Laserfiche WebLink
DocuSign Envelope ID: 4494450E-FF7444A2-BCD1-E858947E9096 <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 BRACIr <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 />FASTEN ROOF DECK TO <br />FRAMING @ 3" O.C. ON <br />EDGE, 6" O.C. IN FIELD <br />WITH RSRS-01 <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1)H2.5Tw/(10)8dx1'/V <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 />8'-0" OR AS SHOWN ON PLAN 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 />FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR 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 />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 />TYPICAL ROOF <br />DECK SHEATHING <br />\ <br />MAX 3'-0" OVERHANG <br />- CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />2x SYP BLOCK W/ (2) 0.131" x 3" <br />END- OR TOE -NAILS EACH END <br />u <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />ATTACH SOFFIT TO 2x BLOCK <br />2x SYP NAILER (IF REQ'D): <br />OR UNDERSIDE OF 2x FASCIA <br />• TO WOOD FRAME: (2) 0.131" <br />PER MANUFACTURER <br />x 3" NAILS @EACH STUD, <br />MAX 12" SPAN <br />1x2 SYP NAILING STRIPS TO BLOCK / NAILER <br />MAX 24" O.C. <br />W/ (1) 0.131" x 2%2' NAIL EACH INTERSECTION <br />• TO CMU w/ PT NAILER: <br />(2) ROWS 3/6" x 23/4" <br />TAPCONS @ MAX 24" O.C. <br />_ <br />EE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />APACITY OF THIS DETAIL IS THE LESSER OF: <br />F11) <br />CHANNEL REQUIREMENTS <br />SOFFIT MANUFACTURER ALLOWABLE <br />PER MANUFACTURER <br />PRESSURE. <br />2) +/-57.4 psf. - __- <br />SOFFIT W/ MULTIPLE SPANS <br />TYPICAL ROOF <br />DECK SHEATHING <br />CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />2x SYP BLOCK W/ (2) 0.131" x 3" <br />END- OR TOE -NAILS EACH END <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />2x SYP NAILER (IF REQ'D): - - ATTACH SOFFIT TO 2x BLOCK <br />• TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA <br />@ EACH STUD, MAX 24" O.C. PER MANUFACTURER <br />• TO CMU w/ PT NAILER: (2) ROWS 3/ fi' x MAX 16" SPAN <br />23/4" TAPCONS @ MAX 24" O.C. <br />CHANNEL REQUIREMENTS <br />PER MANUFACTURER SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />CAPACITY OF THIS DETAIL IS THE LESSER OF: <br />1) SOFFIT MANUFACTURER ALLOWABLE <br />PRESSURE. <br />2) +/-340 psf. <br />SOFFIT W/ SINGLE SPAN <br />SF OFFIT DETAILS <br />Soffit detail is intended to convey connections between members in the <br />supporting structural frame, not the soffit connections to those members. <br />Product manufacturer and evaluating engineer retain responsibility for <br />d individual soffit products and their connection to supporting structural frame. <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS 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 />BOND BEAM <br />REINFORCEMENT <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 />r PRE -CAST LINTEL <br />#5 CONT. PER PLAN <br />(1) #5 BAR AT CORNER 1 [n <br />W/ MIN. 25" LAP ti N <br />z <br />'I <br />#5 CONT. <br />-T G FILL BOTH LINTELS SOLID <br />- _v _ W/ CONTINUOUS POUR T <br />PRE -CAST LINTEL PER PLAN <br />MITER -CUT LINTELS AT CORNER, <br />CORNER TO BE TEMPORARILY <br />SHORED FOR MIN (7) DAYS <br />LINTEL -REINFORCING AT CORNER <br />w'i <br />(SEE WALL SECTION) <br />Lu <br />of <br />w IFILL <br />SOLID TO BOND BEAM <br />w <br />~- <br />8 F - <br />DEPTH OF LINTEL <br />I i <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL, SEE PLAN. <br />BOND BEAM <br />REINFORCEMENT <br />' <br />(SEE WALL SECTION) <br />COURSING BELOW BOND <br />j <br />BEAM MAY BE FILLED OR <br />1 <br />UNFILLED <br />' <br />8U8 <br />- <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />-- -- <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />--- —~- BOND BEAM <br />° REINFORCEMENT <br />J r (SEE WALL SECTION) <br />='I - FILL SOLID TO BOND BEAM <br />� - - <br />w. <br />W 1 LINTEL REINFORCEMENT <br />8 F -1 # - DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND <br />NO LESS THAN 1" BEYOND <br />BEARING AT EACH END <br />--- --- -- GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />8F-1—# <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />TRUSSES NEEDING BRACING <br />©I <br />I <br />O <br />O <br />a <br />0 <br />C4 <br />CN <br />APES <br />O <br />O <br />N <br />Q <br />co <br />N <br />N <br />M <br />LL <br />t <br />W <br />S <br />J <br />� <br />true design studios <br />O <br />W <br />U <br />9000 REGENCY SQUARE BLVD. <br />a) <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />—� <br />O <br />Q <br />LATERAL BRACING - MULTIPLE TRUSSES LU <br />W � <br />C7 <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). ? 