Laserfiche WebLink
DocuSign Envelope ID: EA8BCDBC-DD2F-44E5-B876-94E431A586DA <br />0 <br />• - - H— - 11 1- <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />MOISTURE BARRIERI • J,' •, TYPICAL PORCH <br />BY OTHERS l_� " CEILING BOARD PER <br />PLAN, SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />CEILING BOARD) <br />TYPICAL PORCH SHEATHING <br />DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <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 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 />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 />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/ 9" OR LESS OVERHANGS. <br />8'-1" ABOVE <br />F.F.E. <br />ROOFDECK <br />ROOF TRUSS <br />TOP OF <br />OR RAFTER <br />GARAGE DOOR OIL <br />6-1" ABOVE Ilk <br />F.F.E. <br />SUB FASCIA <br />ABOVE jk <br />4'-9F. <br />F.F.E. <br />F. <br />MOISTURE BARRIER <br />BY OTHERS <br />2'-9" ABOVE OIL <br />MASONRY LINTEL F.F.E. <br />PER PLAN <br />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />'/ HGAM 10) <br />2021 V1.0 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'/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 />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 '/2" <br />(NOTE: IF META20 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR MSTAM36) <br />q_OF OPENING <br />2x6x12 PT <br />CENTEF - <br />DIA. ANCHOI <br />2x4 PT TOP uu�Fx <br />- 2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) �6" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR w/ 5 ''/z" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 1/2" x �16" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB <br />F.F.E. OIL <br />GARAGE DOOR JAMB DETAIL <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <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 />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />TOP OF WALL _ <br />-- -I ---i - - - ----- --- -- -- <br />I <br />I I <br />I <br />-- - - - - - <br />I <br />I <br />! <br />I I I <br />PRECAST LINTEL SEE <br />SEE PLAN -r - PLAN <br />I <br />I <br />EXTEND REINFORCING TO <br />- END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />I I I <br />SHOWN. <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ N0.5 <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 />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 />l AT BOTTOM. <br />II II II <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I <br />I <br />II i I - <br />/ T T <br />/ <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />v <br />E <br />C3 <br />O � <br />O <br />APEX <br />O tU <br />O � <br />I T_ N <br />BE <br />CE, N <br />co <br />J <br />LL <br />Ld <br />tds <br />� <br />J <br />J <br />true design studios <br />�i <br />� <br />Z <br />0 <br />U <br />9000 REGENCY SQUARE BLVD. <br />-� <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />O <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />O <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />LLI <br />� <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />CF. <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). <br />— <br />C/) <br />s" <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. <br />N <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 />w . J (SEE WALL SECTION) <br />of <br />w - FILL SOLID TO BOND BEAM <br />U. <br />U) <br />W <br />U) - <br />-A - <br />8 F - DEPTH OF LINTEL <br />m� 1A(4441.5, <br />ago <br />W <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />Q <br />C• <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE BRACING <br />SIZE <br />CLR T OR L SCAB <br />I <br />(n <br />12x4 <br />1 ROW <br />2x4 (1)2x4 <br />N <br />2x4 <br />2 ROWS <br />2x6 (2)2x4* <br />Z <br />2x6 <br />1 ROW <br />2x4 (1)2x6 <br />W <br />2x6 <br />2 ROWS <br />2x6 (2)2x4* <br />(� <br />2x8 <br />2x8 <br />1 ROW <br />2 ROWS <br />2x6 (1)2x8 <br />2x6 <br />LLI <br />— - - <br />(2)2x6* <br />- - - <br />O <br />O <br />O <br />SINGLE TRUSS BRACING <br />O <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />LO <br />t` <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />O <br />co <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 />W <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 />�7BEAM 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 />z Z w U) <br />m <br />W ow <br />� QW <br />W Q z O <br />> 0 Q <br />LU m w <br />LU <br />0 J w 2 <br />w ti <br />OJILL �' X <br />z � <br />=, <br />o z <br />BOND BEAM <br />— REINFORCEMENT <br />w (SEE WALL SECTION) LU <br />0 LU <br />Lu <br />FILL SOLID TO BOND BEAM O a <br />U) U LL <br />w <br />` LINTEL REINFORCEMENT J <br />o Abbott Park U <br />o <br />JL LU) <br />8 F -1 - #f—DEPTH OF LINTEL ASSEMBLY "d" Q LOT 029-02LLI <br />0 <br />H <br />#5 BOTTOM BAR TO EXTEND U z <br />NO LESS THAN 1" BEYOND Z Ur <br />BEARING AT EACH END — <br />0 <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO Q <br />8" PRECAST LINTEL. SEE PLAN. O 2021.009238 <br />DRAWN: 0 <br />8 F-1-##-# U JAR o <br />O <br />wCHKD: IUD <br />MJP U) <br />a J <br />Q Q <br />Q • Db���j��b � >Z <br />Y: <br />W*; •*� <br />3: = -'o - L 3F4671 DACDEF435.' Q <br />Q �"G ' STATE OF ' 441441 <br />, <br />Q 'i�� ss/ • • • C, Z <br />co , <br />Q <br />O_ 07-28-2021 p <br />F- W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. I Description Date <br />W <br />IQ <br />co <br />Z <br />z <br />_ 0 <br />U � <br />W <br />I- <br />X ST=6 <br />W <br />d <br />CMU/METAL CONNECTOR ENGINEERING <br />