E. <br />TOP OF <br />CURB <br />F. F. E. <br />LOF OPENING <br />2x6x12 PT — - <br />CENTER BUCK <br />s- <br />DIA. ANCHOR <br />2x4 PT TOP BUCK - <br />2x6 PT BUCK EACH SIDE OF OPENING <br />- PROVIDE (5) fie" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 Y2' <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 Y2" x �16" <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 />_ D <br />0 <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />Q <br />J <br />N <br />z <br />2 <br />D 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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL <br />}-- - -}---- - - -- -- --- <br />I i - ,- <br />i it <br />i <br />i <br />- --i--------- - I <br />I � <br />i <br />PRECAST LINTEL SEE <br />SEE PLAN PLAN <br />i <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />i <br />LAP WALL REINFORCING AS <br />-} -- SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO <br />_ rLL_ GARAGE DOOR OPENINGS. <br />i <br />NO.5 VERT. BAR IN FILLED <br />-�- CELL AT EACH END OF PIER <br />j NO. 5 DOWEL TO MATCH EACH <br />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 />i <br />ji CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />7/ <br />I � i <br />I I � <br />GARAGE SHEAR PIER <br />' TRUSSES NEEDING BRACING <br />O <br />O <br />0 <br />O <br />APEX <br />O <br />c <br />N <br />X <br />O <br />{Lj <br />O- <br />Q <br />BE <br />_CE N <br />c0 <br />- <br />ILL <br />tds <br />W <br />tnu,. design studios <br />j <br />> <br />z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES Q SUITE 100, JACKSONVILLE, FL 32211; <br />U <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <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). : r <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. U) <br />Cll <br />> t' <br />... sue'@�`; <br />'w O LLI <br />3� ar c <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE Q <br />WEB MEMBER SPECIFIED ALTERNATE BRACING <br />SIZE CLR T OR L SCAB <br />2x4 1 ROW 2x4 (1)2x4 } D <br />2x4 2 ROWS 2x6 (2)2x4* U <br />T-BRACE FASTENED TO I Z <br />WEB W/ 10d AT 6" O.C. 2x6 1 ROW 2x4 (1)2x6 W <br />2x6— 2 ROWS 2x6 (2)2x4* (D <br />2x' 8 1 ROW 2x6 (1)2x8 w <br />2x8 2 ROWS 2x6 (2)2x6* 0' <br />-. -. - O <br />L-BRACE FASTENED TO O <br />WEB W/ 10d AT 6" O.C. O <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ~ �/'� <br />SCAB BRACE FASTENED TO ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J <br />WEB W/ 10d AT 6" O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR z W <br />R (2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. (A <br />REQUIRED, APPLY (1) BRACE M <br />TO EACH FACE OF WEB. 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND LJJ <br />GRADE AS WEB TO BE BRACED. w <br />—� Z w <br />m <br />W O w <br />W <br />LU Q <br />W Q z <br />z > Q Q <br />w 0 <br />0 0 J w LLj <br />w Hwy <br />JO 0L X <br />ILL <br />Z <br />O z <br />BOND BEAM - BOND BEAM I-_ 0 <br />° REINFORCEMENT REINFORCEMENT <br />w (SEE WALL SECTION) w _ (SEE WALL SECTION) O <br />z <br />o�' FILL SOLID TO BOND BEAM LU FILL SOLID TO BOND BEAM O <br />U) U) 0 <br />w wLU — • LL <br />cWn =1... Q W <br />.T LINTEL REINFORCEMENT J <br />ABBOTT PARK Q <br />O U <br />J U) <br />8 F - # DEPTH OF LINTEL 8 F -1 - # - DEPTH OF LINTEL ASSEMBLY "d" ILL Q LOT 021-01 0 <br />ASSEMBLY "d" � - � <br />GROUT FILLED LINTEL ASSEMBLY #5 BOTTOM BAR TO EXTEND Z Z <br />NO LESS THAN 1" BEYOND _ z <br />8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END — <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO W <br />8" PRECAST LINTEL. SEE PLAN. O 2021.006619 0 <br />ILL <br />8F-# 8F-1 —# U DRAWN KME O <br />O <br />w U <br />CHKD:U-)-� BOND BEAM x MJP <br />REINFORCEMENT W w <br />_ (SEE WALL SECTION) <br />- Q U <br />x U)Q {Illrr��� <br />LA /y� ��i,, (n <br />COURSING BELOW BOND m ���� ,J•'�C,E•NS' � iD <br />BEAM MAY BE FILLED OR : '•� F % >Z <br />1 UNFILLED W No 85166 > <br />> •—DoApSigned by: <br />0 o O <br />8U8 <br />w -0. O 3F4671 DAC EF 4 � <br />LINTEL MAY BE FILLED Q *10 O R 1.� �'• ���` Z_ <br />OR UNFILLED z '�. S/ONA1-E�.�`% > <br />�rrrrlll{{11��` > <br />8" PRECAST LINTEL. SEE PLAN. C/) Q <br />8 U 8 O_ 05-18-2021 0 <br />H w <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date w <br />U) J <br />(D U) <br />- �' O <br />O Z <br />z <br />= 0 <br />U <br />w <br />H <br />x <br />w S"T=6 <br />CMIJ/MFTAI CONNFCTOR FNGINFFRING <br />