0) <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY �'� `0 <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATEU <br />BRACING DETAILS. N <br />0' <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS 0 <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). J <br />5. DESIGNED PER BCSI-B3, MOST CURRENT EDITION. 00 <br />AX <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 />a,X TO EACH FACE OF WEB. <br />TOP OF WALL <br />8'-1" ABOVE <br />1 <br />rLOF OPENING <br />F. F. E. <br />2x6xl2 PT - -, <br />CENTER BUCK <br />\ <br />TOP OF <br />GARAGE DOOR <br />6'-1 'ABOVE_._____ <br />- - - <br />� <br />-- <br />--- <br />F E F. E. <br />a8" DIA. ANCHOR <br />4'-9" ABOVE <br />2,<4 PT TOP BUCK <br />F.F.E. <br />ry <br />2x6 PT BUCK EACH SIDE OF OPENING <br />2'-9" ABOVE \ <br />F. F. E. <br />j PROVIDE (5) 48" DIA. J-BOLT OR LARGE <br />DIAMETER SCREW ANCHOR wl 5 '/2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE 1 %." x 4,," <br />U-9" ABOVE _ f THICK WASHER w/ EACH ANCHOR. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF <br />CURB <br />i <br />F. F. E. / <br />y <br />TOP OF <br />GARAGE DOOR JAMB DETAIL FLOOR <br />\i\ <br />Q <br />� <br />d <br />CONTINUOUS LATERAL RESTRAINT WEB <br />l BRACE SUBSTITUTE <br />WEB MEMBER <br />SPECIFIED <br />ALTERNATE BRACING <br />SIZE <br />CLR_ <br />TOR L SCAB <br />�1 2x4 _ <br />1 ROW <br />2x4 (1)2x4 <br />2x4 <br />2 ROWS <br />2x6 (2)2x4" <br />2x6 <br />1 ROW <br />2x4 <br />(1)2x6 <br />2x6 <br />2 ROWS <br />2X6 <br />(2)2x4" <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />i 2x8 <br />2 ROWS <br />2x6 <br />(2)2x6" <br />CA <br />U <br />Z <br />W <br />W <br />O <br />O <br />O <br />O <br />ti <br />I <br />SINGLE TRUSS BRACING <br />u7 <br />III - <br />O <br />Cn <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />Z <br />Uj <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />(%j <br />LU <br />MU)M <br />W <br />Z <br />um <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />Uj <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />W <br />z <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />m <br />O <br />v <br />V ) <br />of <br />LU <br />W <br />W <br />VERTICAL BARS TO EXTEND TO Z O <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM W > Q 0 <br />----------------- o Uj <br />W <br />V w� <br />0 �. Lu x <br />LL LL <br />- Z T has been electronically <br />O signe sealed by Justin M Lanier, 0 <br />I- PE on the date and/or time stamp <br />Q shown using a digital signature. Q <br />W Printed copies of this document are LLI <br />0 not considered signed and sealed I— <br />a- and the signature must be verified Z <br />-------- .. by a 3rd Party Certificate Authority <br />O on any electronic copy d <br />U U- <br />Uj <br />Abbott Park <br />O U <br />PRECAST LINTEL SEE J <br />PLAN ¢ LOT 032-03 w <br />EXTEND REINFORCING TO Z Z <br />END OF PIER W/ 6" BEND TO z <br />LAP WALL REINFORCING AS <br />SHOWN. C9 PROJECT NO: 11J <br />MIN (2) SOLID FILLED & O 2021.009227 <br />REINFORCED CELLS W/ NO.5 11- <br />VERT. BAR ADJACENT TO Z DRAWN: O <br />GARAGE DOOR OPENINGS. V CD o <br />LLI O <br />NO.5 VERT. BAR IN FILLED F- CHKD: In <br />CELL AT EACH END OF PIER X MJP <br />W LU <br />NO. 5 DOWEL TO MATCH EACH Q Q <br />SOLID FILLED & REINFORCED XX ���Itrrrrrr� U <br />CELL EXTENDING FROM FOOTING <br />TO LAP WALL REINFORCING N S •;Ci9 ����� <br />W/ MIN 25" LAP UNLESS NOTED ��� .•'�, �` •. 0 <br />OTHERWISE ON DOWEL & LINTEL m : 0 Z <br />PLACEMENT PLAN. MIN 6" BEND 0 NO 85166 <br />AT BOTTOM. Z * ; Docuignod by: <br />CONCRETE O O: ST A) �14, , <br />F4 A EFF435..• <br />FOUNDATION WORK LU AN'%k4 O Q••�\�,�� (/) <br />PER PLAN ����` • ••0 R I , �% C� <br />Z i,��� N A1-E� .�`% Z_ <br />U) <br />a <br />O 07-29-2021 p <br />_----------- - - - --- H W <br />N <br />U REVISIONS: w <br />X \ LL _ <br />\ Q No. Description Date <br />/ / / W <br />\ / x (n J <br />\ \ } a <br />0 F- <br />GARAGE SHEAR PIER z a <br />U � <br />W <br />I— <br />X <br />ST=6 <br />a. <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />