HomeMy WebLinkAboutBUILDING PLANSCATS Y/i9/-)0f9
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SCANNED
BY
St. Lucie County
• V O' ( �p 130,
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s .� �10
Ztl\- (XAti
4e(90 �79
r
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----REVIEWED FOR
CODE rOMP ANCE
C� 0 � C
LORIDA PRODUCT APPROVAL NUMBER] I DRAWING INDEX
BUILDING PROFILE
Width (ft) = 60 EGve Height (ft) = 22
Length (ft) = 60 Roof Slope (Rise/12) = 1.0:12
BUILDING LOADS
A) THIS IS TO (ERIIFY THAT IRS STRUCTURE IS Dmmm O/ .m
INDICATEDLINO APPIBD AS riEW1MED- BY FIBC
B) THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING
PARIS MMUFACIURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT.
e nf, x wwlmWR. TFNVFRS. TRANSLUCENT PANES VENTILATORS ARE
AND
WITH fE000 ETIEM OF THE
IDGIL BUflDMG DEFT.
ntnN,:aLy/RISt A[_• TT1JIIIY- IL - NvriMwl Iti 1_00
WIND LRITMATE 160 MPH NORMAL 123M MPH WIND EXPOSURE B
cLosin HYPE Enclosed
M= -0.19 / 0.18
COLLATERAL DEAD LOAD 1 PSF
RODE LIVE LOAD 20.00 PSF (REDUCIBLE Yea )
nFA�10AD 2.000 PSF (FOR ROOF PANELS AND PURUNS)
g15NIC
SPECTRAL RESPONSE 9 51 OSi10D Sda 0.05 9 SIT 0.0450
SITE CLASS U DESIGN RISK CATFCONY A Co D.O1D0.
ANALYSIS PROCEDURE Kaanrrn or
SERVICEABILITY CRFTERIA
MINIMUM DESIGN DERECBONS
EndeaO Column
- 120
Root Panel (Uve)
60
EMFaO Rafter (Uls)
- 180
Roof Panel DIM)
60
EMeaO Rafter (Wmd)
- fee
Rg7d Frame (Ram)
- W
Wall Bat
= 90
F4d F.. (Vert)
- 180
Real Puffin (live)
= ISO
RRgld Fmme (Lamm-)
z. 50
Roar P-r- (WTnd)
- 150
Wag Pand
- 60
GENERAL NOTES
A) THE MKICRNE UNDER THIS CONTRACT HAS BEEN DESIGNED AND MINTED FOR THE TENTS RID CONDITIONS
STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWING& ANY AVEIVIM
N 1 0 1HES OR IBSTRUCIE
Ml4T BR
THE BUILDING MAMAGIUNut WILL --- n= ,.tee=..wan....-PRACENGFS WHICH ME BASED
B) no METAL BLAMING IS DESIGNED WITH THE SMLDNG VANUFACR fM SWEARD _
ON F EUREEM PROCEDURES AND RECOMME DAMM OF THE FOLLOWING ORGMRATIONS AND CODES.
LAMERICANGF eTEB =gM3 URN• ' ALSO SPEtkIGT70N FOR STRUCTURAL STEEL BUILDINGS
-
ALLOWABLE SRRSS DESIGN'
2. � OON AND SIEFT. NSRRRE 'SPECIFICATION FOR THE DESIGN OF COLD FORMED SIEFL STRUCTURAL
3. AMERICAN WELDING SOCIETY: 'SRRGCTURAL WELDING CODE ANS D1.1.
4. ""AL BUILDING MANWACIUKRI'S ASSOCMTION: 7DW RISE BUILDING SYSTEMS MANUAL'
10) SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS SHALL ALWAYS BE SNAG TWIT, UNO
I I) ANCHOR SOLIS Y4' IN DIAMETER TARO 1 1/4' IN DIAMETER CONFORM TO AS.TAL F1554 GR 36.
ANCHOR SO17S 1 2' IN OMMEIEI CONFIRM TO ASTAL A-307.
D) UNLESS NOTED. OTHERWISE ON FRAMPNG COLOR OMRD ALL STEEL MEMBERS WEFT BOLTS. FASiQRRS. CABLE
AND RODS SRAM RECEIVE ONE COAT OF.STANDW RED OII E SHOP PRDMETL
E) SHOP AND FIELD 0i5PECRORS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF ISE CONTRACTOR, UNlF35
STIPULATED OTHERIVISE N THE CONTACT.
APPROVAL NOTES
THE FODDWNG CONDITIONS APPLY N THE EVENT THAT THEE DRAWINGS ARE USED AS APPROVAL DRAYARGS:
A) IT 5 WERATIVE It" ANY CHANGES TO THESE DRAWRIM
1) BE MADE N CONTRASTING INK__
3) BE IEMELE AND UNAMBIGUOUS. ,
B) DATED 51CNATURE S REQUIRED ON ALL PAGE
C) MANUFACTURER RESERVES 774E RPU-70 BMW DRAWINGS WITH WEISK OR CONFIR CHANGES RECUIRED
To MOTS UMMO MiM THIS MAY OD'ACT THE DELIVERY SCHEDULE
D) APPRKAV L OF 7fESE ORAA71G15 1IDIGTFS CONg115Nk1Y 7ArTnucirn Nc 'rMT WE BUILDING AS
E)
WITH THE TERMS AND REOU1 OORS OF THE
T ENDING ON MANUFACTURER UIRESS
I WRITING BY CHANGE ORDER OR SEPARATE
WITH
THESE
OT ALTER THE
G mazgl7t�
OBLIGATIONS EOSIRNGroMANUFACTURERDRAWING BERhIIi URAND WILL N AND ITS CUSTOMER.
SAFETY COMMITMENT
A) TFE BUILDING MANUFACTURER HAS A COMMENT TO MANUFACTURE OIAUTY BUILDING COMPONENTS THAT CVN BE
SAFELY ERECTED. HDAtVE, THE SAFETY COMMITMENT AND JOB SUE PRACTICES OF THE EAEWOR ARE BEYOND THE
CONTROL OF THE BOUND MANUFACTUREL
S) IT If SfRONO3Y RECOMMENDED THAT CAFE WORIONG CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP
PWORRY OF ANY JOB SIE
G) LOM STATE AM FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO KELP INSURE
WDRK.ER SAFETY.
D) MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUIDNR
EMERGENCY PROCEDURES SHOULD BE MORN TO ALL EMPLOYEES.
E) ONLY MEETINGS HIGHLIGHTING SALTY PROCEDURES ARE ALSO RECOMMENDED, THE USE OF HARD FATS. RVBSR
sirF SHOES MR ROOF WORK. PROPER EOAPYENT FOR HANDLING MATERIAL, AND SADY NETS WHERE APPLICABLE
PEIR ROOF PANE_ 15988.2
PETR WALL PANEL 176622
3070 WALKOGIRS +50/-50 PSF 17100.1
SKYLIGHT (PER) 15531.1
RIDGE VENT f2805.1
REV.
PAGE
DESCRIPTION
0
COVER PAGE
7
ANCHOR BOLT LAYOUT
1.1
ANCHOR BOLT DETAILS
S THE RESTON SISM OF THE CUSTOMER TO PROVIDE
J. DOCUMENTATION REWIRED FOR ANY ALCISSORUS HOT
Raw= BY MOM TO THOR LOCAL P840TITNG OFFICE.UST
L ACCESSORIES MCOMPLY AND MEET ALL DESIGN
EOWtENEN1S PER LOCAL CODES
12
ANCHOR BOLT RFACTI01
2
ROOF FRAMING LAYOUT
2.1-2.4
RIGID FRAME CROSS SI
3
SOEWALL FRAMING MAT
VENTCUTAR FRAMED OPENINGS SUPPLIED ON THIS PROJECT
- ..00rwr wuO l f e NORMAL TO A
4
FNDWALL FRAMING LAYM
ERECTOR / CONTRACTOR RESPONSIBILITIES
N IT is IKE RESPONSIBILITY OF RONS
COMPLY WITH THE AAPPUGBLETMREQUIRE REQUIREMENTS OFF ANY GOVERNING E EREIGIOR/CONMACIDIR TO U BUI RE MG AUHFOINIES THE SUPPLYING ALL PROJECT PLANS AND SFALID
B T BUILDING MANUFACTURER HEIRRY OR RS DESIGN ENGINEER ISACTINDG MPLY
AS THE ES NorI
OR ODUSITUrE AN AGREEMENT
TMINN BENGINEER OF RECORD OR DESIGN
PROFTESMONA. FOR A CONSMUCRON PROJECT.
B) THE CONTRACTOR MUST SECURE ALL REOUD APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS
�U BY
C) APPROVAL OF THE MANUFACTUREIYS DRAW= AND CILCUL TIONS INDICATE THAT THE BUILDING MANUFACTURER
CORRECTLY LH ERPREIED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS
(SCT• 4A.1 ASC CODE OF SGTfiARRO PRAOTEM 13DH ED.)
