|
�w I I �Ivl
<br />CHORD BRACING MIN.
<br />rTB01
<br />BLOCKING TO COMPLY w/APA
<br />RECOMMENDATIONS FOR SPAN
<br />RATING OF SHEATHING OR USE
<br />ALTERNATE TO BLOCKING, PER
<br />TB03 THIS PAGE
<br />FOR WIND SPEED < 160 MPH
<br />ALTERNATE SPAN RATED
<br />32/16" IS THE SPAN RATING
<br />THE PLYWOOD THICKNESS
<br />Is USED
<br />1/32" IF 1532" is
<br />THEN THE ALTERNATE
<br />BLOCK IS NOT REQUIRED
<br />AT HIP SECTION
<br />NOTE:
<br />1) SEE TRUSS MANUFACTURER's
<br />TRUSS ENGINEERING CUT
<br />SHEETS FOR ADDITIONAL
<br />PERMANENT BRACING THAT MAY
<br />BE REQUIRED
<br />2) "T" BRACING MAY BE USED IN
<br />PLACE OF PERMANENT BRACING
<br />PROVIDED IT EXTENDS OVER AT
<br />LEAST 90% OF THE WEB.
<br />z
<br />w
<br />9:
<br />4INIMLIM 2x4 CROSS'
<br />IRACING (SEE PLAN
<br />:OR LOCATION)
<br />I- 12d PER JOINT
<br />*DIAGONAL SPACED AT 20'-0" O.C.
<br />MAX. SAME SPACING AS BOTTOM
<br />CHORD LATERAL BRACING
<br />NAIL OVER X-BRACE AS SHOWN. 3-12d NAILS @ EACH TRUSS WEB
<br />INSTALL BLOCKING ATTACH WED
<br />FOR NAILING
<br />sc ?��S BRACING TYP.ICAL
<br />nf%l Alf RAAV I)r%- M KAAV
<br />REQUIRED MIN. PERMANENT TRUSS BRACING PLAN
<br />TB05
<br />SCALE: N.T.S.
<br />CONV FRAMING ABOVE 2X4 STUDS & PLATES -
<br />@ 24" O.C. EA DIRECTION TYP. UNO 2X6 SPF#2 VERTIC AL SCAB
<br />CONV FRAMED RIDGE 2x8 BLOCKING NAILED @ WOOD SHEATHING,
<br />FASTENED W/ 4-12d EA SIDE W/ 3-12d WHEN @ 48" O.C. W/ 4-12d TOP SEE TB 1 3/SN
<br />MIN WHEN NEXT TO REQ'DW/2-MTS12'S AND BOT OR H5 OR
<br />PRE-ENG TRUSS, SEE HCLR/LL IN PLACE: OF 4-12d PRE ENG
<br />PLAN 2X8 SYP#2 RIDGE BEAM WOOD TRUSS
<br />2X6 SPF#2 RAFTERS @ 24"
<br />CD O.C. W/3-1 Od COMMON
<br />TOENAILS TO RIDGE BEAM
<br />2X4 SPF#2 COLLAR TIE
<br />D13 TB EVERY 3RD RAFTER
<br />BB -
<br />2x4 SPF#2 w/247>3V
<br />WOOD SCREWS FA TRUSS
<br />PRE-ENG. TRUSS OR H5 @ 48" O.C. W/ BEVEL
<br />1
<br />CUT (OPTIONAL)
<br />OF SHEATHING ATTACHED PER
<br />CONT. RO SEE SECT 2x DBL TOP PLATE
<br />TB13/SN ABOVE CONV. FRAMED AREAS
<br />TRUSS BRACING/13LOCKING NOTES:
<br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS
<br />GREATERBEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED.
<br />INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL
<br />NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES& SHALL BE
<br />LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE
<br />PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
<br />2. ALL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL
<br />LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.
<br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3)12d NAILS AT EACH TRUSS INTERSECTION.
<br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
<br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
<br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT. <B
<br />6. SEE TYP. TRUSS BLOCKING DETAILS.
<br />ALT. BLOCKING 0000
<br />PACES
<br />WOOD P
<br />3 TO 4 TRUSS S RE--ENG
<br />WOOD SHEATHING,
<br />TRUSS WOOD TRUSS
<br />DIAGONAL SEE TB13/SN
<br />@ 8'-0" MAX
<br />I!
<br />2X4 CONT.
<br />T
<br />@T&B
<br />CHORD
<br />CONC.MASONRY,-
<br />STEEL, OR WOOD
<br />SUPPORT, SEE PLAN
<br />A -A ALTERNATE BLOCKING
<br />DETAIL @ INTERIOR BEARING
<br />2X4 BLOCKING �B
<br />I BETWEEN TRUSSES
<br />j 2x DBL TOP W/ 2-12d NAILS @ EA BRG WALL
<br />2X4 BLOCKING ALTERNATE END, CONT EA BAY SEE PLAN
<br />PUkTE
<br />DIRECTION, AS SHOWN FASTEN FOR TYPE
<br />TO EA. TRUSS W/2-12d NAILS
<br />SECTION B-B TYP. WOOD TRUSS BLOCKING
<br />@ RAISED HEEL DETAIL
<br />BLOCKING/CONV. FRAME DETAILS
<br />TB06 CALE: 1/2" = V-0"
<br />( _S1
<br />PRE-ENGINEERED
<br />WOOD TRUSS, SEE
<br />FRAMING PLAN FOR
<br />TRUSS LAYOUT INFO.
<br />2X4 TOP AND BOTT @ 16"
<br />O.C. W/ 2-12d NAILS EACH
<br />END AND 4-12d NAILS AT
<br />EACH INTERSECTION
<br />SHEATHING, SEE TB1 3/SN
<br />FOR SPECIFICATIONS
<br />2x8 STUDS @ 16" O.C.
<br />dk SEE ELEVATION
<br />\�F TOP OF WINDOW
<br />2x8 CONT. PLATE
<br />SEE
<br />PLAN
<br />MIN 2x4 SYP OR SPF
<br />BLOCKING
<br />BETWEEN TRUSSES
<br />SECT, A -A
<br />G.T.
<br />ADD MIN 2X4 ALONGSIDE TOP
<br />CHORD WHEN REQ.D TO
<br />PREVENT PLYWOOD SPAN
<br />FROM EXCEEDING 24" MAX
<br />SPAN EITHER SIDE, IF REQ'D
<br />ROOF SHEATHING, SEE TB13/SN
<br />FOR SPECIFICATIONS
<br />PROVIDE 2x4 MIN. BLOCKING AT C
<br />OF HIP/RIDGE, TYP. BETWEEN
<br />TRUSSES w/2-12d NAILS EACH
<br />END TO TRUSS TOP CHORD
<br />TYP.
<br />TRUSS RIPPED 2x4 SYP#2
<br />,7A NAILED TO TOP
<br />CHORD OF HIPPED
<br />AN TRUSS W/ 12d
<br />NAILS @ 6- O.C.
<br />2-12d NAILS AT 12" O.C. MAX
<br />HIP TRUSS
<br />HIP G.T.
<br />ALTERNATE TO BLOCKING
<br />--THING
<br />HIP/RIDGE BLOCKING
<br />TB03 SCALE: 3/4" = V-0"
<br />2X4 #2 SYP BLOCKING @ 16" O.C. W/ (2) 16D NAILS EA. END.
<br />SEE [RSH1 SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2
<br />(MIN. FIRST 4 BAYS) SYP BLOCKING
<br />@ 16" O.C.
<br />r
<br />+
<br />8d NAILS @ 4" O.C.
<br />WALL AND ROOF
<br />SHEATHING, SEE
<br />2x4 SYP OR SPF CRO SS-x
<br />C;�NT. 2X4 #2
<br />TB13/SN FOR
<br />BRACE APPROX. 8" FROM
<br />1'\
<br />".
<br />T#2-"
<br />)X
<br />X
<br />SYP W/ 10D X
<br />+
<br />SPECIFICATIONS
<br />RIDGE THEN 48" O.C. AFTER.
<br />%\
<br />N\
<br />C.
<br />0. 11319 8" �c.
<br />C
<br />2x4 SYP L BRACE FOR
<br />NAIL w/ 3-12d @ EACH END &
<br />If31
<br />(2;10DX'0.131
<br />+
<br />GABLES 3'-O"TO 5'- 11
<br />@ CROSSING AT 45- ANGLE.
<br />\-, N,
<br />=A
<br />/TOENAILS EA.
<br />+
<br />TALL.
<br />2x6 SYP L BRACE FOR
<br />(NOT REQ'D WHEN GABLE IS
<br />6E
<br />SIDE
<br />4--1 " OR SHORTER)
<br />+
<br />GABLES 6-0" AND
<br />TALLER.
<br />CONT 2X4 SYP OR SPF
<br />SPANNING (4) TRUSS
<br />+
<br />+
<br />ATTACH L BRACE W/
<br />12d NAILS @ 4" O.C.
<br />BAYS (8'-0 NAILED W/
<br />+
<br />GABLE TRUSS
<br />3-12d TO CHORD (M IN 1 ST
<br />12" LONG 2X4 #2 SYP
<br />4 BAYS)
<br />,FASTEN (1) SIMPSON HGA10 BRACE
<br />I T
<br />BLOCK AT BRACE
<br />CONNECTOR FROM DIAGONAL
<br />LOCATION. FASTEN TO
<br />2X4 SYP OR SPF BLOCKING
<br />BRACE TO BLOCK/PLATE
<br />+
<br />SILL PLATE W/ 10d @ 3-
<br />BETWEEN TRUSSES @ 48"
<br />O.C.
<br />0"
<br />O.C. MAX. FASTEN TO EA.
<br />NAIL GABLE TRUSS
<br />TRUSS W/ 3-12d NAILS EA.
<br />Cal
<br />TO TOP PLATE W/
<br />END
<br />7PT. IE
<br />16d NAILS @ 4- O.C.
<br />P f
<br />2X8 P.T. PLAfE
<br />1/2"x8" ANCHOR BOLT
<br />4 BAYS
<br />AT48"O.C. MIN.
<br />KNOCK OUT
<br />NAIL TOP OF "T"TO GABLE TRUSS W/
<br />COURSE
<br />MASONRY WALL
<br />2-12d AND 1 SIMPSON H8 W/
<br />10-10dx1Y2" NAILS
<br />rq -AL U
<br />9=zF 1 i 7LM
<br />T
<br />ROOF SHEATHING, SEE
<br />ITMI
<br />—
<br />FASTEN (1) SIMPSON HGA10 @ 48"
<br />TB13/SN FOR ATTACHMENT
<br />L-a:gjl
<br />O.C. w/ 8-Y4"x1Y2" SIDS WOOD SCREW
<br />OVER JACK TRUSSES, SEE
<br />GABLE END TO TOP PLATE BEAM
<br />PLAN.
<br />FRAMED WALL OR BEAM
<br />BELOW, SEE PLAN.
<br />I I I M I-
<br />@ WOOD FRAMED WALL I I N�I_w � I
<br />NAIL TOP OF "T" TO L 2x4'BLOCKING W/
<br />GABLE END BRACE GABLE TRUSS w. 2-12d emeu rOENAILS
<br />GE01 SCALE: 3/4" = V-0" AND 1 -SIMPSON H8 W/
<br />10Dx1Y2"NAILS @DUTCHGABLE
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />SHEATHING, SEE TB13/SN
<br />FOR SPECIFICATION
<br />2-12d NAILS EA END, TYP
<br />2x4 CONT. BLOCKING w/ 12d
<br />NAILS TO EACH TRUSS WEB
<br />PRE-ENGINEERED WOOD
<br />TRUSS, SEE FRAMING PLAN
<br />FOR TRUSS LAYOUT INFO.
<br />2x4 CONT. BLOCKING w/ 2-12d
<br />NAILS AT EACH END, TYP
<br />KNEEWALL ENTRY
<br />WF27 SCALE: 3/4" V-0"
<br />- -- ---- ----
<br />ITH GABLE ROOF. 2x6 SYP#2 CONT. w/ 3-#5x4Y2" WOOD
<br />OT FOR HIP ROOF. SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />LL USE 3- Y4"xV2" TAPCONS @ 16" O.C.
<br />ESIGNED ONLY FOR WA
<br />HE INSTALLATION
<br />PREFAB PRE-ENG TRUSS
<br />F SHINGLE & METAL OR 2X6 SYP#2 @ 24" O.C.
<br />OOF FINISH.
<br />12
<br />ROOF SHEATHING SEE PLAN
<br />WALL
<br />5-12d NAILS 2X6 TO 2X4 SIMPSON
<br />V
<br />H3 CLIP
<br />L3
<br />2X4 SYP#2 @ 24" O.C.
<br />4'-0" MAX.
<br />2X4 SYP#2 CONT. W/ 2-#5x4Y2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE 2- Y4`x3Y2"TAPCONS @ 16" O.C.
<br />SHED ROOF CONNECTION.
<br />SR01— CALE: 3/4" = V-0"
<br />S,
<br />BRG WALL TYPE
<br />PER PLAN
<br />2X2 #2 P.T. MIN,
<br />FASTENED PER_L
<br />NOTE 2 BELOW
<br />CONT 2X4 NAILED TO
<br />BLOCKING W/ 2-12d NAILS
<br />OVERLAP TRUSS BRACING
<br />6" OVERLAP
<br />v- MINIMUM 2X4 SPF OR SYP
<br />TRUSS BRACING W/ 3-12d NAIL
<br />PER JOINT
<br />"SPACED AT 15'-0" MAX
<br />TRUSS BRACING OVERLAP
<br />TO'
<br />1041 SCALE: 3/4" 1 '-0"
<br />I 2'-0" MIN.
<br />BETWEEN STEPS
<br />z
<br />Lu 0
<br />w ui
<br />00
<br />to
<br />\�SEE TYP. SECTION
<br />z
<br />FOR REINF. STEEL
<br />�0
<br />p
<br />w 0
<br />uwj w
<br />U) cn
<br />"Z" BARS W/ STD. LAP SPLICE
<br />W/ EA. FTG. REINF. STEEL -
<br />SEE TYP. SECTION
<br />MATCH SIZE & QUANTITY OF
<br />FOR REINF. STEEL
<br />V-0"
<br />FTG. REINF. STEEL
<br />AADJACENT
<br />STEP
<br />CONCRETE FOOTING STEP DETAIL
<br />FS551 SCALE: 3/4" V-0"
<br />2x TOP PLATE
<br />FRAME OUT TO BLOCK EDGE
<br />2x SYP#2 BASE PLATE
<br />TOP KNOCK OUT COURSE
<br />ROOF SHEATHING, SEE TB13/SN
<br />FOR SPECIFICATIONS
<br />TRUSS CONNECTION, SEE PLAN
<br />2x SPF#2 @ 16" O.C.
<br />MIN., SEE PLAN
<br />EXTERIOR SHEATHING ATTACH
<br />PER SHEATHING NOTES ON SN.
<br />SHEATH TOP AND BOTTOM OF
<br />KNEEWALL OTHERWISE SP2
<br />CLIPS TOP AND SP1 CLIPS @
<br />BASE ARE REQUIRED
<br />Y2"X13" ANCHOR @ 32" O.C. AND
<br />6" FROM THE END
<br />(D V
<br />a)
<br />z cl)
<br />0
<br />CD
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<br />z 3
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<br />5-6
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<br />< CD
<br />C-4
<br />N C B,D C
<br />CMU WALL A 0 VWY
<br />Bj D. If/
<br />A L L Y (OPTION)
<br />KNEE W ENTR THIS DOCUMENT AND/OR THE DESIGN
<br />CONCEPTS EXPRESSED HEREIN ARE THE
<br />F21 ALE: 3/4" V-0" PROPERTY OF KEESEE ASSOCIATES AND
<br />ALL RIGHTS OF OWNERSHIP, INCLUDING
<br />COPYRIGHT OF INTELLECTUAL PROPERTY,
<br />FIBERGLASS SHINGLES OR TILE ROOF, ARE RESERVED THE REPRODUCTIONS,
<br />SEE ARCHITECTURAL PLANS COPYING, OR USE OF THIS DOCUMENT
<br />ROOF SHEATHING, SEE RSH SCHEDULE ON AND/OR THE DESIGN CONCEPT WITHOUT
<br />FRAMING SHEET FOR SHEATHING AND FASTENERS. THE WRITTEN CONSENT OF KEESEE
<br />77' ASSOCIATES IS STRICTLY PROHIBITED AND
<br />I KUb,'� ANUHUK, btt PLAN ROTECTED BY UNITED STATES AND
<br />77- P
<br />INTERNATIONAL LAW.
<br />STRUCTURAL
<br />- I I %%N'� r, L E
<br />SF01/D2 %% "\ r� -
<br />PRE-ENG WOOD
<br />TRUSS
<br />L
<br />�e U.)
<br />`73 7
<br />FILLED CELL - 145 DIA. REBAR W/ 3000,:7 gd N
<br />PRECAST "U" LINTEL W/1#5 CONT. z 0 *k
<br />w
<br />-::D -Z
<br />Z _j w
<br />441 Z
<br />0 _j
<br />FILLED CELL - 145 DIA. REBAR W/ 3000
<br />Pt
<br />PSI CONC., SEE PLAN & FILLED CELL
<br />SPACING CHART FOR LOCATIONS
<br />(1) #5 CONT. IN SILL
<br />GROUTED SOLID FOR
<br />MASONRY WALL W/ #5 DOWEL 7"
<br />ALL WINDOWS T-8"
<br />INTO FOOTING EXTENDED 25"
<br />AND WIDER
<br />(ACI 530) ABOVE SLAB, SEE PLAN
<br />A
<br />FOR LOCATION AND ARCH FOR
<br />FINISHES, TYP.
<br />F.F.
<br />77- 1
<br />�-.
<br />z
<br />GRADE
<br />IL
<br />A,
<br />FOUNDATION, SEE PLAN
<br />1-STORYWALL SECTION
<br />Sol
<br />SC :3/4" V-0"
<br />ALE
<br />SEE ROOF PLAN FOR TRUSS
<br />SEE PLAN FOU CONNECTION INFO AND
<br />TOP OF BEAM NV LAYOUT DESIGN
<br />2X BEAM W/)/2" FLITCH PLATE,
<br />ALUM DRIP EDGE SEE PLAN FOR SIZE AND LUE
<br />0
<br />LOCATION
<br />2x SUB FASCIA
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP.
<br />1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SO.
<br />2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
<br />- CMU w/ 3 3/16" x 3" TITEN @ 16" O.C.
<br />- WOOD W/ 0. 148"x 3 Y4" @ 16" 0. C.
<br />3. IF] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
<br />STRUCTURAL SOFFIT
<br />SF01
<br />SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS >1'-4" BLOCKING
<br />REV. 03.26.2021 REQUIRED, FOR SOFFITS <1'-4" MID BLOCKING
<br />NOT REQUIRED. VINYL SOFFITS >V-0" SHALL
<br />HAVE MID BLOCKING PER R704.2.1
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />ROOF SHEATHING
<br />PRE-ENGINEERED TRUSSES @
<br />24" O.C. OR 2X4 SYP #2
<br />BLOCKING TOP & BOTTOM @ 24'
<br />O.C. (FASTEN BLOCKING TO
<br />SEE PLAN FOR
<br />ADJACENT TRUSSES W/ (2) 16d
<br />CONNECTION
<br />END NAILS OR (4) 12d TOENAILS)
<br />2x8 SYP#2 STUD @ 24" O.C.
<br />CONNECTED TO TOP & BOTTOM
<br />CHORD OF TRUSS OR BLOCKING
<br />W/ 4-12d NAILS
<br />SHEATHING, SEE TB13/SN FOR
<br />2x4 P.T. CONT.
<br />SPECIFICATIONS
<br />BLOCKING TOP &
<br />SIMPSON HGAM10KT @ 48" O.C.
<br />BOTTOM
<br />AND AT EA. END W/ 4- Y4"x 3"SDS
<br />SCREWS & 4-1/4"X4" TAPCONS
<br />PRECAST LINTEL,
<br />2-2X8 SYP#2 CONT.
<br />SEE PLAN
<br />- �4POCKET S.G.D. TRACK
<br />TYP POCKET S.G.D. FRAMING
<br />p SCALE: 3/4- = V-0-
<br />2X4 SYP #2 P.T. FRAMING W/
<br />SHEATHING PER TB13/SN
<br />SEE FLOOR PLAN FOR
<br />COLUMN SIZE & BASE
<br />CONNECTION INFO.
<br />SECURE 2X4 P.T. BTM PLATE
<br />w/ 5/8"x8" ANCHOR BOLTS SET
<br />IN SIMPSON HIGH -STRENGTH
<br />EPDXY 6" MIN. EMBEDMENT
<br />SQUARE CMU BLOCK BASE
<br />W/ 245 VERT. FILLED SOLID,
<br />SEE ARCH PLANS MORE
<br />INFO.
<br />CD
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<br />cn
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<br />BEAM SPLICE CENTERED
<br />OVER COLUMN BELOW,
<br />SEE PLAN FOR BEAM TO
<br />COLUMN CONNECTION
<br />MIDDLE SPAN
<br />BRICK PAVERS OR SLAB PER
<br />FOUNDATION PLAN
<br />FASTEN BEAM TOGETHER W/
<br />USP LSTA18 CENTERED ON
<br />OUTER BEAM CORNERS
<br />NOTE 2
<br />OPTION A
<br />FASTEN BEAM TOGETHER
<br />HU IF
<br />10BUCKET, SEE PLAN
<br />0
<br />z
<br />L
<br />NOTE 2T
<br />OPTION B
<br />�SEE PLAN
<br />FOR CANT�
<br />SEE FLOOR PLAN FOR
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />OPTION C
<br />1. 2x BEAM w/Y2" FLITCH PLATE, SEE PLAN FOR SIZE
<br />AND LOCATION NAIL BEAMS TOGETHER PER BEAM
<br />SEE FLOOR PLAN FOR SCHEDULE ON SHEET SN
<br />COLUMN SIZE & BASE 2. BEAM SUPPORT SEE PLAN FOR SIZE AND LOCATION
<br />CONNECTION INFO.
<br />SEE FOUNDATION
<br />PLAN FOR MORE INFO
<br />ALT. BASE CONDITION
<br />SCALE: N.T.S. rCD 1
<br />STEMWALL OR MONOLITHIC
<br />tj 'L "
<br />ez"'I'l FOUNDATION PER
<br />FOUNDATION PLAN, SEE
<br />-7=,
<br />ALTERNATE BASE FOR
<br />N LITHI ND I
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<br />a -
<br />SHEET INFORMATION
<br />DATE: 10/15/2021
<br />DRAWNBY: NJ
<br />PROJECT NO: 21-6096
<br />REVIEWED BY: SL
<br />Plan Revisions Date:
<br />DOOR AT BACK LANAI
<br />Sheet Name
<br />FLOOR
<br />FRAMING
<br />DETAILS
<br />D2
<br />
|