Laserfiche WebLink
I I <br />)ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1 EB <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />.L e <br />MOISTURE BARRIER TYPICAL PORCH <br />BY OTHERS CEILING BOARD PER <br />PLAN. SEE TABLE 2; <br />SHEET ST-1 (PORCH <br />{ <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 />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 />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 />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 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) H2.5T w/ (10) 8d x 1 %" <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 />REINFry RCEMENT PER <br />TRUSS ENGINEERING <br />NG NEERING <br />/ HGAM10) <br />2021 V1.0 <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 />8'-1" ABOVE <br />F.F.E. <br />1ri11i19 <br />GARAGE DOOR Y <br />6-1" ABOVE <br />F.F.E. -- <br />4'-9" ABOVE OIL <br />F.F. E. <br />2'-9" ABOVE <br />F. F. E. <br />0'-9" ABOVE <br />F.F.E. <br />TOP OF <br />CURB <br />F.F.E. <br />J <br />2x6x12 PT -- <br />CENTER BUCK <br />DIA. ANCHOR <br />2x4 PT TOP BUCK <br />(LOF OPENING <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 '/2" 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 />u <br />2 <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 <br />I I I <br />I <br />I I I <br />II I <br />II I I <br />II I I <br />I I <br />I I I <br />I I I <br />I I <br />I I <br />I I I <br />I I I <br />PRECAST LINTEL SEE <br />I I I <br />SEE PLAN PLAN <br />j <br />I <br />EXTEND REINFORCING TO <br />— END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS <br />L - -- SHOWN. <br />I I <br />MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />I <br />VERT. BAR ADJACENT TO <br />I I I GARAGE DOOR OPENINGS. <br />I I <br />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 />l CELL EXTENDING FROM FOOTING <br />l 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 I <br />CONCRETE <br />FOUNDATION WORK <br />TOP OF FINISH PER PLAN <br />FLOOR SLAB <br />I I <br />/7/ <br />I i <br />I I I <br />I ! I <br />/I I <br />\ I I I <br />I I i <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />O <br />U <br />O <br />O O <br />APEX <br />0 <br />0000 a)) <br />d' �c <br />0 O <br />i tTS <br />N <br />N <br />M <br />_j d <br />LL <br />W <br />J <br />J N <br />5; true design studios <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING - MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O_ <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />C) <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 />c <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />W <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. <br />4. ALL FASTENERS ARE.5. <br />11HORION, <br />DESIGNED PER BCSII--63NMOSTI31CURRENTONG EDITION.) <br />tU <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 />J (SEE WALL SECTION) <br />o <br />w FILL SOLID TO BOND BEAM <br />UI -. <br />w <br />U) r <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />0 41 <br />00 <br />CONTINUOUS LATERAL RESTRAINT WEB <br />w <br />< <br />BRACE SUBSTITUTE <br />WEB MEMBER <br />[SPECIFIED <br />ALTERNATE BRACING <br />SIZE <br />CLR <br />T OR L SCAB <br />2x4 <br />1 ROW <br />2x4 <br />(1)2x4 <br />.Q <br />N <br />2x4 <br />2 ROWS 2x6 <br />(2)2x4' <br />U <br />Z <br />2x6 <br />1 ROW 2x4 <br />(1)2x6 <br />W <br />2x6 <br />2 ROWS 2x6 (2)2x4' <br />(D <br />2x8 <br />1 ROW <br />2x6 <br />(1)2x8 <br />W <br />2x8 <br />2 ROWS <br />2x6 <br />(2)2x6' <br />O <br />O <br />SINGLE TRUSS BRACING <br />ti <br />1. INDIVIDUAL WEB BRACING <br />� <br />MAYBE USED WHEN CONTINUOUS LATERAL <br />f� <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 />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />3. INDIVIDUAL WEB BRACING MATERIAL <br />(n <br />TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />W <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 />z J Z Lu <br />m <br />Lu O co <br />� 0 <br />W <br />W <br />z <br />z Q Q <br />LLI m Lu <br />o � J LuLLI <br />LLJ Lu <br />O <br />_1 X <br />LL <br />z <br />Z <br />O z <br />BOND BEAM Q Q <br />REINFORCEMENT <br />Lu (SEE WALL SECTION) O w <br />a z <br />. FILL SOLID TO BOND BEAM O <br />LL <br />LIJ <br />Lu <br />�J Q w <br />70 LINTEL REINFORCEMENT J <br />ABBOTT PARK Q <br />° O <br />° LL LOT 038-03 <br />0 <br />8 F -1 - #�--DEPTH OF LINTEL ASSEMBLY "d" <br />#5 BOTTOM BAR TO EXTEND U Z <br />NO LESS THAN 1 BEYOND Z Ur <br />BEARING AT EACH END } <br />U U) <br />GROUT FILLED LINTEL ASSEMBLY O PROJECT NO w <br />8" PRECAST LINTEL. SEE PLAN. O 2021.006628 0 <br />ILL <br />8F-1 —# = DRAWN O <br />U KME o <br />�CHKD MJP cn <br />W w <br />Q U <br />co; J•.��G•ENs�'9 '� Z <br />w No 85166 Q <br />Z <br />Do Signed by: <br />CTATj <br />U <br />11EF43$. <br />Z ♦♦♦�O N A` E ..%NN �S <br />Q <br />O_ 05-17-2021 p <br />W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description � Date ~ <br />0- Q <br />0 - - -- U) <br />O I— <br />O z <br />Z O <br />= o <br />U <br />w <br />w t ST=6 <br />CMUIMETAL CONNECTOR ENGINEERING <br />