D) WIENE D6QEPAlGFS EIOST BETWEEN THE UNITTACTURETTiS SIRfIL NAj_ SfEn PLANS Am THE PLANS MR
OTHER IRADES: THE STRUCTURAL 61E11. M45 SHALL GOVERN. (SM. &3 AGO CODE OF STANDARD PRACTICE 15M ED.)
E) OEM CORSIDEUTIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY THE BMING_
YANi0�11�R' ARE THE RESPONSIBILITY OF THE CONTRACTORS Off ENGINEERS OTHER THAN THE BUILDING WANUFACF-
UREFS ENGINEERS UNLESS SPECIFICALLY INDICATED.
F) THE EAEEWCOTRACEOR IS RESPONSIBLE FOR ALL EPFCDDN OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH
THE BUEDNG.WHUFNGTUPE iGL 7M CGNbTR=H' SWINGS.
G) PRODUCTS SLAPPED TO FRECTOR/CONITMCTOR OR HIS CISIDYER SNAL BE INSPECTED BY ENECTOR/CONTRACTOR
IMMEDIATELY UPON ARRIVAL CLANS FOR SHORAGFS OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST OF SENT TO THE
MANUFACTURER IN WRITING WIRDN- FIVE (5) DAYS AFTER REGEH T OF THE SHIPMENT. HOWREA IF A DEFECT IS OF SUCH A NATURE
impCER!
SUAL INSPEOiON WOULD FAR 70 DISCLOSE R, THEN THECLAIM MUST BE MADE WITHIN FIVE (5) DAYS
IEYFAN�AF7EL0 MIE ���NE MANUFACTURER TALL BE GIVEN A AN BY CONTACTOR
C) 1) ITROPITTICS OF STEEL PLAfE USED IN THE FABRICATION OF PRIMARY RGID FFAMES- AND OTHER
PRIMARY STRUCTURAL EKCL SIVE OF COLD -FORMED SECTIONS. CDfMR1I TO ASTM-1629 OR A= . FLANGES WITH THE NEC6511Y OF RER/RMNG 1HE M7El0Al 7G THE M �ACNNER, THEN IIPON�WRINEI ARNaRDAROWOUONT
THICKNESS 55,W0 P+CORANCES GREATER THAN 1' ONE M OR LESS AND �HIHIOO?E.SS OR jr OF 12- OR WW WIDTH MOM TO A572 WITH AA MINMNM YIELD CONFORM TO AW WITH A MNIMUM YIELD POINT F 1YILL RE11dBLIISE 7NE WNIRACTOR FOR 71E COST OF 1NE REPAIR N ALVNDANCE WITH TIME WpnM AVRN�tZQ�AR TIER
POOR OF L0000 pd WEB WIEFOIL CONEI015 70'ASTM-A529 WITH A WM M YIELD POINT OF SS.000 PaL THE CORRECTION OF MINOR MOM BY THE USE OF DRIFT PILLS TO DRAW THE COMPONENTS IN TO L1JD�EE,, MODERATE
2) POINT
SO
PEIETHES OF PEE 930ALSECTIOC CONFORM 70 ASry-0Sa, GADS B WON A MOOIIW YIELD AMOUNTS OF REJNNG.CHDPPING AND CUInW% AND JIM REPLACEMENT OF NUNOR SHORTAGES OF MAERME ARE A NORMAL
PONE OF 42,000 Psi• PART OF ERECTION AND ARE NOT SUBJECT M EARL
3) MATERAL PCOPENTE? OF TUBE SECTIONS CONFORM 1D ASIN-ASDD. GRADE B WITH A MINIMUM RED 11) ALL ISFACING AS SHOWN AND PRTT I= BY THE MA UFAC URER FOR INS BUMNG IS RE TURRD AND SHALL BE
POINT OF 46.11D0 PM• I SWIED BY THE F am= AS A POTMA EJR PART OF THE STRUCTURE _ _ _
4) ATERAL FROPEUIES OF HOT ROLLED CHtAIva AND ANGLE METIERS CONFORM TO THE REQUIREMENTS OF AS M-A579FALSE
N(THDMKOMUY YIELD POINT OF 50AM FSL IIDT ROUED W-SHAPED MEMBERS CONEDPMI 70 THE REQUIREMENTS OF LFOR THEERECTION OPERATION WILL DEIERERFD FURNISHES A ND ItSDALED BY THE ERECTOR ME RED
ea_MoaavmlR MINIMUM YIELD PONE OF 50,000 PSL TEMPORARY SUPPORTS WILL SECURE THE On FRAMING. OR ANY PARRY ASSEMBLED STEEL FRAMING, AGAINST
5)
6)
7) CABLE DOMED FC
CONDRIM
B)) ROD UnUiET FOR
9) M IS THE RFLPON
TONAL MOMENT OR CATENARY FORCE FROM[ IRA Uuun
ANY CHANGES TO THE R6DRMOION SHOWN HERE WOULD
AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING
BENT'
6
6.1
ROOF PANELS & TRIM
ROOF PANEL DETAILS
7
SIDEWALL PANELS &-TRIM
7.1
SRIEWALL PANEL DETAILS
B
ENDWALL PANELS & TRIM
8.1
ET WALL PANEL DETAILS N
9
SPECIAL DEEAILS N
10
ROOF INSULATION LAYOUT
10.1
WALL INSULATION LAYOUT
102
INSULATION DETAIL _
BE
FRAMING COLORS
Baa F�c ® an - Fwy�e mta.
