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<br />FOUNDATION SCHEDULE
<br />MARK SIZE DEPTH REINFORCING
<br />V-6" x V-6" 11-01, (2) #5 E.W. BOT.
<br />2'-0" x 2'-0" 11-0. (3) #5 E.W. BOT.
<br />FF 275 7-6" x 2'-6" 11-0. (3) #5 E.W. BOT.
<br />FF3.6] T-O" x T-O" (4) #5 E.W. BOT.
<br />1� 3'-6" x T-6" l.-011 (4) #5 E.W. BOT.
<br />FF4.-01 4'-0" x 4'-0- l.-011 (5) #5 E.W. BOT.
<br />FF4.51 4'-6" x 4'-6" 1'.4" (5) #5 E.W. BOT.
<br />FF57ol 5'-0" x T-O" l'-4" (6) #5 E.W. BOT.
<br />[�� 6'-0" x 6'-0" V-15" (8) #5 E.W. BOT.
<br />FOUNDATION DEPTH NOTE:
<br />• INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED
<br />FROM THE TOP OF THE SLAB.
<br />• EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM
<br />OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH
<br />RUNS THROUGH IT.
<br />GENERAL FOUNDATION NOTES:
<br />1 . PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
<br />LAPPED MIN. 6" AND SEALED.
<br />2. 4" 2500 PSI CONC. SLAB WITH Wl.4xWl.4 OVER 6 MIL VISQUEEN VAPOR
<br />BARRIER& TREATED FOR TERMITES.
<br />3. GC/ BUILDER, SEE ARCH PLANS FOR ROUGH OPENING LOCATIONS
<br />AND ADDITIONAL INFORMATION REQ'D FOR DOORANINDOW
<br />INSTALLATION ALONG w/ DIMENSIONS NOT SHOWN ON FOUNDATION
<br />4. CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING
<br />OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS.
<br />5. NO WOOD STAKES PERMITTED IN FOUNDATION.
<br />6. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED
<br />DOWN. SEE FM18/Dl FOR ADDITIONAL INFORMATION. G.C. TO
<br />DETERMINE STEP LOCATIONS, IF REQUIRED.
<br />7. STEEL BENDS AND LAP SPLICE SEE FM18/Dl AND FMI91DI
<br />8. ALL EQUIPMENTAND/OR APPLIANCES HAVING AN IGNITION SOURCE
<br />SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH
<br />PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION
<br />9. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER
<br />COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
<br />FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS ON THE
<br />PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL
<br />CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
<br />FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL
<br />TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,
<br />COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
<br />DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR).
<br />10. R.403.1.4 MINIMUM DEPTH: EXTERIOR FOOTINGS SHALL BE PLACED
<br />NOT LESS THAN 12 INCHES (305mm) BELOW THE FINISHED GRADE OF
<br />GROUND SURFACE.
<br />COLUMN SCHEDULE
<br />FIRST FLOOR BASE
<br />MARK
<br />COLUMN SIZE
<br />CONNECTIONS, SEE PLAN FOR
<br />UPLIFT(lb)
<br />SECOND FLOOR CONNECTIONS
<br />FC17
<br />(3) 2x #2 SPF
<br />(4)12d TOENAILS
<br />NO
<br />UPLIFT
<br />FC72
<br />(3) 2x #2 SFIF
<br />DTT2Z W/ Y2" ATR & (8) Y4"XlY2"
<br />1800
<br />SDSSCREWS
<br />FC 37
<br />(3) 2x #1 SYP
<br />(4)12d TOENAILS
<br />NO
<br />UPLIFT
<br />DTT2Z w/ Y2" ATIR & (8) Y4" x VVY'
<br />1825
<br />(3) 2x #1 SYP
<br />SDSSCREWS
<br />Fc--5
<br />4x4 P.T.#2 SYP POST
<br />ABU44 w/ %" ATR & (1 2)16d NAILS
<br />G = 7570
<br />FIRST/SECOND FLOOR CONN.
<br />U = 1900
<br />FC 6
<br />6x6 P.T. #2 SYP POST
<br />ABU66 w/ 5/8" ATIR & (1 2)16d NAILS
<br />G = 18205
<br />U = 2475
<br />FIRST/SECOND FLOOR CONN.
<br />FC7
<br />8x8 P.T. #2 SYP POST
<br />ABU88 w/(2)5/8" ATIR & (18)16d
<br />G = 23140
<br />FIRST/SECOND FLOOR CONN.
<br />U = 2570
<br />FC8
<br />3.5" x 3.5" P.L. 1.8E
<br />Fb=2400 PSI
<br />HDU5-SDS2.5 w/ %" ATR AND
<br />5645
<br />(14) Y4"&/2" SDS WOOD SCREWS
<br />(WOLMANIZED IF EXT.)
<br />F691
<br />3.5" x 5.25" P. L. 1.8E
<br />HDU5-SDS2.5 w/ %8" ATR AND
<br />Fb=2400 PSI
<br />(14) Y4"x2 Y2" SDS WOOD SCREWS
<br />5645
<br />(WOLIVIANIZED IF EXT.)
<br />Fc-10�
<br />3.5" x 7" P.L. 1.8E
<br />Fb=2400 PSI
<br />HDU8-SDS2.5 w/ 7/8" ATR AND
<br />7870
<br />(20) V'x2l/2" SDS WOOD SCREWS
<br />(WOLMANIZED IF E)Cr.)
<br />Fc-1 1-1
<br />5.25" x 5.25" P.L. 1.8E
<br />Fb=2400 PSI
<br />HDU8-SDS2.5 w/7/8"ATR AND
<br />7870
<br />(20) Y4"x2 Y2" SDS WOOD SCREWS
<br />(WOLMANIZED IF EXT.)
<br />7" x 7" P.L. 1.8E
<br />HDU8-SDS2.5 w/7/8"ATR AND
<br />FC12]
<br />Fb=2400 PSI
<br />(20) Y4"x2 Y2" SIDS WOOD SCREWS
<br />7870
<br />(WOLMANIZED IF EXT.)
<br />Fc-1-31
<br />5.25" x 7" P.L. 1.8E
<br />Fb=2400 PSI
<br />HDU8-SDS2.5 w/7/8"ATR AND
<br />7870
<br />(20) Y4"x2 Y2" SDS WOOD SCREWS
<br />(WOLMANIZED IF EXT.)
<br />GENERAL COLUMN NOTES:
<br />1 . ALL STRUCTURAL LUMBER TO BE SYP#2 OR SPF#2 LINO ON PLAN.
<br />2. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR. 6"
<br />EMBEDMENT FOR 5/8" ATR. 8" EMBEDMENT FOR 7/8" ATR.
<br />3. P.L. COL. TO BRG DIRECTLY
<br />ON FOUNDATION. CUT BASE PLATE AS
<br />REQ'D. G.C. TO PROVIDE
<br />MOISTURE BARRIER
<br />4. IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION
<br />IS NOT
<br />REQ'D. SEE PLANS FOR BASE CONNECTION
<br />5. VALUES HAVE BEEN REDUCED
<br />FOR NARROW FACE APPLICATION.
<br />CONNECTIONS SHALL BE
<br />INSTALLED ON NARROW OR WIDE
<br />FACE PER
<br />SIMPSON TC-SCLCLM
<br />2x TOP PLATE WITH 2-ROWS
<br />OF 12d @ 3" O.C., TYPICAL
<br />2x4 STUDS,
<br />PER PLAN
<br />TOP SPLICE
<br />2x4 BEYOND AGAINST 2x8 STUD
<br />AT ALL EXTERIOR CONDITIONS
<br />ATTACH 2x STUDS TO TOP PLATE
<br />w/ 4-16d NAILS (2 ON EA SIDE)
<br />2x8 STUDS, PER PLAN (SIM w/2x6 STUDS) DOUBLE 2x8
<br />PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK TOP PLATE
<br />OUT TOP PLATE ATTACH w/ 2-ROWS OF 12d
<br />@ 3- O.C. (SOLID BLOCK w/ 2x6)
<br />TOP PLATE TRANSITION
<br />2x TOP PLATE WITH 2-ROWS
<br />OF 12d @ 3" O.C., TYPICAL
<br />PIPE OR DUCT w/ PENETRATION
<br />THRU TOP PLATE w/ MORE THAN TOP PLATE SPLICE
<br />50% OF TOP PLATE WIDTH INSTALL
<br />SIMPSON PSPN516Z w/12-16d NAILS
<br />TOP AND BOTTOM
<br />AT ALL EXTERIOR CONDITIONS
<br />ATTACH 2X STUDS TO TOP PLATE W/ (4)
<br />16d NAILS (2 ON EA. SIDE) TYP
<br />NOTE:
<br />B0170M SPLICE OVER STUD
<br />TOP PLATE SPLICE_
<br />SCALE: 3/4" = V-0"
<br />WOOD BEARING WALL SCHEDULE
<br />HEADER SCHEDULE
<br />SIMPSON - CONNECTOR SCHEDULE
<br />MARK
<br />STUD
<br />CONNECTION & FASTENERS
<br />LUMBER
<br />UPLIFT
<br />MARK
<br />HEADER SIZE
<br />HEADER NOTES
<br />SPACING
<br />TOP
<br />BOTTOM
<br />SPECIES
<br />CAP. [plfl
<br />(2) 2x6 #2 SYP 1
<br />. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED.
<br />MARK
<br />TYPE
<br />CONNECTOR & FASTENERS
<br />SPF
<br />SYP
<br />=BWl
<br />16"
<br />(2)16d
<br />(3) 12d TOENAILS OR (2)
<br />#2 SPF
<br />NO
<br />W/ 7/16" FLITCH PLATE 2.
<br />IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARING
<br />FRAMETO
<br />HETA16 w/ (9)10d x 1 1/2" OR
<br />HETA20 1 Od 1 1/2"
<br />1775
<br />1810
<br />TOENAILS
<br />12d END OR BOX NAILS
<br />UPLIFT
<br /><@>
<br />(2) 2x8 #2 SYP
<br />WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING
<br />MASONRY
<br />w/ (9) x
<br />7BW27
<br />SP2 w/
<br />SP1 w/ (6) 10d NAILS &
<br />#2 SPF
<br />402
<br />w/ 7/16" FLITCH PLATE
<br />WALL SCHEDULE FOR REQUIRED CORRECTIONS U.N.O. ON
<br />FRAME TO
<br />H2.5A W/ (1 O)8d NAILS
<br />535
<br />56
<br />16"
<br />(6)10d NAILS
<br />ANCHOR BOLTS
<br /><@>
<br />(2) 2xl 0 #2 SYP
<br />PLAN.
<br />FRAME
<br />(2) SP2 wl
<br />(2) SP1 w/ (6) 1 Od NAILS &
<br />w/ 7/16" FLITCH PLATE 3.
<br />IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR
<br />FRAME TO
<br />A W/ x
<br />1015
<br />1040
<br />FBW3
<br />16"
<br />#2 SPF
<br />804
<br />(2) 2xl2 #2 SYP
<br />INDICATED HEADER CONNECTION FOR REQUIRED
<br />FRAME
<br />H 1 OA-2 w/(l 8)1 Od x 1 1/2" AT 2 PLY TRUSSES
<br />930
<br />1080
<br />(6)1 Od NAI LS
<br />ANCHOR BOLTS
<br /><�>
<br />wl 7/16" FLITCH PLATE
<br />4.
<br />CONNECTIONS.
<br />ALL HEADER JACK AND KING STUDS SHALL BE FASTENED
<br />FRAMETO
<br />MTS12w/(14)10d x 1 1/2"(AT EXTERIOR
<br />850
<br />990
<br />FBW4
<br />16"
<br />(2)16d
<br />(3) 12d TOENAILS OR (2)
<br />#2 SYP
<br />NO
<br /><@>
<br />(2) 1 3/4" x 11 1/4" LVL
<br />TO EACH PER DETAIL WF37/SN.
<br />FRAME
<br />LOCATION INCLUDE (3) 12d TOENAILS)
<br />TOENAILS
<br />12d END OR BOX NAILS
<br />UPLIFT
<br />2.01E Fb=2600 5.
<br />FASTEN ALL MULTI -PLY HEADERS TOGETHER w/ (2) ROWS
<br />E
<br />FRAME TO
<br />MGT w/(22)10d NAILS AND 5/8" A.T.R. w/ 12"
<br />3330
<br />3965
<br />FBW57
<br />16"
<br />SP2 w/
<br />SP1 w/(6) 10d NAILS&
<br />#2 SYP
<br />439
<br /><@>
<br />(2) 13/4" x 9 1/4" LVIL
<br />2,OE Fb=2600
<br />12d COMMON NAILS AT 12" O.C. OR (3) ROWS IF 2xlO OR
<br />MASONRY
<br />EMBEDMENT W/ SIMPSON "SET" EPDXY
<br />(6)10d NAILS
<br />ANCHOR BOLTS
<br />2xl 0 #2 SYP
<br />LARGER TYP. EACH SIDE OR (2) ROWS 1/4" x 3 1/2" SDS
<br />FRAME To
<br />HTS20 w/(24)1 Od x 1 1/2" (AT EXTERIOR
<br />1125
<br />1310
<br />FIBW6
<br />16"
<br />(2) SP2 wl
<br />(2) SP1 wl (6) 1 Od NAILS &
<br />#2 SYP
<br />878
<br /><@>
<br />(3)
<br />w/ 1" FLITCH PLATE
<br />WOOD SCREWS @ 16" O.C. TYP. EACH SIDE.
<br />FRAME
<br />LOCATION INCLUDE (3)12d TOENAILS
<br />(6)10d NAILS
<br />ANCHOR BOLTS
<br />6.
<br />FASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILS
<br />FRAME TO
<br />(2) HTS20 w/(48)10d x 1 1/2" (AT EXTERIOR
<br />2250
<br />2620
<br />-
<br />PER SIDE.
<br />FRAME
<br />LOCATION INCLUDE (6)12d TOENAILS
<br />FBw7l
<br />12"
<br />(2)16d
<br />TOENAILS
<br />(3) 12d TOENAILS OR (2)
<br />12d END OR BOX NAILS
<br />#2 SPF
<br />NO
<br />UPLIFT
<br />7.
<br />IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
<br />HGT-2 w/ (16)10d NAILS AND (2) 5/8" A.T.R.
<br />FRAME TO
<br />w/ 12" EMBEDMENT w/ SIMPSON "SET"
<br />6485
<br />10345
<br />FBW81
<br />12"
<br />SP2 w/
<br />SP1 w/ (6) 10d NAILS&
<br />#2 SPF
<br />535
<br />HEADER SUPPORT - NUMBER OF JACKS & STUDS REQUIRED AT OPENINGS
<br />MASONRY
<br />EPDXY (HGT-3 FOR 3-PLY)
<br />(6)10d NAILS
<br />ANCHOR BOLTS
<br />F-BW9
<br />12"
<br />(2) SP2 w/
<br />(2) SP1 w/ (6) 1 Od NAILS &
<br />#2 SPF
<br />1070
<br />OPENING
<br />2x4 WALL
<br />2x6 OR 2x8 WALL
<br />FRAMETO
<br />MASONRY
<br />FGTR w/ (18) 1/4" x 3" SDS WOOD SCREWS
<br />AND (2) 1/2" x 5"TITEN HD ANCHOR BOLTS
<br />3400
<br />4725
<br />(6)10d NAILS
<br />ANCHOR BOLTS
<br />SIZE
<br />JACKS EA END
<br />KINGS EA END
<br />JACKS EA END
<br />-4
<br />KINGS EA END
<br />FRAME TO
<br />(2) LGT2 W/ (32) 16d SINKERS & (14)
<br />BW10
<br />F
<br />12"
<br />(2)16d
<br />(3) 12d TOENAILS OR (2)
<br />#2 SYP
<br />NO
<br />l'-O" - T-1 1 "
<br />(1)
<br />(2)
<br />(1)
<br />(2
<br />MASONRY/
<br />1/4" x 2 1/4" TITEN (2 PLY TRUSS)
<br />3500-M
<br />3240-F
<br />4060-M
<br />3770-F
<br />TOENAILS
<br />12d END OR BOX NAILS
<br />UPLIFT
<br />FRAME
<br />OR (28) 16d SINKERS FOR FRAME (EA)
<br />Bw
<br />F
<br />12"
<br />SP2 w/
<br />SP1 w/ (6) 1 Old NAILS&
<br /># 2SYP
<br />585
<br />4'-0" - 8--1 1 "
<br />1 (2)
<br />(3) 1
<br />(2)
<br />(2)
<br />FRAME TO
<br />(2) LGT3 w/ (24) 1/4" x 3" SIDS SCREWS
<br />4730-M
<br />6570-M
<br />(6)10d NAILS
<br />ANCHOR BOLTS
<br />10'-0" - 16'-0"
<br />(3)
<br />(4) 1
<br />(3)
<br />(4)
<br />MASONRY/
<br />& (8) 3/8.1 x 5" TITEN (2 PLY TRUSS)
<br />5010-F
<br />6960-F
<br />FBW12
<br />(2) SP2 w/
<br />(2) SP 1 w/ (6) 1 Od NAILS &
<br />FRAME
<br />OR (52) 16d SINKERS FOR FRAME (EA)
<br />12-
<br />(6)10d NAILS
<br />ANCHOR BOLTS
<br />#2 SYP
<br />1170
<br />BEAM TO
<br />HU410 OPT HUC410 w/ (18) 16d & (10) 10d
<br />G#2680
<br />2x CRIPPLE STUDS @ 16" O.C. w/ (1) SIMPSON SP2 CONNECTOR @ TOP AND BOTTOM.
<br />BEAM
<br />NAILS
<br />U#1 895
<br />CROSS REFERENCE CHART
<br />-PROVIDE (3) 2x CRIPPLE STUDS BELOW ANY GIRDER TRUSS BEARING OVER HEADER.
<br />BEAM TO
<br />HU410 OPT HUC410 w/ (18) TITEN
<br />G#4500
<br />SIMPSON SP1 / USP SPT22 SIMPSON SP2 USP SPT24
<br />CONNECT G.T. TO STUD W/ (2) SIMPSON HTS20 STRAPS AND CONNECT BOTTOM OF
<br />MASONRY
<br />1/4" x2 3/4" & (110) 1 Od NAILS
<br />U#1800
<br />(2) 2x HEADER (U.N.O.) SEE FLOOR PLAN FOR MIN. SIZE. SEE
<br />HD/SN FOR
<br />STUD TO HEADER w/ (2) SIMPSON HTS20 STRAPS, U.N.O. (IF STUD IS LESS THAN 10"
<br />BEAM To
<br />HU46 OPT HUC46 w/ (6) 10d NAILS &
<br />G#1785
<br />G#3000
<br />CONNECTION INFO. IF HEADER IS WITHIN A WALL w/ NO UPLIFT
<br />AS INDICATED
<br />TALL THEN USE SIMPSON CS18 INSTALLED FROM BOTTOM OF HEADER, UP STUD,
<br />MASONRY/
<br />(12) 1/4" x 2 3/4" TITEN (TO MAS.)
<br />U#1 135
<br />U#1 135
<br />IN THE WOOD BEARING WALL SCHEDULE, THE CONNECTORS INDICATED IN
<br />OVER TOP PLATE & BACK DOWN OTHER SIDE OF WALL TO BOTTOM OF HEADER -
<br />FRAME
<br />OR (12) 16d & (6) 10d (FOR FRAME)
<br />SYP-F
<br />SYP-M
<br />WF09 & HD CAN BE IGNORED
<br />FASTEN STRAP w/ (2) 1 Od NAILS @ 3" O.C.)
<br />-7
<br />T/ WALL
<br />MASONRY WALL
<br />(2) 2x TOP
<br />7
<br />FRAME TO
<br />(2) HETA16 OPT (2) HETA20
<br />1 -PLY w/ (10) 1 Od x 1 1/2" OR
<br />2035
<br />1920
<br />SEE PLAN
<br />(SEE PLAN)
<br />PLATE
<br />HEADER (SEE HEADER AND
<br />MASONRY
<br />2-PLY wl (12) 16d
<br />2500
<br />2365
<br />.1
<br />BEAM SCHEDULE FOR
<br />2x TOP PLATE SEE,
<br />INT. BEARING WALL
<br />SIMPSON
<br />FASTENING REQUIREMENTS
<br />HTSM 16 w/ (8)1 Od NAI LS AN D (4) 1/4"x2 1/4"
<br />955
<br />1110
<br />WF17/SN FOR
<br />ATTACHED TO EXT.
<br />LSTA30 EA. END
<br />UP- T
<br />& SEE PLANS FOR SIZE)
<br />FRAME TO
<br />TAPCONS
<br />ADDITIONAL INFO
<br />BEARING WAL L,
<br />OF HEADER
<br />HEADER
<br />(QPT.)
<br />MASONRY
<br />OR
<br />SEE MS03/L2 FOR
<br />(CENTER AT
<br />HTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 1/4"
<br />2x M I D-SPAN BLOCKING w/
<br />CONNECTION INFO.
<br />BOTTOM OF
<br />i
<br />DOWN -SET
<br />TAPCONS
<br />955
<br />1110
<br />(2) 12d TOENAIL @ EA. END
<br />2x STUDS wl NO
<br />HEADER)-
<br />WRAP OVER
<br />11
<br />EADER(OPl-
<br />KING STUD(S) (SEE
<br />FRAMETO
<br />H10S w/ (8) 8d xl 1/2" NAILS AND (2) 3/8"x4"
<br />780
<br />910
<br />ONLY FOR WALLS TALLER
<br />THAN 8'-0"
<br />UPLIFT, SEE CHART
<br />TOP PLATE AS
<br />CHART ABOVE FOR INFO)
<br />MASONRY
<br />TITEN HD
<br />CONNECTOR TOP AND
<br />ABOVE FOR O.C.
<br />SPACING AND PLAN
<br />REQ'D.
<br />JACK STUD(S) (SEE
<br />FRAME TO
<br />DTT2Z w/ (8) 1/4" xl 1/2" SIDS WOOD
<br />SCREWS AND (1) 1/2-0 A.T.R. EPDXIED w/
<br />1835
<br />2145
<br />BOTTOM PER WOOD
<br />Im
<br />FOR LOCATION AND
<br />SIMPSON SP4
<br />WINDOW
<br />DOOR
<br />CHART ABOVE FOR INFO)
<br />MASONRY
<br />SIMPSON 'SET" (SEE NOTE #4)
<br />BEARING WALL SCHEDULE
<br />WALL SIZE. ATTACH
<br />w/ (6) 1 Od NAILS
<br />"(SEEARCH�
<br />OPENINGI
<br />'(SEEARCHI
<br />, OPENING
<br />0
<br />HTT5 wl (26) 1 Od x 1 1/2" NAILS AND (1) 518"0
<br />STUDS T&B w/ 2-GUN
<br />@ 24" O.C. (SP6
<br />FRAME TO
<br />A.T.R. EPDXIED W/ SIMPSON "SET"
<br />3740
<br />4350
<br />ANCHOR BOLT(S): 1/2" A.B.
<br />I
<br />NAILS
<br />FOR 2'�(6", SP8
<br />HTT4 w/ (118) 16d x 2 1/2" NAILS
<br />MASONRY
<br />(SEE NOTE #4 BELOW)
<br />OR A.T.R.W/ SIMPSON SET FF
<br />FOR 2"x8")
<br />"CONNECT
<br />SILL PLATE
<br />& 5/8"0 A.T.R. EPDXIED W/ 6"
<br />MIN. EMBEDMENT (MIN.) BASE
<br />FRAME TO
<br />HTT4 w/ (18) 16d x2 1/2" NAILS AND (1) 5/8"0
<br />@ 32" O.C. w/ EMBEDMENT! LLLL
<br />OF7"MIN.OR1/2"TITEN L?
<br />SEE FOUNDATION
<br />GIRDER TRUSS
<br />(SEE NOTE
<br />CONNECTION AT EACH SIDE
<br />MASONRY
<br />A.T.R. EPDXIED w/ SIMPSON "SET"
<br />3640
<br />4235
<br />w/ 4 1/2" MIN. EMBEDMENT �11` STE
<br />FOR FOOTING
<br />DIRECTLY TO
<br />#1)
<br />U.N.O. ON PLANS (IF AT STEP,
<br />(SEE NOTE #4 BELOW)
<br />1
<br />7" MIN PAST LOWER SLAB.) ONIL 'IF
<br />TYPE&SIZE
<br />HEADER w/ (2)
<br />6" MIN. EMBEDMENT PAST
<br />FRAME TO
<br />H 10S w/ (24) 1 Od xl 1/2" NAILS
<br />770
<br />910
<br />INDICATED WOOD BEARING
<br />SIMPSON
<br />LOWER SLAB)
<br />FRAME
<br />WALL OR SHEAR WALL, SEE
<br />(
<br />HTS2-0, VANA.,l.
<br />FRAME TO
<br />HM9KT w/ (4) 1/4"xl 1/2" SIDS WOOD
<br />'x2
<br />760
<br />760
<br />PLAN FOR BEARING WALL/
<br />CROSS REFERENCE CHART
<br />MASONRY
<br />SCREWS & (5) 1/4 1/4" TAPCONS
<br />SHEAR WALL LOCATION
<br />NOTES:
<br />SIMPSON LSTA30 / USP LSTA30
<br />VGT w/ (16) 1/4"x3" SIDS WOOD SCREWS &
<br />GENERAL BEARING WALL NOTES:
<br />1. OPENINGS GREATER THAN 4'-0" PROVIDE (2) 2x
<br />SIMPSON SP4 / USP SPT4
<br />FRAME TO
<br />MASONRY
<br />(1) 5/8"0 A.T.R. EPDXIED w/ SIMPSON "SET"
<br />3555
<br />4940
<br />1 . ALL STRUCTURAL LUMBER DESIGNATED AS SYP SHALL BE
<br />SYP #2 AND ALL
<br />SILL PLATE W/ A35 CLIPS EACH SIDE.
<br />SIMPSON SP6 / USP SPT6
<br />w/ 12" MIN. EMBEDMENT
<br />STRUCTURAL LUMBER DESIGNATED AS SPF SHALL BE SPF #2 U.N.O.
<br />2. NO TOPTM SHALL OCCUR OVER
<br />SIMPSON SP8 / USP SPT8
<br />(2) VGT w/ (32) 1/4"x3" SIDS WOOD SCREWS
<br />2. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO.
<br />,�CES
<br />OR E HEADER.
<br />SIMPSON HTS20 / USP HTW20
<br />FRAME TO
<br />& (2) 5/8"0 A.T.R. EPDXIED w/ SIMPSON
<br />5170
<br />7185
<br />3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED
<br />3. HO TIONS NOT REQUIRED AT
<br />SIMPSON SP2 / USP SPT24
<br />MASONRY
<br />"SET" w/ 12" MIN. EMBEDMENT
<br />4. CONTACT E.O.R. IF SP4's, SP6's OR SP8's CONNECTORS ARE SUBSTITUTED, TO
<br />BEARINe0NVqECjqeR45LIFT.
<br />SIMPSON A35 / USP MPAl
<br />VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS.
<br />SIMPSON HTT4 / USP HTT45
<br />r(D
<br />FRAME TO
<br />VGT wl (116) 1/4"x3" SDS WOOD SCREWS &
<br />5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED.
<br />AT
<br />FRAME
<br />HDU4-SDS2.5 w/ (10) 1/4"X2 1/2" SIDS WOOD
<br />3285
<br />4565
<br />SEE WF06 AND FB06 OR INDICATED DETAIL FOR PROPER
<br />CONNECTIONS FOR
<br />06PEININGS
<br />SCREWS & (1) 518"0 A.T.R.
<br />i -
<br />2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY
<br />HOD SCALE: NONE
<br />FRAME TO
<br />(2) HTT5 w/ (52) l6d"X2 1/2" NAILS &
<br />8750
<br />10180
<br />PROJECTS ONLY)
<br />FRAME
<br />(2) 5/8"0 A.T.R. (SEE NOTE #4)
<br />6. IF "SW" IS INDICATED ON PLAN THE WALL IS CONSIDERED A SHEAR WALL AND
<br />REQUIRES MIN. 7/16" OSB / PLYWOOD W/8d NAILS @ 4" O.C. IN FIELD AND EDGE BEAM SCHEDULE
<br />TO ONE SIDE OF WALL. U.N.O. ON PLANS.
<br />7. ALL 2x EXTERIOR WALLS wl SHEATHING ATTACHED PER NAILING SCHEDULE MARK BEAM SIZE FASTENING SCHEDULE
<br />TB13/SN ACTS AS SHEAR WALLS, SEE PLAN AND WALL SECTIONS FOR STUD //\ (2) 2x8 SYP #2 w/
<br />SPACING AND GRADE. I I DRAI '711r-11 n00 Cl 1-rrLJ
<br />8. ALL TOP PLATES AND SILL PLATES SHALL BE THE SAME SPECIES AS THE WOOD
<br />PLATE
<br />z
<br />:5
<br />z
<br />GENERAL CONNECTOR NOTES:
<br />STUDS.
<br />z
<br />00.
<br />Z:5
<br />0 a.
<br />1 . CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARI NG WOOD WALLS / BEAMS w/ (2) 12d TOENAILS.
<br />9. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10, THESE
<br />(2) 2xl 0 SYP #2 w/
<br />(2) ROWS OF 12d @ 12" O.C. TYP.
<br />cj 0
<br />(j
<br />2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.0 ON PLAN.
<br />WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT,
<br />7/16" OSB FLITCH
<br />EACH SIDE
<br />3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL
<br />THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2X PLATE CAN BE
<br />PLATE.
<br />zi <
<br /><
<br />OUT.
<br />ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE
<br />x
<br />u-
<br />X
<br />u-
<br />4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS
<br />ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE.
<br />(2) 2xl 2 SYP #2 w/
<br />OF 10d NAILS @ 3" O.C. STAGGERED.
<br />7/16" OSB FLITCH
<br />5. MINIMUM A.T.R. EMBEDMENT: 5" EMBEDMENT FOR 1/2" A.T.R. 6" EMBEDMENT FOR 5/8" A.T.R. 8"
<br />PLATE.
<br />EMBEDMENT FOR 7/8" A.T.R. (IF AT STEP, DEPTH IS FROM LOWER SLAB).
<br />0�>
<br />(2) 1 3/4"xl 1 1/4"
<br />2.OE Fb=2600
<br />04
<br />MINIMAL CONNECTOR LINO ON FRAMING PLAN
<br />LVIL
<br />04
<br />1 . CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS LINO ON
<br />(2) 1 3/4"xl 17/8"
<br />cr
<br />0
<br />PLAN
<br />2x4 SPF#2 wl 2-12d NAILS @ 24" O.C. @
<br />LVL 2.OE Fb=2600
<br />c')
<br />0 u'
<br />0
<br />0 z:
<br />2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO
<br />PARALLEL TRUSS CONDITION
<br />(2) ROWS 1/4" x 3 1/2" SIDS WOOD
<br />uj
<br />zz
<br />00
<br />I'
<br />0
<br />00 -
<br />MASONRY WALLS SEE DETAIL FB12/D3 FOR MORE INFORMATION
<br />LIJ
<br />z
<br />z
<br />3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS
<br />(2) 1 3/4"xl 6" LVL
<br />SCREWS @ 16" O.C: TYP. EACH SIDE
<br />0
<br />0
<br />U)
<br />-j
<br />Z
<br />co
<br />-j
<br />4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2) AT
<br />ROOF TRUSS
<br />2.OE Fb=2600
<br />OR (2) ROWS OF 12d NAILS @ 12"
<br />z
<br />R
<br />0
<br />R
<br />EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT
<br />O.C. TYP. EACH SIDE
<br />0
<br />(n
<br />-j
<br />0
<br />(3) 2xl 0 SYP #2 wl
<br />a.
<br />1:�
<br />0
<br />2) 7/16" OSB
<br />FLITCH PLATES
<br />CO
<br />02
<br />Q-0
<br />Z)
<br />0
<br />a.
<br />M
<br />0
<br />MINIMAL CONNECTOR UNO ON FRAMING PLAN
<br />)/4" MIN. SPACE
<br />0
<br />0
<br />SIMPSON DTC w/4-8d NAILS TO
<br />0
<br />0
<br />1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM
<br />TOP PLATE AND 2-8d NAILS @
<br />(3) 1 3/4"x9 1/4"
<br />LVL 2.01E Fb=2600
<br />0
<br />0
<br />MINIMAL CONNECTOR LINO ON FRAMING PLAN
<br />SLOT @ 4'-0" O.C. MAX
<br />2x STUDS @ 24" O.C. MAX
<br />1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD
<br />WALLS AND/OR BEAMS
<br />2x PT BOTTOM PLATE 771
<br />GENERAL BEAM NOTES:
<br />1 . VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACH
<br />END)
<br />2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS
<br />WF18� NON-BRG INTERIOR WALL 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN
<br />SCALE: 3/4"= V-0" APPROVAL FROM THE E.O.R.
<br />-N -;Z�
<br />04
<br />;0
<br />;0
<br />2-2x4 LAMINATIONS w/ 3-2x- LAMINATIONS w/ 2-ROWS OF
<br />1-ROW OF STAGGERED 10d STAGGERED 16d COMMON WIRE NAILS
<br />COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE)
<br />(D = 0.148", L= 3") OR EQUAL (D = 0. 162", L= 3-1/2") OR EQUAL
<br />4-2x - LAMINATION PROVIDE Y4"0x5Y2"
<br />LAG SCREWS AT SAME SPACING AS
<br />ABOVE
<br />NOTES:
<br />1 . ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE
<br />COLUMN.
<br />2. ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF
<br />THE LAST LAMINATION
<br />3. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFO.
<br />MULTI -PLY FASTENING_
<br />SCALE: 3/4" = l'-9'
<br />HEADER, SEE PLAN FOR SEE HD/SN FOR ADDITIONAL HEADER
<br />w I--- LOCATION AND SIZE INFORMATION
<br />346"
<br />O.S.B.
<br />EACH
<br />SIDE
<br />2x BLOCKIN
<br />ILAFTO O.S.B.
<br />IEN 2-8d EA. EN
<br />EDGE VIEW
<br />3-16d COMMON
<br />NAILS, TYP
<br />2x8 wl 2-16d TOE
<br />NAILS EA. END
<br />OPENING -
<br />FRAMING, SEE
<br />HD/SN FOR
<br />ADDITIONAL
<br />INFORMATION
<br />wl wi - off --
<br />HEADER, SEE PLAN FOR LOCATION AND SIZE
<br />2 1
<br />'/16" OSB w/6d NAILS @ 16" O.C. -7 A
<br />TO SIDE AND TOP NAILER
<br />AT
<br />2x w/ 2-16d TOENAILS EA. END
<br />2x4 SPF CONT. BLOCKING ATTACHED TO
<br />�'16" OSB w/ 2-8d NAIL
<br />7'-0" MAX OPENING 0
<br />02� WOOD FRAMED ARCH
<br />SCALE: 3/4" = V-0"
<br />UPLIFT CONNECTOR
<br />TYPICAL SEE PLAN
<br />GROUT TO BE -
<br />FLUSH WITH
<br />TOP OF WALL
<br />PRECAST "U" LINTEL(S) FILLED
<br />SOLID W/ 3000 PSI GROUT (SEE
<br />LINTEL PLAN FOR MINIMUM
<br />SIZE & REINFORCEMENT)
<br />PROVIDE KNock--auall
<br />BLOCK FOR FIRST
<br />;COMPLETE CMU COURSE
<br />BELOW SILL & FILL SOLID
<br />W/ (1) #5 BAR FOR ALL
<br />WINDOW OPENINGS 7' -8-
<br />1 AND LARGER
<br />15/32" OSB
<br />EXPOSURE
<br />SHEATHIN(
<br />PROVIDE BLO(
<br />AS REQUIRED
<br />SECTION X-X 11
<br />FULL HEIGHT c
<br />9x RIBBON OR
<br />BETWEEN FLOOR SYSTEM
<br />0 LO
<br />Z
<br />z(ou
<br />(2)-2x TOP PLATE BEYOND //- 15132"OSB EXPOSURE 1 z
<br />SHEATHING
<br />2
<br />yl
<br />SOLID 2x BLOCKING
<br />@ ALL SHEATHING Lu a
<br />Lu UJI
<br />EDGES X:
<br />U)
<br />(SEE SECTION X-X) a
<br />Zi U)
<br />0 Z
<br />U)
<br />OPENING
<br />11
<br />11
<br />I
<br />W
<br />LLI u-
<br />FL 0 <
<br />X
<br />X
<br />E
<br />,-2x STUDS BEYOND. w w
<br />SEE PLAN
<br />go
<br />co
<br />0 K
<br />U)
<br />')-,A 0r DACC r3l Arr- DC\/f'%Klr% 0
<br />111=6=1
<br />VERTICAL HORIZONTAL
<br />WALL ELEVATION DIAGRAR
<br />..Q" = KIAII
<br />PACING
<br />3/4"
<br />1/2"
<br />SINGLE NAIL EDGE SPACING
<br />/2"
<br />U) Ln z
<br />Q) C-10
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<br />w ILL
<br />LL
<br />THIS DOCUMENT AND/OR THE DESIGN
<br />CONCEPTS EXPRESSED HEREIN ARE THE
<br />PLAN
<br />PROPERTY OF KEESEE ASSOCIATES AND
<br />ALL RIGHTS OF OWNERSHIP, INCLUDING
<br />COPYRIGHT OF INTELLECTUAL PROPERTY,
<br />ARE RESERVED THE REPRODUCTIONS,
<br />COPYING, OR USE OF THIS DOCUMENT
<br />AND/OR THE DESIGN CONCEPT WITHOUT
<br />AT ALL PANEL BLOCKING
<br />THE WRITTEN CONSENT OF KEESEE
<br />LOCATIONS SHALL BE MIN 2 X 4
<br />ASSOCIATES IS STRICTLY PROHIBITED D
<br />#2 SPF TURNED VERTICAL W/
<br />PROTECTED BY UNITED STATES AND
<br />7/16" FLITCH PLATE TO W/ (2) 12d
<br />INTERNATIONAL LAW.
<br />TOENAILS EA. END. NAIL FLITCH
<br />PLATE TO VERTICAL W/ (4) 8d
<br />NAILS
<br />04 J#
<br />6
<br />-Z
<br />N o 73750 IS
<br />\--(2) 8d NAILS @ 3" O.C.
<br />Go
<br />STAGGERED FOR SHEATHING
<br />fr- W
<br />F uj co
<br />T /j/ W Z
<br />_j W
<br />VERiICAL BLOCKING 4� r g
<br />0
<br />DOUBLE NAIL EDGE SPACING SECTION X-X -,I otq co
<br />.;iffmills
<br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,
<br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE
<br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8"
<br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END
<br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT
<br />PENETRATE SURFACE MORE THAN Y8".
<br />y NAIL AT BASE 2 ROWS @ 4" O.C. W/ 8d COMMON NAIL.
<br />rD-l\
<br />\,Dj NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL.
<br />611\
<br />\,�- NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL.
<br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL.
<br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C.
<br />W/ 8d COMMON NAIL.
<br />0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d
<br />COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT.
<br />OU (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF
<br />GABLE END.
<br />NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2".
<br />DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE
<br />SURFACE MORE THAN Y8" I
<br />T1313� WALL SHEATHING INSTALL & NAILING SCHEDULE
<br />SCALE: N.T.S.
<br />UPLIFT
<br />CONNECTOR
<br />PROVIDE SCREEN WHEN
<br />TYPICAL
<br />BLOCK BELOW IS NOT
<br />(SEE PLAN) -
<br />REQUIRED TO BE FILLED.
<br />LO
<br />04
<br />STANDARD 90
<br />z
<br />E: Lo
<br />w x
<br />DEGREE HOOK (TYP.)
<br />HOOK LINTEL
<br />10" 2
<br />w 0
<br />REINFORCING
<br />HOO
<br />a--TYP.
<br />BOND BEAM
<br />INTO SIDE
<br />TY
<br />8"x 8"x 16"K.O.
<br />VERTICALS ----
<br />LINTEL BLOCK
<br />FILL w/ 3000 psi
<br />CONC. W/ (1) #5
<br />REBAR BOTH SIDES
<br />DIA. REBAR
<br />OPENING U.N.O.
<br />STD. 90 DEGREE
<br />CORNER FILLED
<br />PROVIDE STD.
<br />wl 3000 psi
<br />90'HOOKW/MIN.
<br />GROUT W/ (1) #5
<br />25" LAP SPLIC
<br />DIA. REBAR
<br />ON EA. END--.,,
<br />INDICATES
<br />FILLED CELL
<br />FROM FTG. TO
<br />PROVIDE
<br />BEAM W/ (1) #5
<br />KNOCK -OUT
<br />IBLOCK FOR FIRST
<br />BAR
<br />COMPLETE CMU
<br />COURSE BELOW
<br />8" x 8"x 16"
<br />SILL & FILL SOLID
<br />CMU U.N.O.
<br />W/(l)#5 BAR
<br />TYP. DOWEL
<br />j
<br />25" MIN LAP
<br />11'
<br />(AC1530)
<br />SEE FOUNDATION PLAN FOR
<br />SEE FOUNDATION PLAN FOOTING REQUIREMENTS
<br />FOR LOCATION
<br />Sol� BLOCK WALL REINFORCEMENT_
<br />) REVISION 10-19-16 SCALE: 1/2"= T-0"
<br />FILLED SOLID W/ 3000 PSI GROUT
<br />(SEE LINTEL PLAN FOR MINIMUM
<br />GROUT TO BE SIZE & REINFORCEMENT)
<br />FLUSH WITH STANDARD 90
<br />TOP OF WALL--\ DEGREE HOOK
<br />REV. FBC 7TH ED. 2020
<br />SPLICE BETWEEN WALL
<br />REINF. & LINTEL TOP STEEL
<br />AT EACH SIDE OF OPENING
<br />- TYP. CONT. BOND BEAM
<br />8" x 8" x 16" K.O. LINTEL
<br />BLOCK FILL w/ 3000 PSI
<br />GROUT W/ (1) #5 DIA. REBAR
<br />7
<br />IL
<br />ul
<br />04
<br />a.
<br />PROVIDE 3"x3" HOLE
<br />IN BOTTOM OF
<br />PRECAST LINTEL TO
<br />EXTEND WALL REINF.
<br />THROUGH AS REQ'D.
<br />(DO NOT CUT STEEL) I
<br />REBAR BOTH SIDES REBAR BOTH SIDES
<br />OF OPENING U.N.O. OF OPENING U.N.O.
<br />12" OR LESS
<br />INDICATES
<br />FILLED CELL
<br />FROM FTG. TO
<br />BEAM w/ (1) #5
<br />BAR
<br />SEE FOUNDATION PLAN FOR'
<br />FOOTING REQUIREMENTS
<br />SHEAR FRAME
<br />SCALE: 1/2" = T-O"
<br />REVISION 10-19-16
<br />8" x 8"x 16"
<br />CMU U.N.O.
<br />TYP. DOWEL
<br />25" MIN LAP
<br />(AC1530)
<br />SEE FOUNDATION PLAN
<br />FOR LOCATION
<br />SINGLE OR MULTIPLE WINDOWS
<br />LJJ
<br />Z
<br />0
<br />cn
<br />E
<br />M
<br />z
<br />SHEET INFORMATION
<br />DATE: 10/15/20211
<br />DRAWN BY: NJ
<br />PROJECT NO: 21-6096
<br />REVIEWED BY: SL
<br />wl Plan Revisions Date:
<br />1 1 DOOR AT BACK LANAI
<br />Sheet Name
<br />NOTES &
<br />SCHEDULES
<br />Sheet No. SN
<br />
|