HomeMy WebLinkAboutFLOOR PLAN11
IL
GENERAL NOTES
1. THE GENERAL CONMACTOR SNNL VEF1FY P DIMENSIONSM0 CONDRIONS ON MEMO SIFE PRIOR TO ERECTOR STARTING
.OWL
I, lWY DEVIATWNS FROM MOSEBAWINGS DUE M M t-D CANOIRONS SI1 BE BRCUGW TO ME ATFFNTON OF ME
ENGI NEER O F RECORD.
G. ME GENERAL CONTRACTOR SIWL M=DE PEDESRNW PRCMCTION DU RING ME CON SMU7FCN M COMPLY WIM LOCAL
CODES. FEDE WY. NN OEM REGU.M S.
4. ME GFNERPL CO NM CMR SH PRCVIDEP ME NECESSNYI MEONS FOR GARBAGE&SEEMS REMOVAL
LIGHT GAUGE STEEL
i. 6RNCMRA MEW SWISS TUNING S CONFORMTOISMM l3.
2 SMOCT MIGHTGMGAVGETUBING6NlLL COtO'CM TOM KNNURAOEMF1010.FY-3CNFONS AMLVIMVM.
3. DESIGNIIGNTWONSID 16NMESSINO.CIXiFORMTOMEMANUFACl11RERS 5PECIFICATONSAS GNIEDOOTWn1E
DESIGN OF UMF SOME AWINCS.
4. DESIGN OFLIGM WVGE6IRIICWRALSIEELSNLLL BE DOME IHACCCROPNCE WITH ME ANSI COID FORMED SR?EL DESIGN
WELDING
1. SMUCFU.LNELONG SNOLL CONFORM TOAW5 DIA
2 6TRIICTURALUGM SMOGS WELDING SINLL EMPORIA TO ME D13
3, SRUICTURAL WELD I NO SN BE DONE W ME 6XOP O F A UCENSED FABRICATOR
4 ALL 3IRUCNRAL FIELD CORDING SINII BE PERFDRMEO BY A CEMFIED WELDER
5. AWS E30X[ELECMODE65511WW}EL�BEMM FOR=SMUOFU LLWELAj EXCEPTFORSPECMC=FS.
6. PLLWELOSgLONOTHElE4GR10F MpA8FR6WOICATEDONPFCXRECNRPLORBTWICRIRPLDRAW BVFNOFSRFO.
$14LL1 BE A M W. OF i' OF Y16' FILLET W RD G I Y SPACING
BOLTS
1.. ALLDO SCOW.BEASThIATEXIGXSTRENGMBMTSUNUE NO DOn1 MRONME EDMWINGS.
2 HIMSMENSMSMTS6PNI.BEINSTALEEDUSWGME"NRNOFNUI'nGHIFNINGMEMW. BOLMSMULLSSMOUGHM
MEE UGFG MNOMI MDMENnGXTENW113TUXN.
SCREWS
1. 3XEETMETPLSCREYIS 6w.LLBEMMEFl20MCARBW 61FELWIRE
2 &¢EPNO SPACING BH4LL BE INOIGITEDON MEBEOPAWING6.
ANCHOR BOLTS
1. ANCMFBOLTBSW SEOFASTUX07MATERI
2 WSFA MMOFANC MBOLMSNALLBEINACCCR CEWIMT MSICODEOFST4NONNPRACTICE.SECTIONT.S.
POP RIVETS
1. PLL PDFWVETSSNAU.SEMESRFAKMWGREL SIA'O RNEFTYPE & M..MFMM 1R 5TPNGPRD111.
2 MISNESSW4I BE I.. OFST. ESS STEEL.
G. SOME AND BRINGING SI BE INGKATED ON MEEE DRAWINGS•
4. POP NNETS SH NOT BE USED W SMVSNRAL MPUCATONS Uf G SPECIFCALLY CANED MR BY ME DESIGN
.DNS.
W STING CEILING M REINV N
IIGNTWEIGHTSTORAGE MIBARFA Q
1
3A, COXSHEAMINO ROM SIDES W)
8E MN IS Q 6'.O.C. AT ME EDG ES &
2X BLOCKING[$ MIDDLE OF SPAN 10' O.C.INMEFIELD
BUILDING DEPARTMENT REVIEW COMMENTS
PERMIT NO.-19DIM)OU
1. 3 CWGWALSEFEMD CDFRWIOEO 3. SCAPE OF MM-NEW METAL SND WANS& NEW WOOD SNDW/LLLS TO 1
PRONDEMERHEMG MG WEIGNFBTOPAGE Q
M 9. ME FUNMON OF E ELEVATED AREAIS NOSED ON M E NAN M O SEGMON. '
CIFPR H MMGS MV E BEEN ADDED M SECFION
4. LDW WA LHENNTWISBEENINIS.EED
PORT(SEEPIPN)X16GY
STEELSMDSOIIFO.C.Wl
Tov130FTOMMFMERrsIu PIATES
W I M4 X 31P Ss.lBM SCREW S
EAWNNE 0"IFFRWGHOIIT
IWDRYWP E%-SIDEOFME6TUD
A HEDW/CWMIERSUNNSS%1'
DRYfi4ll SCREWS ® IrOD. WOL
2%VfipT WL.SRACWG @ MIDNEIGM
- A..� 1/G'X31?ENSDO.TAPLON$�FA
EN0.6 tTO.C. nPtOVGNOVT
METAL STUD WALL ASSY.
SWF: y[v1'4
2 X 10 NISSEN BOMO
ATTACHED ---
NEW 2 X 1062 SYP WVTERS@IVD.C. USING(3SIDINNIS
(2) 2 X 4 TOP PLATE
FP W, SIMPSON M O TO TOP PLATES
W/BIMPBON @E )
(10)Be NABS�FA j5 (S EkSIA SIDEE( -
FJOSTINGWOOD.SWOWA V.I.F. NEW 2 X 4 WOOD MD BEARING
WALLIVO.C.WIIEE COX SHEATHING
BOMSIDESWIWNNW@@ O.C.AT
MEEWES&I0 C.WMEFlEID
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
WALL SECTION -.BEARING WALL
swE: yr=rm
1111 NEW 2X4 PT&2 SYP BOTTOM PLATE
SIMPSON WSA NIXTTOEA OPENING ATTACHED TO SIPB WI 114'XY
&EVERYOMERSIUD [TOP&BOTTOMJ EMBED. TAPWNS®EA END &24'
WILIO)BE NNLB�EA IS EA SIDE) O.C. THRWGHOUT
EXISTING CONCRETE SIAB. V.LF.
APR 2 2019
Permitting Department
St. Lucie County, F
r aor 1p
i �'
opr;i
rar.i��ra
NEW 2 X 4 BEARING WALL
AND RAFTER FRAMING,
.LIGHTWEIGHT STORAGE
ABOVE
NOTES:
1. LIGHTWEIGHT STORAGE=
125 POUNDS PER SO. FOOT
NOTES:
1. OCCUPANCY TO REMAIN THE SAME.
2. BATHROOM ARE EXISTING.
3. ADDING INTERIOR WALLS ONLY.
FLOOR PLAN
BCALE y1C=t'-0'
DEMO PLAN
SCALE:3�1B'=1'�O'
NEW 2" X 8" 16GA.
METAL STUD WALLS (AS
SHOWN) TOP OF WALL
Q 48" Wl COUNTERTOP,
TBS BY OWNER
COUNTY
FIRE AS O
FIRE
REVIEWED AND A]
REVIEWED BY: _
DATE:
NEW 2" X 4" 16GA. METAL
STUD WALLS (AS SHOWN)
FULL HEIGHT
U
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GENERALNOTES
I. THE GENERAL CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS ON THE JOB SHE PRIOR
TOERECTORSTARDNGWORK
2. ANY DEBATONS FROM THESE DEWAINGS DUE TO FIELD CONDITIONS SHALL BE BROUGHT TO ME
ATTENTION OF ME ENGINEER OF RECORD,
3. THE GENERAL CONTRACTOR SHALL PRONOE PEDESTRIAN PROTECHON DURING TIE CONSTRUCTION TO
COMPLY W RH LOCAL CODES, FEDERAL AND OSHA REGULATORS
0. ME GENERAL CONTRACTOR SHALL ENWIZE ALL ME NECESSARY MEANS FOR GARBAGE S DEBRIS
REMOVAL
LIGHT GAUGE STEEL
1. STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO AM AREA
2 3TRUCNMLUS HT GAUGE TUB I N G S HALL CONFORM TO ASTM AS 13. GRACE MITI BY-30 BE I, AS
MINIMUM.
3, BUYOUT U GHT GAUGE STEEL SHAPES SHALL CONFORM TO ME MANUFACTU HERS SPED FICATIONSAS
CALLED OUT IN ME DESIGN CA -GU IATIONSN RAW NGS
A DESIGN OF US IT GAUGE STRUCTURAL STEFL 3 HALL BE DONE IN ACCORDANCE WITH ME ANSI COLD
FORMEO3TEELOESIGNMANUAL.
WELDING
t. STRUCTURAL WELD ING SHALL CONFORM TO AW501.1
E. STRUCTURAL LIGHT GAUGE WELDING SHALL CON FORM TO AM 01J
3. STRU CTURAL WET. NO SHALL BE 0 ON E W TH E SHOP OF A LICENSED FABRICATOR
4. All. STRUCTURAL FI Ew WELDING SHALL BE PERFORM ED BY A CERTIFIED WE -DER.
i AWN ETOX% ELECTRODES SHALL 8 E USED FOR ALL STRUCTURAL WELDS, EXCEPT FOR SPECIAL CLIPS.
G ALL WELDS ATONE ME LENGTH OF MEMBERS INOI CATED ON ARCHITECTURAL OR STRUCTURAL
DRAWINGS, BUT NOT SIZED, SHALL BEAMIW OF2.OF WI6'FILLET WELD ®1T SPACING.
BOLTS
1. ALL BOLTS S HALL BE ASIA MZS H IS IT STRENGTH BOLTS UNLESS NOTED OTHERWISE ON THESE
DH INGB.
2 HIGH STRENGTH BOLTS SHALL BE INSTALLED USING ME•NRN OF NUT' TIGHTEN IN G M ETHOD. SO ME HALL BE BROUGHT TO THE SNUG TIGHT CONONON AND MEN TIGHTENED TO TURN.
SCREWS
t. SHEET M ETAL SCREWS SHALL BE MADE MOM CARBON STEEL WIRE
2 SIZE AN 0 WAGING SHALL B E INDICATED ON TH ESE DRAWINGS.
ANCHOR BOLTS
1. ANCHOR BOLTS SHALL BE OF AM A307 MATERIAL-
2. WSTPLLATON OF ANCHOR BOLTS SHALL B E IN AGOG ROANCE WITH ME ANSI CODE OF STAN CARD
PRALnCCISECTONT.s.
POP RIVETS
1. ALL POP RIVETS SHALL B E THEBREAK MANDREL BOND WVET TYPE B SHALL CONFORM TO IFI STANDARD
114.
2. FINISHES SHALL BE ALUMINUM OF STAINLESS STEEL
3. AND SPACING SHALL BE INDICATED ON THESE DRAWINGS,
9. POP RIVETS SHALL NOT B E USED IN WHO= RAL APPLICATONS U RIMSSPECIFICALLY CALLED FOR BY
ME DESIGN CALCULATIONS-
2X BLOCKING @ MIDOLE OF SPAN
B• X 16 GA STEEL $NOS ®1 B'
OG W/TOPMOTTOMMEADERSILL
PLATESW #14X3 S5. TEK
SCREWS®E4 CONNECTION
THROUGHOUT
I ATTACHE FLL EA SIDE O URRAOXO
ATTACHE RGREWS @ 12-O Q MACS'
ORYW ALL SLRE W $ � 12.E C Mq%
2' %P PT I NT. BRACING ®MI OHEIGHT
�T 1N'%312'EMBED. TAPCON3 SEA
END.816'O.C. TiROUGHOIR
METAL STUD WALL ASSY.
«., �.tm-11
314' COX SHEATHING BOTH SIDES WI
NAILS @ V O.C. ATTHE EDGES 8
10'OC. IN THE FIELD
DEMO PLAN
SCALE; WIV-1'-0-
L3v
NEW 2" X 4" 16GA.
METAL STUD WALLS 4
(AS SHOWN) r
2 X 10 RIBBON BOARD ,_ p
ATTACHEO TO EA RAFTER
NEW2XIO#2SYPRAFTERS@WO.C, USING(3)10a NAILS
w
(2) 2 %4 TOP PLATE w
O
RAFTERS ATTACHED TO TOP PLATES w
WI SIMPSON H2.5A ®EA. STUD W/ m
(to) m NAILS � EA (s EA smEl w
3'-0• 12'-1 t• 6'-0• T-W T-01
s3
k�
IXISTNG WOOD 5N0 WALL, V.I.F. NEW 2 %4 WOOD STUD X G
WASHETHING NEW 2 X 4 BEARING WALL
LL SIDES. WH2• COX BHFAQ
BOMSIDES
W1ea CC. IN
QE G.G. AT AND RAFTER FRAMING,
THE EDGES 8 t0' O.L.IN THE FIELD LIGHT WEIGHT STORAGE
C W
ABOVE (0 �
x m >
7m
NOTES: y 4 0-
1. LIGHTWEIGHT NDSPER
SQ. FOOT
= � x v0
126 POUNDS PER SO. FOOT NEW 2' X 4` 16GA. I
METAL STUD WALLS N i
U.
(AS SHOWN) c<o 16
W 0
SIMPSON H2.5ANEXTTO EAOPENING NOTES: =m z
s EVERY OTHER SWD CROP S BOTTOM) 1. OCCUPANCY TO REMAIN THE SAME. C O
W",)Ba rvA1Ls@EA (s EA s1EEl rvEwzxa•PrmsrP eprroM 2. BATHROOM ARE EXISTING. �w
PLATE ATTACHED TO SLAB W1114'x - E� wZ .S
3.EMBSD. TAPcorvs EA ENDa 3. ADDING INTERIOR WALLS ONLY.
24• oc. THROUGHOUT
1426E
FLOOR PLAN N. SCALE 3I16•=1'-0' sxFET � _
WALL SECTION - BEARING WALL ExlsnrvG corvcREre sLAB,v.I.F.
SCALE :In. =1'A I A
GENERAL NOTES
L THE GENENAL CONTRACTOR SWJL VERIFYALL DIMENSIONS AND CONDITIONS ON ME JOB SITE PRIOR
TO ERECTOR STARTING WORK
2 ANY DEVIATIONS FROM TRESE DRAWINGS DUE TO FIELD CONDITIONS SHALL BE BROUGHT TOME
ATTENTION OF ME ENGINEER OF RECORD.
3 THE GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION DURING ME CONSTRUCTION TO
COMPLY WITH LOCAL CODES, FEDERAL. ANN OSHA REGUTAPONS.
4. THE GENERAL CONTACTOR SHALL PROVIDE ALL ME NECESSARY MEANS FOR GARBAGE & DEBTS
REMWAL
LIGHT GAUGE STEEL
1. STRUMHAL LIGHT GAUGE STEEL SHALL CONFORM TO ASM A553/A
2 STWCTURALDGHT GAUGE TUBING SRALLCONFORM TO ASTM MRS, GRADE W1010, FY-SOREL AS
MINIMUM.
3. BUYOUT UGMT GAUGE STEEL SHAPES SMALL CONFORM TO ME MANUFACTURERS SPECIFICATIONS AS
CALLED OUT IN ME DESIGN GLCUTATONS9RAYANGS
4. DESIGN OF UGHT GAUGE STRUCTURAL STEELSHAH-BE DONE IN ACCORDANCE WRH THE ANSI COLD
FORMED STEEL DESIGN MAN WL
WELDING
1. STRUCTURAL WELDING SHALL CONFORM TO AWS DIA
2. STRUCTURAL LIGHT RAIDS WELDING SHALL CONFORM TO ADD DIG
3. EMUCTURALWEIDINGBHALL BE DONE IN ME SHOP OFA UCENSEDFABNUTOR
4. ALL SMUCTURAD DEMO WELDING SHALLBE PERFORMED BY A DENTURES WELDER
S. ARMS E)OXX ELECTRODES SHALL BE USED FOR ALL 6TRUCNML WELDS. EXCEPT FOR MESCAL CLIPS,
6. ALLWELDSALONGTHEIENGTR OFMWBEILSINDIG DONMCMTECRIRALORG CTI
DRAWING$,BUTNOTSREOSHALLBEAMIN. OFr OFTIVFILLETW @lrSPACING.
BOLTS
1. ALLSOLTB GHALLBE ASTMN25 HIM STRENGTH BOLTS UNLESS NOTED OTHERWISE ONMESE
DRAWINGS.
2 HIGH STRENGTH BOLTSSHALL BE INSTALLED USING THE' NM OFNUT'TGNIENING MEMO. BOLTS
SHNL B E BROUGM TO THE SNUG TIGM WND MON AND TREN TIGHTENED IM M W I.
SCREWS
1. SHEETMETALSCNEWS SHA-LBE MADE FROM CARBON STEELYMEE
2. SEEMS SPACING$HALL BE INDICATED ONMESE DRAWNG3.
ANCHOR BOLTS
1. PNCXOR BOLTSSHALL BE OF ASIM A30)MgTEp1AL
2. WSTAI ONOFMN ORBOLTSSHALLBEINA RDMCEW T
PRACTICE, SECTION)d
POP RIVETS
1. A MPRNETSSHALLBEMEBREAKMANDRELBUNORNETTYPEBSH WNFORMTOIFISTMOARD
114.
2 ENGLES SHALLBEALUMINUMOFSTAWLESSSTEEL
A. 512EANDSPACINGSHALLBEINOICAT DONTHEBEDMWINGS.
4_ PoP RNETSSHALL NOT BE USED IN STRUCTURAL APPLICATIONS UNLESS SPECIFICALLY CALLED FOR BY
THE DESIGN CALCDunDNS.
2%BI-00UNG Q MIDDLE OF SPAN
6' X f D GA STEEL STUDS ®16'
O.C. W/ TORBOTTOMMEADERSILL
PLATES PS V I J X 3N' S S. TEK
SCREWS ® EA. CONNECTION
THROUGHOUT
AT D HEDWl C0UNlEOFTHE6TX%
ATTACHEOW/COUMER-OQMA f'
oarwAuscHEws @ 1r DG MAX
r X4' PT NT.BMCING®MIOHEIGHT
114' GaIGEEMBED_ TAPCANs®Ea
EN0.8 f6'O.C.TXROUGXOUT
METAL STUD WALL ASSY.
ECNC IG?=''Y
3/4' ATHID WX SHEATHING BOTH SES W)
66 NAILS ® 6-O.C, AT ME EDGES 8
10'OG IN THE FIELD
DEMO PLAN
SCALE. 31t6' =1'-0'
c
CCj a
IF Lo
I;: L NEW 2"X4"16GA
II T METAL STUD WALLS 4
�LI (ASSHOW1 - H
2X 1p RIBBON BOARD =_ p
ATTACHED TO EA RAFTER
NEW2%f0 #2 SYP RAFTER3�16'G.G USING
(3)10l NNL$
(2)2 X4 TOP PLATE W
RAFTERS ATTACHED TO TOP PLATES TU
W/SIMPSONH -6A@EA.STUO WI N
(fO) SU NALS @ EA (SEA SIDE) W
ul
k3
EXISTING WOGD STUD WAIL V.LF. NEW 2%4 WOOD STUD BEARING
WALL 15.O,C.MUl2 CD%SHEATHING NEW 2 X 4 BEARING WALL DO
BOTH SDES W/ea NXLS g 6-G.C. AT AND RAFTER FRAMING,
THE EDGES & HE O.C. IN THE FIELD LIGHTWEIGHT STORAGE
C w
ABOVE m ❑
, m
Cc Q � N
NOTES: N < n'. `• 3
1. LIGHT WEIGHT STORAGE= A �p o"
125 POUNDS PER SO. FOOT NEW 2'X4'16G+
METAL STUD WALLS NIL
U.
4 (AS SHOWN) Na F
IL O
SIMPSON H2.5A NEXTTO EA. OPENING NOTES: = UU z
L 1MYOTHER MID (TOP a BOTTOM) 1. OCCUPANCY TO REMAIN THE SAME. C ❑
w/(10)ad NAILS®EA.(5 EA SIDE) NEWTX4'PT#2SYPB0TTGM 2. BATHROOM ARE EXISTING. q �w ��
PLATE ATTACHED TO SLAB WnN'% 3. ADDING INTERIOR WALLS ONLY. E> wm
3-EMBED. TAPCONS @ EA END 8 (1j
24-O.C.THROUGHOUT x �W ;�
� x E 7 0
1�260
4'-0' t0•-0• mnm0t0
FLOOR PLAN a
SCALE:3It6'=1'-0' B S-1
WALL SECTION - BEARING WALL EXISTING CONCRETE SLAS.W.F.
SGUE:4rz'=t'-0'
GENERAL NOTES
L THE GENERAL COMIFACf RBN>LLVERIFYAU-IMENBIONS AND COMMONS ON ME JOB ME M-TO
EAECIORSF RNGWORK
2 AM' OEVUTIONS FROM THESE OPAWINGS DUE l O REM CONUMNS SH BE BROUGHT TO THE
AT]EN RON OF THE ENGI NEER OF RECORD.
1 THE GMGFALL CONMUCIOR SH PROVIDE PEDESIRNN PROEECIION... IE CONMUCTIONM
CQ YWOH LOCAL CODES. MEAN, AND OSYA REGULATIONS.
4. THE GENERAL OONMNCIOR SHALL PROVIDE All THE NECES>RY MEANB FOR GARBAGE d DEBWS
REMOVAL
LIGHT GAUGE STEEL
1. BTRUCIURAL LIGHT GAUGE BFEELSHALLCONFORMTOASIMAS-
2 SMUCNRAL OC M GAUGE TUBING SNNL CONFORM TO A AM 3. GRAD E MINH D. FY-SO"I, AS
MINIMUM.
D. OUYOVEUGM GAUGE SIGEL SHAPES S HALL CONFORM TO THE MMMIFACNRERS SPECIRCARONS AS
CALED OM IN T HE OESIGN CALCUTATIONBNM W COGS.
'I. DES] ON OF U GM GAGE BI RUCTURN. BIEEL SH BE DONE INACCOM/JICE WMXIHEPN^uI COD
PoRMEO SIEELLEBIGN NANUAL
WELDING
I. BTROCTONA, WELD.G G. CONFORM TO AWB O LI
G. SRBICT. LIGHT GAUGE WEIDINO SHAM- CONFORM W AWB O ID
B STRUCNMLWELG.G S.B E DONE W THE SHOP OF ADCENDED FABRICATOR
4. ALLSTROGNBALFIELDWELDING GINU. BE PERFORMED W A CSMIFIEO WELDER
1. AWS EIDAX ELECTR00ES SHALL BE USED FORAM- STRUCTURAL WELDS EXC EPT FOR SPEC A- MIPS,
fi. AM- WEIRS ALONG ME LENGM OF MEMBERS WDICATED ONARCMRECNRAL OR BTHUGTUML DRAWINGS,
WR NOT SM. SW BE A MIN. OF S OF WIVHLL WELD@1S SPACING
BOLTS
I. PIL BOLTS SH BEAGIN A3 HIGH STRENGTH BOLE CHLESB NOTED OTHERWISE ON T HESE DRAWINGS.
2 HIGH BT RENGTH BOLTS SHAM- BE INBTN USING THE TURN OF I.
SW BEBROUGHTTOTIESNUGTIGHTMO MONANOTHENTGHTENEDNTIRN.
SCREWS
1. BHEETMETALSCREW59N110E\MDEFPOMCPRBONSIEEI WIRE
2 SREAHDSPACINGSN BEINOICATFDONTIESEDR MNGB.
ANCHOR BOLTS
1. ANCHORBOLTBSHVLBEOFFSIVAN]7NXIENU .
G. INSTNN ONOFM ORBOLTSSNILBEINACfAROANCEWRHTHEANBI CODEOFSTNAARD
PMLIILE.SECIION ].5.
POP RIVETS
L AM-PoPRNETBSHNLBETHEBRFP%MANORFLBLBIDRNEFTYPE851L4M-CONFORMTOIFI MCABD
114.
S. FINISHES SYW.BEALUMINUM OFSTNNLESSSIMI-
] SMAND SPACING SN BE INOIGTED ON THERE DNRNNGB
A POF N S SHAL NOT BE USED IN GDNCNML APPLIGATQVS ME$$ SPECIF1.1 CNLEO FOR BY
THE DESIGN GLCULNDONS,
6' X 16 GA. STEEL STUDS @ 16- O.C. W/
TOP/BOTTOM/HEADER/SILL PLATES W/914
X 3/4- S.S. TEK SCREWS @ EA.
CONNECTION THROUGHOUT
1/2' DRYWALL EA. S1DE OF THE STUD
ATTACHED W/ COUNTERSUNK N8 X 1'
DRYWALL SCREWS @ 12.O.C. MAX,
2- X 4' PT INT. BRACING @ MID -HEIGHT
1/4' X 3-1/2' EMBED. TAPCONS @ EA. END. & 16"
O.C. THROUGHOUT
METAL STUD WALL ASSY.
SCALE: 3/4' = 1'4)'
DEMO PLAN
SCALE- W16-=1'-0'
l;JI,FJ t`;J
raoa ra
\,O ler (J rq fJ
rar�:�
NOTES:
1. OCCUPANCY TO REMAIN THE SAME.
2. BATHROOM ARE EXISTING.
3. ADDING INTERIOR WALLS ONLY.
NEW 2'X4' 16GA.
METAL STUD WALLS
(AS SHOWN)
FLOOR PLAN
SCALE: 3116'=T-6'
NEW 2' X 4' 16GA.
METAL STUD WALLS
(AS SHOWN)
IF,
ILE COPY
N
F¢-
0
Z
S
0
O
LL
S-1
GENERAL NOTES
Q L THE GENERAL CONMB HOR Sfl IFYL DIMENSIONS ANO WHIMMNS ON ME JOB II. PRIOR TO
ERECTOR STA NG WORK
E. PNY DE =.s FROM THESE DMWINGS WE TO FlF CONORION55HNI. BE BROUGHT TO ME
ARENRON OF THE ENGINEER., I .RD.
3. ME.
HE GENEPAL COMPACTOR GN PRONIDEPEOESTRNN PRMECIICN DURING ME GONRRUCnON TO
GGMPLY WITH LOfJJ CODES, FEDERA4ANOOSIW REGUUnON3.
1, ME GENERN. LUHITHCIOR GH P 10ENL ME NECESSARY MANS FOR GMBAGE&VEERS
W REMOVAL
LIGHT GAUGE STEEL
1. STRULTUP UGMGiUGESTEEL5H CONFORMTOfSTM/S+R'A
2 fiTtUCRIRALIIGM WUGENBWG6W31 CCNFORMTOPBIMA51].GPPDE MT10f0.FY-301454 A4A
MNIMUN.
9. SVYOUTLIGM WUGESTEELSPAPESSXPIICDNPoRMTOME WWIIFACNRERSGPECIFlCAilON5 P5
wLEo our w ME.Espx w.DvunoNsawwlNGs.
1. DESIGN OF 11GMGAlIGEBMUGTUPALSIFELSHALL BE WNE IHACCORDRNLE WITH INEPNSI LOLO
FORMED sTEEi pESIGx MAxuu
WELDING
1. SMUCMULWELOMGSWllI.CONFORM TO.M.1
2 SIRUCRIRZ OGHTWOGEWELOINGSNAU.CONFORMTOAWSDI]
A STRUCTURALWEIDWGS OEMWTHESHOPOFALKMSEDFABMIG
4. All STROC FEtDWELOINGS14 5EHERFORMEDBYACER11F1EOWELOER
yj 5. AWSET=IX CTRMESSW LBEUSw MRMLSTIUCTURll WELDS.EKCEPTFORSPECIFLCIIPS.
Q6. ALLWELOS ALONGMELENGMOFMEMBFASWOIGT ONARLHOECRIMLORSMUCTIIPALORPWINGG
❑ BUTNOTSIZ .SH BEAMIHOF2.OFMC'R ETW M@ISSPACING.
BOLTS
L ALLBOLTSSF BEASTMA]]SHIGHSR MBOLTSUN1ESu NOTEDOME ISEONME FOR NM
2 HIGH SMENGM BOLTS GH BEWSTAllEVUSWGME'wRNOF NU7MGHTENWGMEMOO BOLTS
S BEBROUGM TOME
SMIG MG OGROGON ANO MEN MI ENED to M.,
SCREWS
1. SHEET METAL SCREWS SH BE MADE FROM ON STEEL WIRE.
2 86 AND SPACING SHNL BE I NOICNTBG ON THESE ORAWI NGS.
ANCHOR BOLTS
f. INST BOLT SSYPC BE BOLTS 58W BE
2 IN NCE, ON ONCHDRBOLTSSFNll BE INACCORMNCE WRXMEPN51 CODE OF$TANOMp
PR40TICE SECTION].£
POP RIVETS
L ALL FOP RIVt75 Gi LBE ME BR MANDREL BLIND RNET WFE& S Hn CONFORM To 10 STANOAPD
114.
2. FlNISNES SRM BE...0. OF STNNLEss3fEEL
3. SUE AND SPACINGS B E INDICATE. ON THESE DRAWING£
6. POP RNE... NOT BE USED IN MUCTUM APPLIGOnONS UNLESS SPECIFlCALLY C FOR BY
ME GREEN CALCUTATON£
li-
8' X 16 GA. STEEL STUDS QG 16' O.C. W/
TOP/BOT70WHEADER/SILL PLATES W/#14
X 3/4• S.S. TEN SCREWS Qa EA.
CONNECTION THROUGHOUT
1/2' DRYWALL EA. SIDE OF THE STUD
ATTACHED W/ COUNTERSUNK #8 X 1'
DRYWALL SCREWS Q 12.O.C. MAX.
2-X4' PT INT. BRACING Q MID -HEIGHT
1/4' X 3-10 EMBED. TAPCONS Q EA END. & 16-
O.C. THROUGHOUT
METAL STUD WALL ASSY.
SCALE: 3/4'=1'-0'
DEMO PLAN
SCALE 3116' =1'-0'
NOTES:
1. OCCUPANCY TO REMAIN THE SAME.
2. BATHROOM ARE EXISTING.
3. ADDING INTERIOR WALLS ONLY.
NEW 2'X4' 16GA.
METAL STUD WALLS
(AS SHOWN)
FLOOR PLAN
SCALE: 3/16' =1'-0'
NEW 2' X 4' 16GA.
METAL STUD WALLS
(AS SHOWN)
0
y
w
w
z
g
K
O
u'
S-1
F-
w
w
x
h
w
m
tRoa-
GENERAL NOTES
1. THE BENI CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON ME JOB
WORK
3 ANY DEVIATIONS FROM THESE DRAWINGS DUE TO REND CONDILONS SHALL BE BROUGHT'
ENGINEFROFRECORD.
]. THE GENERPL CONTRACTOR SHULL PROVIDE PEDESTRIAN PROTECTION DURING THE CONE
CODES. FEOEAAL AND OSHAREGULMIONS..
4. ME GENERAL CONTRACTOR SHALL PROWOE ALL ME NECEBSNY MEANS FOR GARBAGE
LIGHT GAUGE STEEL
BUILDING DEPARTMENT REVIEW COMMENTS
PERMIT NO.-190MOM
.No 1. 3 ORIGINAL BETS AND CD PRONDED
2 SCOPE OF WORK- NEW MI STUD WALLS B NEW WOOD STUD WALLS TO
PROVIDE OVERHEAD LIGHT WEIGHT STORAGE
]. THE FUNCTION OF THE ELEVAFEO AREA IS NOTED ON THE PLAN AND SECTION.
LCGV. CLEAR HEIGHTS NAVE BEEN ADDED TO BECTION-
4. LONWALLHEIGHTHASBEENINOICATED
1. STRDCNRN. UGXT DRUG E STEEL SHALL CONFORM TO ASTM PIiSYA
2. STRUCHURN.UGHTWUGETUBING SHALL CONIDIO. FORMTOASTMA611GRADE N FY-N KSI.ASAMINIMDM.
]. BWOUT UGHT CRUDE STEELSWJES S HALL CONFORM TO TH E MANUFACTURERS SPECIFICATIONS AS CALLE0OUT 1N TIE
DESIGHCALCULATINB9RAWINGS.
4, DESIGN OF LIGHT GAUGE STRUCTURAL STEEL SHALL BE DONE IN ACCORDANCE WITH ME ANSI COLD FORMED STEEL DESIGN
MANUAL -
WELDING
1. STWCTII RAL WELDING SWIG CONFORM TO AM 0.1
2. STRUCTU RAL LIGHT CAUSE WELD I NG 5 HALL CONFORM TO AWS DI
1 51 RUCTU RAL wEwING SHALL BE DONE IN THESHOP OF A LICENSED FAB0.1 W 100.
4. ALLSTRUCNRALFIEWWMINGSIALLBEPERFOWEDBYACERTIRFOWELDER,
5. AWSCOIXELECTRODES $HALL BE USED FOR ALL STRUCTURAL WELDS. EXCEPT FOR SPECIAL CUPS.
1. ALL WFASP, -NG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR 6TRUCNRAL DRAWINGS. BUT NOT SHED,
SWILL BEAM. OF T OF Will-FlLLEF WELD 0 IF SPACING.
ALL SOUR $ WLLL BE ASTM A335 HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE ON THESE DRAWINGS,
N ON STRENGTH BOLTS SHALL BE INSTALLED USING ME 1. OF NN' TIGHTENING METHOD. BOLTS SHALL BE SRO UGHT TO
THE SNUG TIGHT CONDITION AND TH EN TIG NTEN ED JIM TURN.
ANCHOR BOLTS
1. ANCHORBOLTSSWJLBEOFASTMA]01MATERWL
S. INSTAUATON OF ANCHOR BOLTS SNALL S E I N ACCORDANCE WITH THE ANSI CODE OF STANDARD PFU4TBCE. SECRON]5.
POP RIVETS
1. ALL POP RIVET6 SPNL BE ME BREAK MANDREL BLIND COVET TYP E S 6INLL CONFORM TO IFI STANDARD 114.
2 FWBHES SHALL BE ALUMINUM OF STPJNIESS STEEL
3. 52E AND STAB ING SHALL BE I ND I WTEO ON THESE DRAWIN GIL
4. PON RIVETS SHALL NOT BE US ED N STRUCTURAL APPUWTONE UNLESS SPECIFICPILY CALLED FOR BY ME DEBII GN
CALwunGNS.
,"
E GSTINO CEIUNG TO REMAIN
UGF?wEJGHTSTGFAGETHISAAEA J
2X BLOCKING I&MIOOLE OF SPAN
SIMPSONLOS26 ATTACHED A
W/(B)1M NAILS
XV CDX SHEATHING BOTH SIDES W/
W NABS � E O.C. AT THE EDG ES S
10. O.C. IN THE FIELD
ID 02 SYP RAFTERS @ 16. O.C.
RAFTERS ATTACH L:O TO TOP PLATES
Wl SIMPSON H2EA ® EA STUD W/
(ID) Ba WVLS Q EA (5 EA SIDE)
EXISTING WOOD STUD WALL. VLF.
WALL SECTION - BEARING WALL
SCALe MF=ll
SIMPSON HZEA NW TO EA OPENING
S EVERT OTHER STUD (TOP ILBOTTOM)
WI (10)SB NAILS ®EA (SEA SIDE)
VTSL
LRINGS 01O OD.G4
sTEELsn1Ds®1S OD. MIS
.014 Sm- ISSI5BERATES
W/ COM ECSSFEKSCREW5
FACONNECTIONIXROUCXOUT
I? GRYY/PLL EA S BE OF TIE.
ATTACHED W/LWNTERSU NK0 X I'
DRYWPLLSLI .®12'G.L. MAX
2 X NB PT INT. BRALI NG @ MI"HEIGHT
I/4' X 11rz EMBED. TAPCONS a EA
ENDS I6.O.L.MROUGXWT
METAL STUD WALL ASSY.
SGIE:I? • I'C
2X 10 RIBBON BOARD
ATTACHED TO EA RAFTER
USING(3)IN NAILS
(2)2X41OPPLATE
NEW 2 X 4 WOOD STUD BEARING
WALL 1S O.C. W/ ITT CDX SHEATHING
BOTH SIDES W/ BE NAILS @ VO.C.AT
THE EDGES S TV O.C. IN THE FIELD
NEW 2 X4 PT 02 SYP BOTTOM PIATE
ATTACHED TO SLAB W/ IN' X3-
EMBED. TAPCONS ® EA- END S 24-
0C THROUGHOUT
omriars �.a
l Jl9 I
raraa��r.:i
NEW 2 X 4 BEARING
AND RAFTER FRAMING
LIGHTWEIGHT STORA
ABOVE F
NOTES:
1. OCCUPANCY TO REMAIN THE SAME.
2. BATHROOM ARE EMSTING.
3. ADDING INTERIOR WALLS ONLY.
NOTES:
I.WE[
O
GE= '
_LIGHT
126 POUND
P S
FOOT
DEMO PLAN
scnLE: W16--r-0.
NEW 2" X 8" 16GA.
METAL STUD WALLS (AS
SHOWN) TOP OF WALL
Q 48" W/ COUNTERTOP,
TBS BY OWNER
16GA. METAL
i (AS SHOWN)
COUNTY LL ui PC L/
a oa
RILL a
a O
w Jo
� LL
Co w
co w
_< z
G
�
N Of
E� gaz
e F CR
4
ExlsnrvG CONCRETE swO, W.F. T � FLOOR PLAN /���� y1FE1Xp/�
SCALE: yt6'v p-0' F'1 ` �„p `-_l
4
ExlsnrvG CONCRETE swO, W.F. T � FLOOR PLAN /���� y1FE1Xp/�
SCALE: yt6'v p-0' F'1 ` �„p `-_l
03- oo��f
EI
GENERAL NOTES
BUILDING DEPARTMENT REVIEW COMMENTS
PERMIT NO.-1903-0084
1. THE GENERAL CONIRACTORSPPLL VERIFY ALL DIMENSIONS AND CONDITIONS ON ME AB SITE PRIOR TO ERECTOR STARTING
1. 3 ORIGINAL SETGANO CD PROVIDED
WORK
2 SCOPE OF WORK -NEW METAL STUD WALLB 6 NEWWOOD STUD WAILS TO
2 ANY DEVIATIONS FROM THESE DRAWINGS DUE TO FIELD CONDITIONS SRVL BE BROUGHT TOME ATTENTION OF ME
PROVIDE MEwI'vp LIGHT WEIGHT STORAGE
ENDINEER OF RECORD.
3. THE FUNCTION OF ME ELEVATED AREA IS MOM ON ME PLAN AND SECTION.
3. THE GENERAL CONTRACTOR SWllL PROVIDE FOUBTRAN PROTECTION DURING THE CONSTRUCTION TO COMPLY WITH LOCAL
CLEAR HEIGHTS HAVE BEEN ADDED TO SECTION.
CODES. FEDERAL AND OSHA REGLRATONS.
4. TAW WALL H EIGHT HAS BEEN IND IGIIED
4. THE G ENERAL COMPACTOR SHALL FROM BE ALL ME NECESSARY MEANS FOR CARB4G E 60EARS REMOVAL
LIGHT GAUGE STEEL
1. sTRUCFUI LIGHT GOUGE STEEL E HALL CON FORM TO IBMARM
3. sTRUG71J L LIGHT GOUGE VU81NG SW3I CONFORM TO AM AM 3. GRACE MI 1010. FY. 30 KSI. AS A MINIMUM.
3. SWOUF LIGHT GOUGE STEEL 81NPEs SHALL CONFORM TO ME MANUFACTURERS SPECRGATONS AS CALLED OVi IN ME
DESIGN CALCUTATONyORAMIASS.
4. DESIGN OF LIGHT RAGS E STRUCTURAL STEEL SMALL BE DON E IN ACCORDANCE WITH ME ANSI COLD FORMED STEEL DES IGN
MANUAL
WELDING
STEEL siuos ®11-ac.w/
TORT.MMFFDERSIu PUBTEs
1. STRUCTURAL WELDING SHALL WNFORMTO AWN OI.1
wu14 X BM- Rs. TEK SCRE W s
WELDING FORM
STRUCNRALIIGHT WVHALLEDOE
AWSDED
Sk CONNECTION THROUGHOUT
3 NE IN MECON
3. STRUCNRALWELDIN OFA MD ELDER
WALL
INEMINE SMALL EDBY CERTI WELDER
BE PERFORMED
4. AW SE70M DTURAL
3. AWB ELECTRODESFOR All
L CTRO ES SMALL. WELDS. FOR
WESSWILL BE USED FOR ALL
V?DRY IE.GIDEOFMEBTUO
ELLS AMOS
G ALL WELDS UCTUSPECIAL DRAY
TBIN01CPAMG. ACXIIECIUMLORSTRUCTIRALORAWWGS. BUT NOTSIZEO.
INDICATEDON ASUCKBD9.EXCEO ST
ATTACHEDWICOUNTERSUNKCSXI'
MIN -OF OFTIIF FO-ET
$IWLBEAMI110FSOFy16'FILLET WELD5123PACW G.
OLTS
ORYWALLBGPEYSGW-O.OM
ALL BOLTS SHALL BE AM A3Z HIGH STRENGTH BOLTS UNLESS NOTES OTHERWISE ON THESE DRAWINGS.
Z X UB PT IRA. BRACING® MUD -HEIGHT
MGM STRENGTH WLTS SMALL BE IN9TI MUSINGME'TURNOFNIII'TGM INOMEMM 8MTSSHNLBESROUGMTO
MESNVGTGMCONDMONA40MENTGWT M113NM.
SCREWS
1. SHEETMETALSCREWSSWILLBEMADEMOMCPRBONSTEELWIRE
2 SIZ MOSPACINOSHALLBEINDICATEOONMESEDMWWGS.
VU'X3-IdWBEGTAF00NS@EA
ANCHOR BOLTS
EI'D.n 16'O.GTNPOVGNOUT
1. ANCXOATION ANCHO
OF BOLTS SHRJ-MATERIAL
2 INSTALLATION OFANCHORBOlTb5H4LLBE INACCORWXCE WITH! TfEPNBICODE OFSTANDARD PRACTICE, BECTONT.9.
POP RIVETS
1. ALLPOPftNEibbHALLBETHEBRFAKM4NDMLSMDRNETTYPEb61NLL FORMMIFISTANO 114.
METAL STUD WALL ASSY.
Z. FINISHESSHALLBEALUMINVMDFSTAINLESSSTEEL
SCALE . I2-I4F
3. SIZEAND SPACINGSHVI BE INDICATED ON THESE DRAWINGS,
4. POP RNEFS SHALL NOT B E USED W STRUCTUM AMD BRTOXS UNIESSSPECIFICO.LLY CALLED FOR BY THE BESSN
CALCULATIONS
A
EXISTING CEILING TO REMAIN
Z- LIGHTWEIGHTSTORAGEMISARDR J
34' CDX SHEATHING BOTH SIDES wU
ZX BLOCKING MIDDLE OF SPAN � �L=° 6 O.O. ATMEEOGESB
@ O.C.IN ME FIELD
2 X 10 RIBBON BOARD
Q ATTACHED TO EA RAFTER
USING (3)1w NAILS
BIMP50ENRLS ATTACHED 2
W/ (e)1Dd NNLS
(2)2X4TOP PWTE
EW 2 X 10 C2 SYP RAFTERS ®16'O.C.
RAFTERS ATTACH EO TO TOP PIATES
W/ BIMPSON N25A FA BTtID W!
(10)SENAILS® EA.(SEA SIDE)
EXISTING WOOD STUD WALL. V.I.F. NEW 2 X4 WOOD STUD BEARING
WALL 16- O.C. WU 12' COX SHEATHING
BOMDES W/ M NAILS @ V O.C.AT
ME EDSIGES 810' O.C. IN ME REM
WALL SECTION - BEARING WALL
NEW2X4PT#25 BOTTOMPLATE
SIMPSONM.MNEXT TO E40PENING ATTACHED TO SLAB WU 114-X3-
BEVERYOMERSMD(TOPEBOTTOM) EMBED. TAPCONS®EA, END 824'
W/(ID)Bd NAILSI@EA-SEASIDE) OC.THROUGHOUT
EXISTING CONCRETESLAO. V.I.F.
NEW 2 X 4 BEARING WALL
AND RAFTER FRAMING,
LIGHTWEIGHT STORAGE
ABOVE
NOTES:
1. LIGHTWEIGHT STORAGE=
125 POUNDS PER SO. FOOT
NOTES:
0 1. OCCUPANCY TO REMAIN THE SAME.
2. BATHROOM ARE EXISTING.
3. ADDING INTERIOR WALLS ONLY.
FLOOR PLAN
DEMO PLAN
SCALE: Y16' � t'L'
NEW 2" X 6" 16GA.
METAL STUD WALLS (AS
SHOWN) TOP OF WALL
@ 48" W/ COUNTERTOP,
TBS BY OWNER
NEW 2"X4' 16GA. METAL
STUD WALLS (AS SHOWN)
FULL HEIGHT
W
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