Laserfiche WebLink
DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />w FILL SOLID TO BOND BEAM <br />w <br />w <br />"v .~ <br />8 F - #— DEPTH OF LINTEL <br />ASSEMBLY "d" <br />11 <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 />0 0 <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />J <br />0 <br />w <br />U <br />w <br />w <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />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 />PROVIDE FLASHING AT <br />WALL INTERSECTION <br />2x8 SYP PT LEDGER TO <br />BLOCKING W/ (2) ROWS <br />10d @ 8" O.C. STAGGERE <br />2x8 SYP PT RAFTERS @ <br />12" O.C. W/ (3) 10d <br />TOE -NAILS TO LEDGER <br />AND (2) 10d TOE -NAILS T <br />BEAM <br />2x12 SYP PT BEAM W/ <br />(3) 10d TOE -NAILS TO <br />EACH BRACKET <br />PREMANUFACTURED <br />4x4 STRUCTURAL <br />BRACKET BY BUILDER <br />TYPICAL PRE -CAST LINTEL OPTIONS <br />8'-1" ABOVE <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6'-1" ABOVE <br />4'-9" ABOVE <br />F.F.E. - <br />ABOVE <br />F.F.E.F.F. <br />E. <br />(0l <br />r- <br />2x6x12 PT <br />CENTER E <br />4e' DIA. ANCHOR <br />2x4 PT TOP <br />BUCK <br />4.OF 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 />0'-9" ABOVE <br />EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16" <br />THICK WASHER w/ EACH ANCHOR. <br />F.F.E. <br />(1st BOLT TO BE 9" MAX. ABOVE CURB.) <br />TOP OF _ <br />CURB - - <br />F.F.E. <br />GARAGE DOOR JAMB DETAIL <br />2x6 NO.2 SYP CONT. NAILER -- <br />FASTEN CONTINUOUS NAILERS <br />• TO MIN 3" DEEP SOLID <br />FRAMING WITH (2) %" x 4'/i' <br />LAGS OR WOOD SCREWS @ <br />MAX 16" <br />• SOLID FILLED MASONRY <br />W/(2) ROWS %" x 3" TITEN OR <br />TAPCON @ 12" O.C. <br />STAGGERED <br />TOP CHORD/RAFTER TO <br />NAILER W/ MIN (4) 8D <br />COMMON TOE -NAILS <br />PRE -MANUFACTURED <br />ROOF TRUSS OR 2x4 <br />NO.2 SYP AT 24" O.C. <br />FASTENED TOGETHER <br />WITH (6) 8D COMMON. <br />MAX 4'-0" <br />2x4 NO.2 SYP CONT. NAILER <br />- SHEATH ASSEMBLY FULLY PER <br />STRUCTURAL PANEL SPECIFICATIONS, <br />ST-1, FOR ROOF SHEATHING. <br />FASTEN EACH TRUSS/JOIST TO NAILER <br />W/ MIN (4) 8D COMMON TOE -NAILS. <br />D4 SHED ROOF DETAIL <br />MOISTURE BARRIEF <br />BY OTHERS <br />(2) 2x8 SYP BLOCKING W/ (3) 10d TOE -NAILS <br />EACH END. <br />BRACKET TO SUPPORTING MEMBER W/ <br />44' ❑ GALVANIZED THRU BOLT W/ NUT AND 2" <br />SQUARE x14" THICK WASHER AT EACH END. <br />COUNTERSINK AS NEEDED <br />T TRELLIS DETAIL AT GARAGE <br />MOISTURE BARRIER <br />BY OTHERS <br />TYPICAL PORCH SHEATHING DETAIL <br />AT MASONRY EXTERIOR WALL <br />(THIS DETAIL IS REQUIRED AT ALL COVERED <br />PORCHES UNLESS NOTED OTHERWISE) <br />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />(PORCH 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 COMM NS 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 <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 />ROOFTRUSS <br />OR RAFTER <br />SUB FASCIA <br />tE BARRIER <br />RS <br />Y LINTEL <br />V <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />PORCH BEAM <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 />TRUSSES NEEDING BRACING <br />LATERAL BRACING - MULTIPLE TRUSSES <br />1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <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). <br />5. DESIGNED PER BCSI-133, MOST CURRENT EDITION. <br />_" MAX <br />_" MAX <br />J6" MAX <br />_" MAX <br />I6" MAX <br />T_" MAX <br />2x4 SYP OUTRIGGER @ 24" O.C. <br />CLIP TO GABLE TOP CHORD WITH <br />(1) H2.5T w/ (10) 8d x 1 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 />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 />TOP OF FINISH <br />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />WEB MEMBER SPECIFIED I ALTERNATE BRACING_ <br />SIZE CLR ITORL_ SCAB <br />2x4 1 ROW 2x4 (1)2x4 <br />2x4 2 ROWS 2x6 (2)2x4* <br />T-BRACE FASTENED TO <br />---- - <br />WEB W/ 10d AT 6" O.C. <br />2x6 1 ROW 2x4 (1)2x6 <br />2x6 2 ROWS 2x6 (2)2x4* <br />2x8 -- 1 ROW 2x6 (1)2x8 <br />2x8 2 ROWS 2x6 (2)2x6* <br />L-BRACE FASTENED TO <br />WEB W/ 10d AT 6" O.C. <br />SINGLE TRUSS BRACING <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />SCAB BRACE FASTENED TO <br />ALTERNATIVE WEB BRACING METHOD IS DESIRED. <br />WEB W/ 10d AT 6" O.C. <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />*IF (2) BRACES ARE <br />REQUIRED, APPLY (1) BRACE <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />TO EACH FACE OF WEB. <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED <br />I � � <br />-I------------- <br />X, <br />I <br />� � I <br />i i I <br />-'---- ----- = <br />VERTICAL BARS TO EXTEND TO <br />TOP OF WALL AS SHOWN. MIN <br />6" BEND INTO BOND BEAM <br />LO <br />ti <br />O <br />Z APEX <br />W <br />W <br />CA <br />m <br />W <br />W <br />Z_ <br />(D <br />Z tds <br />W <br />Q true design studios <br />0 <br />0 <br />_j 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Z <br />z 904.821.5200 <br />0 <br />W <br />01HOMON' <br />U <br />0 <br />E i <br />0 <br />J <br />LL <br />Q <br />Z <br />} <br />0 <br />J <br />0 <br />Z <br />= <br />U <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />LU <br />W <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />X <br />W <br />jnd the signature must be verified <br />y a 3rd Party Certificate Authority <br />Qn <br />any electronic copy <br />Uj <br />Q <br />W <br />W 0 <br />0� <br />fb <br />o <br />= z <br />w <br />�W/� <br />O VJ <br />a - <br />0 <br />W <br />-� Q O <br />Z <br />Q <br />:DW <br />J W <br />0 <br />W <br />�------- � WW � Q <br />H 0 <br />t LL. LILI <br />z> <br />Cn X <br />} <br />(D <br />0 Z <br />O 0 <br />-- - Q Z <br />z W <br />U ~ <br />Z <br />Abbott Park a <br />X <br />PRECAST LINTEL SEE W LL <br />PLAN Q LOT 027-03-1 B W <br />J <br />Q <br />EXTEND REINFORCING TO U <br />END OF PIER W/ 6" BEND TO Cn <br />LAP WALL REINFORCING AS 0 <br />SHOWN. PROJECT NO: �- <br />MIN (2) SOLID FILLED & 2021.012596 z <br />REINFORCED CELLS W/ NO.5 _ _ (..U' <br />VERT. BAR ADJACENT TO DRAWN <br />GARAGE DOOR OPENINGS. CD W <br />NO.5 VERT. BAR IN FILLED c""D M JP LL <br />CELL AT EACH END OF PIER 0 <br />0 <br />NO. 5 DOWEL TO MATCH EACH C:) <br />SOLID FILLED & REINFORCED LO <br />CELL EXTENDING FROM FOOTING ,��11111111���/�� <br />TO LAP WALL REINFORCING �� S~<�N LANj ���� w <br />W/ MIN 25" LAP UNLESS NOTED ,��� JJ•'� C•E N s • F'4 <br />i Q <br />OTHERWISE ON DOWEL & LINTEL •• V F•'•* U <br />PLACEMENT PLAN. MIN 6" BEND NO 85166 ! CO <br />AT BOTTOM. Z f^ <br />Doc*Signed by: 0 <br />CONCRETE E <br />Z <br />FOUNDATION WORK ��ATE OF : �; <br />O 3F4671DAC0EF4.5 �/ <br />PER PLAN 0, T � A14 O ` � P•*. �7. Q <br />N A E % %�. <br />/1I11 <br />11-01-2021 0 <br />--------- Z <br />REVISIONS: <br />X/x <br />NO. Description Date <br />/ W <br />W <br />GARAGE SHEAR PIER FT- <br />U) <br />I- <br />0 <br />ST=6 z <br />0 <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />