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1 <br />y <br />r <br />MOISTURE BARRIER <br />BY OTHERS <br />#5 CONT. <br />(1) #5 BAR AT CORNER <br />W/ MIN. 25" LAP <br />#5 CONT. <br />UPLIFT CONNECTION PE <br />TYPICAL WALL SECTION <br />1. TYPICAL PORCH <br />CEILING BOARD PER ! <br />�. • PLAN. SEE TABLE 2; <br />nJ <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 />v <br />Zs-- ........... <br /><. v <br />PRE -CAST LINTEL <br />PER PLAN <br />a <br />to <br />N <br />Z_ <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 />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 BRAC1- <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 4'4' OF GABLE <br />TRUSS (EDGEWISE <br />OR FLATWISE) <br />ROOF DEC <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 (W/ HGAM 10 <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 />ROOF DECK <br />ROOF TRUSS <br />OR RAFTER <br />SUB FASCIA <br />MOISTURE BARRIER <br />BY OTHERS <br />MASONRY LINTEL <br />PER PLAN <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 />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%' <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 />TOP OF <br />6'-1" ABOVE <br />F.F.E. <br />ABOVE___ <br />F.F.E.F.F. <br />2'-9" ABOVE _ <br />F.F.E. <br />�J rLOF OPENING <br />r 2x6x12 PT <br />CENTER BUCK <br />I- <br />I ! <br />" DIA. ANCHOR <br />2x4 PT TOP BUCK <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 ''/:" x 44, <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. <br />GARAGE DOOR JAMB DETAIL <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 - ---L <br />i L--... _ --- <br />7�i <br />I I I <br />i l i i I <br />-_I-I---------------------- - <br />I I <br />! I I <br />i <br />PRECAST LINTEL SEE <br />PLAN <br />SEE PLAN <br />EXTEND REINFORCING TO <br />END OF PIER W/ 6" BEND TO <br />I i I LAP WALL REINFORCING AS <br />SHOWN. <br />I .......- ............. _.... _.......... ........... MIN (2) SOLID FILLED & <br />REINFORCED CELLS W/ NO.5 <br />I <br />I I VERT. BAR ADJACENT TO <br />GARAGE DOOR OPENINGS. <br />I i ! <br />I NO.5 VERT. BAR IN FILLED <br />L I_- 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 />1 ...... - OTHERWISE ON DOWEL & LINTEL <br />PLACEMENT PLAN. MIN 6" BEND <br />i <br />l AT BOTTOM. <br />! CONCRETE <br />I ! FOUNDATION WORK <br />TOP OF FINISH l_ i I PER PLAN <br />FLOOR SLAB <br />F -� — <br />I ! I <br />I I I <br />i I <br />I I......... - ............._._..__ -..... ---.............. <br />I <br />XX <br />\\X" <br />/\/ - ------- -- X// <br />\ <br />X\/\\ <br />GARAGE SHEAR PIER <br />TRUSSES NEEDING BRACING <br />E <br />o <br />O a <br />O <br />LID <br />APEX 0 <br />0 N 0 Q <br />� (is <br />N <br />M <br />W tds i7i <br />J <br />J true design studios N4) <br />Z > <br />.................__._.......................... <br />_ O <br />U 9000 REGENCY SQUARE BLVD. <br />LATERAL BRACING -MULTIPLE TRUSSES <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />�i <br />O_ <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 />- <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. <br />W <br />� <br />C: <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS <br />)- <br />_ <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.4. ALL FASTENERS <br />N 007 .131" x 3" LONG (UNO). <br />0� � � <br />5. DESIGNED PER BCSI-B <br />. <br />a) <br />-T6" MAX <br />MAX <br />�6" MAX <br />MAX <br />T" MAX <br />6" MAX <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 />CONTINUOUS LATERAL RESTRAINT WEB <br />BRACE SUBSTITUTE <br />.. _ . ................ .... _.......... <br />WEB MEMBER <br />SPECIFIED ALTERNATE BRACING <br />?T <br />SIZE <br />CLR OR L SCAB <br />................ _.............. , <br />2x4 <br />- ...-._........ ........ <br />1 ROW 2x4 <br />. <br />(1)2x4 <br />2x4 <br />2 ROWS 2x6 <br />(2)2x4• <br />2x6 - _. <br />1 ROW 2x4 <br />(1)2x6 <br />2x6 ! <br />2 ROWS 2x6 <br />(2)2x4' <br />2x8 <br />1 ROW ! 2x6 <br />(1)2x8 <br />2x8 <br />2 ROWS 2x6 <br />(2)2x6' <br />:3 <br />m r <br />W <br />li Q <br />CD <br />U <br />Z <br />W <br />0 <br />W <br />O <br />i....._......---._...... _..____.._._.-.._._......................... _.. <br />O <br />O <br />O <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 />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. (n <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />UJ <br />w ! "! <br />8 F - #--•-- DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />- COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />7�` <br />UNFILLED <br />" <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />•-� Z w <br />m W O <br />Uj <br />W Q <br />W <br />Z <br />> Q Q <br />LU m W w <br />W <br />Q W W <br />O <br />L X <br />Z aO Z <br />__ .... — p <br />BOND BEAM <br />o••� REINFORCEMENT <br />W <br />w (SEE WALL SECTION) O �. <br />Z <br />w ! FILL SOLID TO BOND BEAM O <br />U U- <br />' LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O U <br />1 o_.