Laserfiche WebLink
)ocuSign Envelope ID: B67BDD2C-EF84-4A8D-9270-E2E89C8E5E1C <br />TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING <br />BETWEEN TRUSS TOP CHORDS W/ <br />(3) 10d COMMQNS 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 />w <br />J <br />0 <br />w <br />U <br />w <br />w <br />U) <br />Y <br />BLOCK PANEL EDGES <br />WITHIN 4'-0" 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 />X <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 />BOND BEAM <br />REINFORCEMENT <br />(SEE WALL SECTION) <br />— FILL SOLID TO BOND BEAM <br />8 F - # •- DEPTH OF LINTEL <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 />BEAM MAY BE FILLED OR <br />UNFILLED <br />��_ -`.... <br />8U8 <br />LINTEL MAY BE FILLED <br />OR UNFILLED <br />8" PRECAST LINTEL. SEE PLAN. <br />8U8 <br />w <br />0 <br />w <br />U <br />U) <br />w <br />w <br />a <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 />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 />TYPICAL PRE -CAST LINTEL OPTIONS <br />O <br />CJ <br />o' <br />(1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO > O O <br />OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT N `N� c <br />APPROXIMATE 45' ANGLE TO NO LESS THAN (3) TRUSSES. <br />ROOF DECK (� N V <br />ROOF TRUSS <br />CONTINUOUS LATERAL RESTRAINT 00 N <br />OR RAFTER (CLR). QUANTITY AND LOCATION O N <br />DEFINED BY TRUSS SHOP DRAWING. <br />UPLIFT CONNECTION PER <br />TYPICAL WALL SECTION <br />N <br />` SUB FASCIA \ M <br />•:. - \� <br />LL <br />EITHER IF LATERAL RESTRAINT MUST BE <br />- - SIDE OF WEBS MADE OF MORE THAN ONE PIECE, <br />F �` . •_* DO SO WITH OVERLAPPING J <br />MOISTURE BARRIER TYPICAL PORCH BRACES LIKE THIS (TYP J N <br />#rue design studios <br />BY OTHERS CEILING BOARD PER ' I EVER HERE) ?> <br />�� . <br />PLAN. SEE TABLE 2; -MOISTURE BARRIER z <br />SHEET ST-1 (PORCH u BY OTHERS O <br />CEILING BOARD) 0 <br />i I MASONRY LINTEL U 9000 REGENCY SQUARE BLVD. <br />- PER PLAN Q SUITE 100, JACKSONVILLE, FL 32211 <br />TRUSSES NEEDING BRACING O <br />- --- --- -. _ _ _ -- - - _ - - - ....... <br />TYPICAL PORCH SHEATHING DETAIL o <br />AT MASONRY EXTERIOR WALL LATERAL BRACING - MULTIPLE TRUSSES c <br />(THIS DETAIL IS REQUIRED AT ALL COVERED W <br />cy <br />PORCHES UNLESS NOTED OTHERWISE) 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO). F— N <br />2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY =11HOMON <br />CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. N <br />3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Q r <br />NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. J !� „% <br />4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). m PL,*/r'/►'�o,• <br />5. DESIGNED PER BCSI-133, 2007. <br />F.F.E. <br />TOP OF <br />GARAGE DOOR <br />6-1" ABOVE <br />............... <br />.................._........_.......... ...... <br />F.F.E. <br />4'-9" ABOVE <br />F.F.E <br />2'-9" ABOVE _ <br />F.F.E. <br />m <br />rLOF OPENING <br />2x6xl2 PT- --- <br />CENTER BUCK <br />48" DIA. ANCHOR .-... _...... ._.. <br />2x4 PT TOP BUCK - --- - <br />2x6 PT BUCK EACH SIDE OF OPENING <br />PROVIDE (5) 48' 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 416" <br />0'-9" ABOVE THICK WASHER w/ EACH ANCHOR. <br />F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) <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 />66" 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 />MAX TO EACH FACE OF WEB. <br />TOP OF WALL Ah <br />W <br />d <br />LATERAL RESTRAINT WEB <br />CONTINUOUS <br />BRACE SUBSTITUTE <br />N <br />WEB MEMBER (SPECIFIED ALTERNATE BRACING <br />z <br />SIZE CLR T OR L SCAB <br />W <br />2x4 1 ROW 2x4 (1)2x4 <br />W <br />2x4 2 ROWS 2x6 (2)2x4* <br />2x6 1 ROW 2x4 (1)2x6 <br />C> <br />2x6 2 ROWS 2.x6 (2)2x4* <br />- - - --- - <br />O <br />2x8 1 ROW 2x6 (1)2x8 <br />2x8 2 ROWS 2x6 (2)2x6* <br />z <br />LO <br />SINGLE TRUSS BRACING <br />Z <br />O <br />U) <br />1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL <br />CO <br />W <br />RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN <br />WEB BRACING METHOD IS DESIRED. <br />Ld <br />W <br />ALTERNATIVE <br />2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR <br />SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. <br />z <br />U) <br />um <br />z <br />LLI <br />3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND <br />GRADE AS WEB TO BE BRACED. <br />m <br />O <br />w <br />W <br />W <br />VERTICAL BARS TO EXTEND TO z O <br />TOP OF WALL AS SHOWN. MIN W > Q Q <br />6" BEND INTO BOND BEAM M <br />+--- - - --- - ... _.. __..-- ----- LIJ _ti <br />w 0 <br />_. ..................... _.. --- -_ �� _...__._. <br />_j X <br />LL U. �- <br />z <br />T__.._..._...... — -- _.._.........._.......... __....— - ............ <br />O <br />ill I � I 0 Z <br />O a <br />U LL <br />I � W <br />cr_ Abbott Park <br />O U <br />PRECAST LINTEL SEE <br />SEE PLAN-- <br />PLAN < LOT 45-03 0 <br />EXTEND REINFORCING TO Z Z <br />I � <br />END OF PIER W/ 6" BEND TO <br />LAP WALL REINFORCING AS 0 <br />_ I SHOWN. 0 <br />O PROJECT NO: Uj <br />- - — 0 <br />MIN (2) SOLID FILLED & O 2020.004108 LL_%j REINFORCED CELLS W/ NO.5 <br />VERT. BAR ADJACENT TO z DRAWN: <br />-- -----::, GARAGE DOOR OPENINGS. U KLH o <br />------------- <br />NO.5 VERT. BAR IN FILLED H "K° EAF <br />X CELL AT EACH END OF PIER — <br />W W <br />I j l I NO. 5 DOWEL TO MATCH EACH Q U <br />.............:.....___:,...1 SOLID FILLED & REINFORCED X <br />CELL EXTENDING FROM FOOTING Q ����tli11111rrI <br />TO LAP WALL REINFORCING cf) <br />W/ MIN 25" LAP UNLESS NOTED %- % <br />% �. .•' E •'•.� <br />OTHERWISE ON DOWEL & LINTEL m .�� �; '���G N SF��q��,. Z_ <br />PLACEMENT PLAN. MIN 6" BEND <br />W GFO nea b <br />l AT BOTTOM. z ,. <br />L..-...._......1...__ <br />CONCRETE O : S fiAT E 0 F .... ; �jj <br />FLOOR SLAB i _ FOUNDATION WORK W y !V 0 <br />TOP OF FINISH PER PLAN 2 T*•.�'" P.' . <br />k / 3841 4437... z <br />z '�• �ONA1-� ..� - <br />-----...... 1 ,����iiilllt1111 QQ <br />T / i p 06-05-2020 Q <br />J <br />�— W <br />U REVISIONS: LLLI <br />LL j <br />No. Description Date <br />' (n J <br />o---.--...._.........__............__....... ....................... _..._.._._. _.__._._. O <br />z <br />GARAGE SHEAR PIER z L._---_.. <br />U o <br />W <br />X <br />W ST=6 <br />d <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />