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r30Sign Envelope ID: 81B96B41-3A94-477C-9B97-50718OD95065 <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER J <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH A <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 />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" 0 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/ <br />x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT <br />& WASHER @ 24" O.C. <br />SHEATHING TO PT PLATE <br />W/ 8d COMMON @ 3" O.C. <br />UPPER <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 />FASTEN 2x4 NO.2 SYP NAILERS <br />TO SOLID FRAMING W/ (3) <br />0.131"x3" RING SHANK AT 16" O.C. <br />CRICKET BY BUILDER <br />o <br />8'-1" ABOVE J 4.OF OPENING <br />F.F.E. 2x6x12 PT <br />CENTER BUCK <br />TOP OF <br />GARAGE DOOR <br />6'-1" ABOVE -- <br />F.F.E. <br />1_� <br />48' DIA. ANCHOR <br />4'-9" ABOVE J1 2x4 PT TOP BUCK-- - <br />F.F.E <br />2x6 PT BUCK EACH SIDE OF OPENING <br />2'-9" ABOVE <br />F.F.E. <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 M." x 4,," <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />RAFTER TO NAILER W/ TOP OF <br />MIN (4) 8D COMMON CURB - <br />TOE NAIL <br />2x4 NO.2 SYP AT 24" O.C. F.F.E. <br />FASTENED TOGETHER <br />WITH (4) 8D COMMON. <br />GARAGE DOOR JAMB DETAIL <br />VP <br />CD1 SHED OF DETAIL <br />LOWER PLT HGT <br />TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1" <br />IN TRUSS <br />i <br />IF TRUSSES AT RAISED FRONT ENTRY ARE NOT AT ELEVATION <br />HEIGHT, BUILD UP PER THE FOLLOWING DETAIL - <br />,�,,,,� WOOD KNEEWALL OVER MASONRY <br />KW5 <br />BLOCK PANEL EDGES --� <br />WITHIN 4'-0" OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMM NS EACH END ROOF DECK <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON EDGE, <br />6" O.C. IN FIELD WITH 8d <br />RINGSHANKS I <br />PROVIDE PANEL <br />EDGE BLOCKING FOR <br />NON -DROPPED GABLE <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 <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/ 12" OR LESS OVERHANGS. <br />L <br />2x4 SYP OUTRIGGER @ 24" O.0 <br />CLIP TO GABLE TOP CHORD WITH <br />_...__.__ (1) H2.5T w/ (10) 8d x 1 '/2' <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 />'/ HGAM 10) <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-Y2' <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />0 <br />g <br />Cn <br />N <br />z <br />v <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 />TOP OF WALL Ak <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />I I I <br />I I I <br />I I I <br />I � I <br />I <br />I I I <br />I � I <br />II I <br />II I I <br />I <br />I <br />I I I <br />I I I <br />I I <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />PLAN <br />SEE PLAN - <br />EXTEND REINFORCING TO <br />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 />GARAGE DOOR OPENINGS. <br />I ! NO.5 VERT. BAR IN FILLED <br />CELL AT EACH END OF PIER <br />I I <br />l 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 />l PLACEMENT PLAN. MIN 6" BEND <br />AT BOTTOM. <br />II II II <br />l CONCRETE <br />l i l FOUNDATION WORK <br />TOP OF FINISH Lr ___. I PER PLAN <br />FLOOR SLAB <br />I I I <br />---------------- <br />I I I <br />I I I <br />\I <br />\ I \ N <br />I I I <br />GARAGE SHEAR PIER <br />T„ MAX <br />T, MAX <br />T, <br />T" MAX <br />=6" MAX <br />T" <br />O <br />U <br />d <br />O O <br />CN <br />APEX N U <br />O N <br />0 N <br />� N <br />N <br />M a <br />LL <br />W <br />tds J <br />J <br />true design studios (D <br />Z <br />p <br />U) <br />U 9000 REGENCY SQUARE BLVD. 4) <br />LATERAL BRACING -MULTIPLE TRUSSES <[ SUITE 100,JACKSONVILLE,FL32211 cn <br />O_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). O 'O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY O <br />co <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 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). � 0sft*H0ff0N' a)5. DESIGNED PER BCSI-133, 2007. <br />:3 <br />J <br />00 <br />030 <br />TRUSSES NEEDING BRACING <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 />MAX TO EACH FACE OF WEB. <br />BOND BEAM <br />REINFORCEMENT <br />LU _ (SEE WALL SECTION) <br />0 <br />uJ FILL SOLID TO BOND BEAM <br />U _ <br />w <br />UWi <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE Q <br />WEBMEMBER SPECIFIED ALTERNATE BRACING <br />❑ :9 <br />SIZE CLR T OR L SCAB <br />2x4 1 ROW 2x4 (1)2x4 > <br />2x4 2 ROWS �I 2x6 (2)2x4' Z > <br />2x6 - --- 1 ROW - 2x4 (1)2x6 W <br />2x6 2 ROWS 2x6 (2)2x4' 0 <br />2x8 1 ROW T2x6 (1)2x8 � <br />2x8 2 ROWS 2x6 - l (2)2x6' <br />d <br />O <br />SINGLE TRUSS BRACING <br />Ri- <br />1 INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL rl- <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN r <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V) <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z W <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. co M <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W W <br />GRADE AS WEB TO BE BRACED. <br />\ , <br />0 8 F - 4 DEPTH OF LINTEL <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 />4�c <br />o-8U8 0 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />-� Z W <br />co Uj O w <br />w <br />W 0 W Q <br />0 > a <br />LU w❑ <br />o J W W <br />0 W Uj <br />LL � LL � <br />Z � <br />O Z <br />BOND BEAM O <br />REINFORCEMENT w <br />w (SEE WALL SECTION) <br />a Z <br />_ _ -- FILL SOLID TO BOND BEAM O d <br />U) U LL <br />Lu <br />LU <br />LINTEL REINFORCEMENT 0 J <br />IY Abbott Park Q <br />O U <br />LL <br />8 F -1 - #—DEPTH OF LINTEL ASSEMBLY "d" Q LOT 043-03 _ w <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1" BEYOND Z <br />BEARING AT EACH END y. cn <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2020.005388 ❑ <br />LL <br />8F-1-# U DRAWN DO O <br />O <br />w CHKD'. L0 <br />EAF <br />x <br />Q Q <br />X U <br />m .� %� E N .... <br />z <br />❑ W ®off d by. � <br />�• r <br />Z * <br />J _ 9 <br />��� ��� ❑ <br />O . <br />T -CSp � <br />%�• 3F4&1DkCDE�.. (� <br />�'O�t� •'c� 4 R P'�� �� 0 <br />♦♦'-.S �O N Al ; �% <br />_O 07-10-20 p <br />H W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date I-_ <br />-- ---- -- --- w <br />(n J <br />Q <br />-_ - U) <br />--- -- -- O <br />O <br />Z Z - - - ---- -- -- -- - <br />2 O <br />U ❑ <br />W <br />X <br />W ST <br />d <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />