|
24'O/C MAX,
<br />OWN 0 04�Ei
<br />HURRICANE ANCHOR PER UPLIFT
<br />SCHEDULE
<br />b' DIA4 STD. STEEL PITS
<br />FILLED SOLID W/ CONCRETE
<br />DBL. S.P.F. TOP PLATE
<br />EMBEDED PIPE PROTECTED
<br />W/ CATALYZED POLYURETHANE
<br />WALL SHEATHING, SEE TYPICAL
<br />CONC. SLAB, SEE PLAN
<br />2-STORY WALL SECTION DETAIL
<br />2x S,PF. STUDS a 16' O.C.
<br />2 ROWS, 5/6'xl0' 'J' BOLT W/ 8'
<br />EMBEDMENT STAGGERED 9 24'
<br />\ \ 1
<br />O.C., W/ 2' DIA x' WASHER
<br />CONC. FOOTING, SEE PLAN
<br />6 MIL VAPOR BARRIER
<br />USP MSTAM24 (OR EQUAL) W/ (9)10d
<br />2'x8' P.T. PLATE
<br />COMP. SOIL, SEE PLAN �/
<br />1
<br />INTO STUD 4 (5) I/4 x2-114, TAF'CONS
<br />f-WEEP SCREED INSTALLED PER
<br />INTO cM<l
<br />MANIF.
<br />PIPE 5OLLARID
<br />DETAIL
<br />U5P MSTAM36 (OR EQUAL) W/ (13)10d
<br />8'x8'xlb' Ko. BLOCK W/ (1) 05 CONT. 4 FILL
<br />SCALE:
<br />I/2'
<br />INTO STUD 4 l8) I/4'x2-1/4' TAP'CONS
<br />SOLID WITH GROUT
<br />=1'-0'
<br />INTO CMU BOTH 51DES OF WALL i EA
<br />STUD (CENTER STRAP a TO.M.)
<br />MASONRY WALL (DESIGN AS
<br />CANTILEVER)
<br />1/2' CDX PLYWOOD OR lnb' O.S.B. SHEATHING-
<br />REQV. FOR ALL EXTERIOR OR SHEAR WALLS
<br />AS INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ Sd COMMON NAILS a 4' O.C. e
<br />BOUNDARIES, b' O.C. a EDGES, AND a 12' O.C,
<br />FIELD
<br />5/Vx 10' 'J' BOLT 6 24'
<br />O.C. W/ 2*3/16' PLATE
<br />WASHER (TYP)
<br />2'
<br />3 1/2" MIN.
<br />z 3 1/2"(min.) - 4"
<br />(2) 05 CONT
<br />(1) ROW 2x BLOCKING a MID HGT.
<br />FOR WALL HGT. S 6-b'. (2) ROW5
<br />2x BLOCKING 0 3rd PTS FOR WALL
<br />HGT, > 81-b'.
<br />SEE SHT 53 FOR
<br />INSULATION CHART
<br />2x STUD 6 EA. FLOOR TRUSS
<br />(24' O.C. MAX)
<br />USP SPT22 CONNECTOR
<br />2x P.T. BOTTOM PLATE
<br />6xb WIA x WIA
<br />WWF OR FIBERMESH
<br />�D P A
<br />4
<br />(:D
<br />WALL 5 CTION 0 POWER
<br />SEET YP. 2-5TORY WALL SECTION FOR SCALE: 3/4'=1'-0'
<br />ADDITIONAL INFORMATION.
<br />i°d'x(o' LAG
<br />USP M5TC40 SCREWS AT.
<br />ABOVE 6' O,C.
<br />STAGGERED
<br />// 31/2'(min.1- 4'
<br />USP MSTC40
<br />USP 14TTI6 ABOVE
<br />U.N.O. MIN.
<br />5YM50LS
<br />BUILDING SECTION KEY
<br />(Section No. over Sheet No.)
<br />INTERIOR ELEVATION KEY
<br />(Elev. No, over Sheet No.)
<br />DETAIL KEY
<br />�- (Detail No. over Sheet No)
<br />0 WINDOW SCHEDULE KEY
<br />(SEE WINDOW SCHEDULE BHT. )
<br />(- STRUCTURAL NOTE
<br />O -H HOSE BIBS
<br />H.B.
<br />AREA TABULATION
<br />MODEL 2985
<br />15T FLOOR LIVING
<br />1355 SF.
<br />2ND FLOOR LIVING
<br />1644 SR
<br />TOTAL LIVING
<br />2999 SF.
<br />GARAGE
<br />649 SR
<br />COVERED ENTRY - ELEY. 'A'
<br />45 S.F.
<br />COVERED ENTRY - ELEY. 'B'
<br />39 SF.
<br />TOTAL AREA: ELEV. 'A' 3693 SF. ELEV. 'B' 3661 S.F.
<br />* * * * * *
<br />A.N. STAND DIMENSIONS
<br />GAS = 6' H. x 36' W. x 52' L.
<br />ELEC.: = 24' H. x 30 W. x 52' L.
<br />******
<br />NOTE TO TRUSS COMPANY:
<br />ALIGN TRUSSES TO
<br />ALLOW FOR A.H. To
<br />BE ALIGNED.
<br />* * * *
<br />>�a CONNCION DI
<br />SCALE: N.T.S
<br />* * * *
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG.
<br />* * * *
<br />WINDOW SCHEDULE
<br />FIRST FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING 5F.
<br />SILL HEIGHT
<br />A
<br />355H
<br />54' X 63'
<br />1'-0'
<br />48312' WIDE X 2625' HIGH
<br />881 S.F.
<br />1'-10'
<br />B
<br />235H
<br />38, X 3V
<br />1'-0'
<br />33312' WIDE X 15.15' HIGH
<br />3b4 S.F.
<br />3'-10'
<br />C
<br />25SH
<br />38' X 63'
<br />1'-0'
<br />33312' WIDE X 15,15' NIGH
<br />52a SF.
<br />SECOND FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING 5F.
<br />SILL HEIGHT
<br />D
<br />2554
<br />38' X 63' (FRAME)
<br />1'-2'
<br />33312' WIDE X 2625' NIGH
<br />5,89 S.F.
<br />T-1'
<br />E
<br />1/2 336H
<br />21' X 39' (FRAME)
<br />11-2'
<br />23312' WIDE X 15,15' HIGH
<br />255 BE
<br />31-1111
<br />I
<br />A/C PAD
<br />50'-0'
<br />-0° 5' 4' 9' 6' V-4' -11 10'-3'
<br />----
<br />- - -- -10 ---- ---- -------------- -----
<br />-
<br />A/C PAD
<br />(SPAN OVER
<br />+242 /
<br />/
<br />26.4 P'SF 14OMPH
<br />2 OPENINGS)
<br />i
<br />140MPN
<br />MPH
<br />__
<br />H.B./`; F,21,T61-21,1 P5F 140MPH+26,1
<br />0 -� / -298PSF 145
<br />MPH
<br />+242 / -2E4P
<br />+23,4 / -25b P5F
<br />8.4 P5F 145 MPH®
<br />+26.1 / -28145
<br />+252 / -215 P5F
<br />;:�MPH
<br />\ 6068 5L.G1,D ,,
<br />, : - - - - -O.H.C. - = c_=:
<br />1-01Is6..'; 01
<br />s4
<br />II
<br />DWG
<br />REF.- -
<br />SINK �- -
<br />\`
<br />19'-0"
<br />8'
<br />I I11
<br />\
<br />HEN�`-
<br />kT
<br />N
<br />FL CLG,
<br />\
<br />X
<br />'NOOK\
<br />34' HICSH 10CE WALL,BELOWt
<br />I
<br />FAMILY ROOM(
<br />: \ \
<br />\
<br />ia�r,TE: E ' . L'-
<br />R xtE1151oN I- _ -
<br />\
<br />I8'-4' x I6'-6' dI
<br />V-V FLAT GLG.
<br />'':, 12t1' x I6'-6' . `
<br />;r \ 8'-8"F(cAt CLCx.
<br />\ __- ---� \
<br />I o
<br />\ \ \�
<br />\ \
<br />\ - \ .r 26f�8\
<br />S6
<br />ol
<br />X
<br />�.
<br />`
<br />Im'_ I0'
<br />C : -
<br />TO' COLD
<br />p
<br />GG (W/ STUDS a g
<br />1/2 WALL OR SPINDLES
<br />1' TO COLUMN
<br />L
<br />s3
<br />S3 EA TRUSS)
<br />PER CUSTOMER SPECS.
<br />\
<br />5 .
<br />4 - 2- - -` 1 - _-6'
<br />D
<br />5 SHELVE
<br />l5)
<br />s3
<br />m aD r S LLl 'aF �51ER,5
<br />UP 1653
<br />Lu,uzoE'
<br />8
<br />S6 FRM. SHEAR WALL 2
<br />2
<br />�
<br />M
<br />-- - ---
<br />`°
<br />10' T. 4 /-1 b' Iz
<br />- -
<br />(SIM. W/OUT METAL
<br />A
<br />0
<br />�o o
<br />INSULATED
<br />WALL
<br />I
<br />UPLIFT 4 (2) STUDS Ca THRESHOLD
<br />S3
<br />3 T
<br />a EA. SET OF TRIM) PROVIDE FATHER PIPE BOLLARD (W/
<br />3
<br />STRIPPING AROUND OPTION GAS W.H. ONLY)
<br />r
<br />5T01 AGE �s6 e
<br />PERIMETER OF DOOR SEE DET. A/2
<br />�,
<br />UNDER-----
<br />STAIRS
<br />8' HEAD HG'T.
<br />'
<br />53
<br />(SIM, W/OUT
<br />3 C,4RA1R,4C� NOTE: W.H. SHALL BE ELEVATED
<br />MIN. 18- ABOVE GARAGE FF. W/
<br />301-0' 20'-6'
<br />UPLIFT
<br />x
<br />OPTION GAS W.H, ONLY
<br />8'-B' FLAT CLG. -----
<br />TB
<br />2
<br />5' 10� 3' 4' 4' I I': 5' 5'
<br />\
<br />EA�T�6D
<br />_
<br />19'-10' ID -I0.__
<br />------ --- __ _-- - - -- ---� ---_ -�
<br />r
<br />2066
<br />8-, LAT �
<br />G.
<br />-
<br />22' x 36' ATTIC
<br />_
<br />e
<br />-'�
<br />_ �;;
<br />r�
<br />4 STEP ry
<br />�- - -- - -� ACCESS ABY. W/
<br />1
<br />N
<br />:P
<br />22 X39 R.O.
<br />W.C.
<br />LG. ,
<br />`
<br />\�
<br />LINE OF GARAGE DOOR
<br />LINE OF GARAGE DOOR
<br />HB
<br />SHVS. /` 1
<br />'
<br />IN OPEN POSITION
<br />IN OPEN POSITION
<br />���
<br />�53
<br />I I �
<br />12 -8 6,
<br />-
<br />I I I
<br />20 -2 Ba 10 10
<br />---- - -- - -'--------------- ------
<br />tI1
<br />FLEX
<br />K
<br />K Is, K
<br />�'
<br />1 1
<br />12 -0 x 12 -0
<br />V-V FLAT CLG.
<br />,
<br />84
<br />ib'-0' x 1'-0'
<br />54 _ 6K 54
<br />H. GARAGE DR V-0' x 1'-0' O.H. GARAGE DR
<br />S6
<br />S3
<br />-- - -
<br />- - I
<br />+223 / -253 PSF 14OMPH
<br />+242 / -21.1 PSF 145 MPHI
<br />A
<br />- - -
<br />LINE OF 2ND � - - - -- - - �8 3
<br />-
<br />- -
<br />S3 (51Ma
<br />53
<br />FLOOR ABOVE
<br />+21.4 / -138 P5F 140MPH
<br />LINE OF CANTILEVERED
<br />_
<br />-26b PSF
<br />140MPH +248 / -21� PSF 14OMPH -28b PSF
<br />140MPH
<br />145 MPH
<br />+23,1 / -25b P5F 146 MPH
<br />2ND FLOOR ABOVE
<br />(ELEVATION '139 ONLY
<br />+24.8 / -32.1
<br />+26.1 / -35.1
<br />145 MPH +26,1 / -29,0 PSF 145 MPH
<br />PORCH
<br />64, CL'G.
<br />HGT.
<br />_
<br />-----
<br />-
<br />,4
<br />©)
<br />I
<br />S3
<br />(SPAN OVER
<br />I
<br />2 OPENINGS)
<br />3'-10,
<br />3'-5'
<br />T-0'
<br />4'-V
<br />2'-O'
<br />-0'
<br />I6'-0'
<br />21-81
<br />8-0'
<br />1'-81
<br />124'
<br />8'-8'
<br />-- -- -- - -------- --
<br />4'
<br />-- _2' - .-_�_--- ---------
<br />50'-0' __- -_.- --- - ...------------- - - --
<br />(DLOWER FLOOR f=)LAN
<br />- SCALE: I/4'=1'-0'
<br />( K
<br />+24.5 / -26b PSF I 14OMPH '' F CLG I 94
<br />+263 / -28b P'SF 1145 MPH 1, 77,
<br />LINE OF 2ND 5TORY
<br />s PORCH
<br />n IL,
<br />10 8'-8'CLG, HGT.
<br />FLAT SOFFIT g --
<br />-16' 50. CMU
<br />COLN, BASE
<br />-- 5EE DET. 9/45 FOR
<br />I'-4' 3'4 I'-4' I'-4°
<br />COLUMN DETAIL
<br />13'-4' TO END WALL 1'-4't,29'-4'TO GARAGE WALL
<br />MARTIAL LOWER FLOOR PLAN = ELEV. 11E311
<br />SCALE: 1/4'=1'-O'
<br />DIMENSION CONVENTION
<br />& EXTERIOR OPENING DIMENSION
<br />-OUTSIDE FACE OF 8"
<br />NOMINAL BLOCK
<br />4" FRAME: WALL_ U.N.O.
<br />LEGrENO
<br />VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN
<br />GROUTED CELL TYPICAL UNO.t HOOK INTO TIE BEAM AT TOP 4
<br />FOOTING At BOTTOM)
<br />FILL CELL t0 ONE COURSE ABY PIPE (NO REBAR)
<br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOt
<br />TO BE FILLED UNLESS SHOWN ON THE PLAN)
<br />8'-8' TOP OF MASONRY
<br />BEARING WALL 2X STUDS * 16' O.C. W/ 1/2' GYP. (UN.O.ON PLAN)
<br />2X STUD W/ i/2' GYP,
<br />FLOOR PLAN NOTES
<br />I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION INFORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-IN5 MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />F13C 1103).
<br />3, *-DENOTES EGRESS WINDOW
<br />4, GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
<br />MANUFACTURER
<br />5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />PRODUCT.
<br />b. LISTED WIND PISSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRESSURES, FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE
<br />DIVIDED BY 06.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
<br />SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR
<br />HONEYCOMB -CORE STEEL DOORS NOT LE55 THAT 13/6 INCHES THICK, OR
<br />20-MINUTE FIRE -RATED DOORS.
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A
<br />MINIMUM NO, 26 GAGE SHEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS 0
<br />OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE
<br />OPENINGS INTO THE GARAGE.
<br />16T FLOOR sTRLZTu;Q,4L NOTES
<br />lO PROVIDE (1) 0 5 CONT IN 8" PG LINTEL 4 (1) 0 5 IN 8" KO BLOCK ABOVE
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoengineering.com
<br />CA 25948
<br />o
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<br />00
<br />LO
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<br />U
<br />IO
<br />"11::;:
<br />()
<br />O7
<br />3
<br />FILLED SOLID WITH GROUT.
<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />O
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />NOT USED
<br />BUILDING CODE, SECTION R301 FOR
<br />O3
<br />PROVIDE (1) 0 5 CONT. IN S" P.C. LINTEL W/ 2" RECE55 4 (1)0 5 IN 8" KO, BLOCK
<br />140 MPH (Vasil=108MPH), 3 SEC. GUST,
<br />EXPOSURE ENCLOSED (INTERNAL
<br />�/�`� /
<br />ABOVE, FILLED SOLID WITH GROUT
<br />PRESSURE COEFFICIENT =t0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />4
<br />(2) 2x12 5P"2 HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) U5P LSTAIS 0 EA. END.
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWNGONLY.
<br />PROVIDE (1) JACK 9 EA. END OF HEADER W/ (U USP HTTI6 a BASE LINO ON THE
<br />PLAN. (REFER TO DETAILS N/54 4 Q154 FOR ADDL. INFO)
<br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />� ,,I
<br />(3) 2X4 BUILT-UP COLUMN
<br />02 18-TH ESE DRAWO HE
<br />OINT PROPERTY FINGS DANSCO EANDDNGIN ERNGARETLLC AND
<br />THE CLIENT ON THIS PROJFCr. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />O
<br />(1) JACK UNDER HEADER AND (3) STUDS W/ (1) USP Httib BASE
<br />REVISION:
<br />�i
<br />(5) 2X4 BUILT-UP COLUMN W/ USP HTTI6 9 BASE
<br />DATE
<br />DESCRIPTION -
<br />12.13.17
<br />1.00 6TH 17) FBC
<br />OS
<br />(2) 2x6 BUILT-UP COLUMN W/ USP HTTI6 6 BASE
<br />TESD.
<br />UPDATES
<br />_
<br />12.29.17
<br />_ _
<br />1.01 PLAN REVISIONS TO HVAC
<br />SPACE & ELECTRICAL
<br />04.30.18
<br />1.02 REV. FLOOR TURSS LAYOUT
<br />O (3) 2x6 BUILT-UP COLUMN W/ USP HTTI6 a BASE --
<br />O9 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR PAU44 a BASE, --
<br />1
<br />PROYIDE MIN, b EMBEDMENT INTO SIMPSON = I -Al- EPDXY OR EQUIP. FOR
<br />VERSION NO. 1.02 / 04.30.18
<br />ANCHOR BOLTS
<br />:Do (2) (2) 2X8 SFK BEAM W/ USP 14TW20 is COLUMN 4 USP THD28-2 MASONRY HANGER
<br />At WALL END, USING (6) 3/16' X 13/4' POWERS FASTENERS. EXTEND BEAM PAST
<br />'
<br />k'
<br />x ✓ `ag3
<br />COLUMN TO SUPPORT GABLE TRUSS,
<br />C4 .�. r
<br />✓ff
<br />11 (2) 2X8 SPM BEAM W/ USP THD28-2 HANGER 0 END 4 USP THD28-2
<br />'
<br />n .
<br />BEAM
<br />MASONRY HANGER 0 WALL END, USING (b) 3/Ib' X 13/4' POWERS FASTENERS.
<br />:
<br />• ' r I
<br />L1-I
<br />NOTES:
<br />` ' �n�
<br />M`.
<br />1, POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF FNECAST LINTEL FOR EQUAL DEPTH 4
<br />, <. a
<br />a T d
<br />REINFORCEMENT INFO AS INDICATED ABOVE (REFER To POWER B0X LINTEL CATALOG FOR
<br />�'
<br />a 8 �4
<br />MORE INFO)
<br />F "A
<br />2. PROVIDE Mil 8' EMBEDMENT FOR HTTI6 ANCHOR BOLTS. ANCHOR BOLTS TO BE ALL
<br />THREADED ROD INTO 51MPSON SET-XP EPDXY, SIMPSON TITEN HD, OR J-BOLT.
<br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE
<br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />CONSTRUCTION.
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TOLu
<br />Q
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />H
<br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION.
<br />a
<br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT
<br />W
<br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<br />Z
<br />ADDITIONAL FEES.
<br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER
<br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
<br />W
<br />C C
<br />c�
<br />a�
<br />Lu
<br />m
<br />7-
<br />Lll c5y
<br />aI
<br />to _DN
<br />CV
<br />W� S-0
<br />QLu ua
<br />• R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM SHEET TITLE:
<br />THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE LOWER FLOOR PLAN
<br />OF A SPHERE 4 INCHES (102 mm) IN DIAMETER
<br />EXCEPTIONS: GENERAL NOTES &INFO
<br />1, THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE SHEET INFORMATION:
<br />RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE JOB NO.: 381319
<br />OF A SPHERE b INCHES (153 mm) IN DIAMETER
<br />2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH DATE ISSUED: 10.09.18
<br />ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (Ili mm) IN DIAMETER
<br />• HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE DRAWN BY: JH
<br />FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT REVIEWED BY: TH
<br />DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE
<br />RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER
<br />FRC 6TH EDITION (2011) R311.1.82 ,
<br />• ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRC 6TH EDITION 2
<br />(2011) R311.1.
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