� � —� <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" Q LOT 04$-03-A w <br />..............- ......._......_........._ _.. _ _....................... <br />H <br />#5 BOTTOM BAR TO EXTEND Z Z <br />NO LESS THAN 1" BEYOND — Ur <br />BEARING AT EACH END >- <br />U) <br />GROUT FILLED LINTEL ASSEMBLY PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2019.007698 <br />LL <br />Z .... O <br />817-14 U DRAWN CRD 0 <br />UjY- --.....__..__._.._..._.._—._..._._. <br />U CHKD. LID <br />X EAF U) <br />Q `Z <br />,��� • 1N• LAN�� <br />"Q�� : .�'�• E N <br />Sc' :��'� •rr <br />Z��m �N 851 <br />W cc <br />'STTO13 E F 4jj i <br />` <br />1 <br />Zi, is •.•..••• � `! <br />i`,5,.. N AI..E%0 <br />p 09/19/2019 <br />F- W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q jNo•T Description Date ~ <br />i....._......---._...... _..____.._._.-.._._......................... _.. <br />O <br />O <br />O <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 />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. (n <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W <br />GRADE AS WEB TO BE BRACED. <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />UJ <br />w ! "! <br />8 F - #--•-- DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />- COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />7�` <br />UNFILLED <br />" <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />•-� Z w <br />m W O <br />Uj <br />W Q <br />W <br />Z <br />> Q Q <br />LU m W w <br />W <br />Q W W <br />O <br />L X <br />Z aO Z <br />__ .... — p <br />BOND BEAM <br />o••� REINFORCEMENT <br />W <br />w (SEE WALL SECTION) O �. <br />Z <br />w ! FILL SOLID TO BOND BEAM O <br />U U- <br />' LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O U <br />1 o_.� � —� <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" Q LOT 04$-03-A w <br />..............- ......._......_........._ _.. _ _....................... <br />H <br />#5 BOTTOM BAR TO EXTEND Z Z <br />NO LESS THAN 1" BEYOND — Ur <br />BEARING AT EACH END >- <br />U) <br />GROUT FILLED LINTEL ASSEMBLY PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2019.007698 <br />LL <br />Z .... O <br />817-14 U DRAWN CRD 0 <br />UjY- --.....__..__._.._..._.._—._..._._. <br />U CHKD. LID <br />X EAF U) <br />Q `Z <br />,��� • 1N• LAN�� <br />"Q�� : .�'�• E N <br />Sc' :��'� •rr <br />Z��m �N 851 <br />W cc <br />'STTO13 E F 4jj i <br />` <br />1 <br />Zi, is •.•..••• � `! <br />i`,5,.. N AI..E%0 <br />p 09/19/2019 <br />F- W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q jNo•T Description Date ~ <br />BOND BEAM <br />REINFORCEMENT <br />J (SEE WALL SECTION) <br />FILL SOLID TO BOND BEAM <br />UJ <br />w ! "! <br />8 F - #--•-- DEPTH OF LINTEL <br />ASSEMBLY "d" <br />GROUT FILLED LINTEL ASSEMBLY <br />8" PRECAST LINTEL. SEE PLAN. <br />• <br />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />- COURSING BELOW BOND <br />BEAM MAY BE FILLED OR <br />7�` <br />UNFILLED <br />" <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />•-� Z w <br />m W O <br />Uj <br />W Q <br />W <br />Z <br />> Q Q <br />LU m W w <br />W <br />Q W W <br />O <br />L X <br />Z aO Z <br />__ .... — p <br />BOND BEAM <br />o••� REINFORCEMENT <br />W <br />w (SEE WALL SECTION) O �. <br />Z <br />w ! FILL SOLID TO BOND BEAM O <br />U U- <br />' LINTEL REINFORCEMENT J <br />Abbott Park Q <br />O U <br />1 o_.� � —� <br />8 F -1 - # + DEPTH OF LINTEL ASSEMBLY "d" Q LOT 04$-03-A w <br />..............- ......._......_........._ _.. _ _....................... <br />H <br />#5 BOTTOM BAR TO EXTEND Z Z <br />NO LESS THAN 1" BEYOND — Ur <br />BEARING AT EACH END >- <br />U) <br />GROUT FILLED LINTEL ASSEMBLY PROJECT NO: W <br />8" PRECAST LINTEL. SEE PLAN. O 2019.007698 <br />LL <br />Z .... O <br />817-14 U DRAWN CRD 0 <br />UjY- --.....__..__._.._..._.._—._..._._. <br />U CHKD. LID <br />X EAF U) <br />Q `Z <br />,��� • 1N• LAN�� <br />"Q�� : .�'�• E N <br />Sc' :��'� •rr <br />Z��m �N 851 <br />W cc <br />'STTO13 E F 4jj i <br />` <br />1 <br />Zi, is •.•..••• � `! <br />i`,5,.. N AI..E%0 <br />p 09/19/2019 <br />F- W <br />U REVISIONS: <br />TYPICAL PRE -CAST LINTEL OPTIONS Q jNo•T Description Date ~ <br />