Nlmioe mas� p - E
� 0
CATEGORY 1 OR U.
SOUL ATE "NO
DEMRFD BY
YADED THAT
SYSTEMS HAVE
Wayne Brad Baker, P.E.
235 Sanders Road
Haldra, GA 31632
u Imo l m lr JLwJIJ1JlJH
a�Ao170-1 o®
D a Dfe Rj1 w 0
'
0..Q®Q
EasrDHo®®®®®o
AaemepO®)� Ra a
(q
W atcmLl�r�®ram � � r�
crAA-F,c uA--
OF COLD FORMED IIOR GAGE SLED. MEMBERS CONFORM TO OTHER ASIM A65J-D5 OR
55 DR � COMPARABLE IN INIFNSNY TO THOSE FOR WITCH THE STRUCTURE WAS DEIIONED. , RESULTING FROM M .......
.
DE 55 WTIH YIELD OF 55.OD0 DaL SEISMIC FORCE AND DfSQDGN OPERADOW, BAR NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY
OF ROOF/WALL SNEERING. B eLS PETAL WNFORMI TO ASHY-/J92 GPJDES D COATING
E WITH OR THE ACTS OF OTHERS, NOR SUCH UNPEED=ABIE LOADS AS THOSE DUE TO TORNADO. EXPLOSION OR COIIAION. COLORS:
OF 50,000 AN0 60,000 p5 RESPECINELT', AS REWIRED 8Y DESIGN GAMING OF RISE (SECT. 7.103 NO CODE OF SIANOfO PRACTICE 13TH ED.)
dINUM-2R1C AL1LY N ACCORDANCE WTIN AZSS SPEOFlCA1WKt METAL BUILDING WJMACTURER IS NOT RESPONSIBLE FOR THE CESIGN,AFERAL AND WORKMANSHIP M FOUNDATION. AN BOLT Am: maR DRAWING STATUS
•^ ^"` "'�'S TU ASHY A/75. CABLE FIRACDNG 6 TO BE OLSTA I m 70 A TAUT `L DIAMETER AND PROJECTION OF THE ANCHOR RODS REQUIRED a1an
DONFORM M ASTIR-AT6 WITH MINIMUM YEED POINT OF 36C00 PA
TD ENSURE PROPER BW TIGHTNESS IN ACCORDANCE WITH APPLICABLE
JDBTHS USING A-BQ5 OR A-4B0 BOLTS'. ALL A-325 HOLES IN PF A RRY
Yr AS FOLLOWS:
'm LY-PRERNSIWI ,a "a mnn:. '
o) BUNG LOGGED ITT HIGH SESMIC AEA FOR IBC-SfSED DUDE %GH SEISMIC AREAIS DffINED AS 'SEJSIOC
RIS
DEM CA78MW OF V, 'E' DR Y'.
D) BUWNG SUPPORTS A CANE SYSTEM WITH A CAPACITY GREATER THAN 5.00 TOES
a) BUILDING SUPPORTS UACHNERY THAT CMTES NBRATION, IMPACT OR STRESS - REVERSALS ON THE CONFECTIONS
it) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS 'A-15 - W.
PLANS PREPARED BY MSM ARE INTENDED 10 SHOW ONLY 1DCA170N,
TO ATTACH THE METAL BUILDING SYSTEM M FOUNDATION. IT IS RESPOHSIBRITY OF THE END CUSTOMER TO ENSURE THAT ADEQUATE
SA M
rAHB °
FOR APPROVAL
❑THESE DRAWINGS, BEING FOR APPROVAL, ARE B.
PRO,ASION S ARE MADE FOR SPECUYNG ROD E INDME T. BEARING VALUES, TIE RODS AND OTHER ASSOCIATED ITEMS EMEEDDED IN THE
piRNTRDN. NOT FlNAL AND ARE FOR PURCONIPOSE 15 TO
CONCRETE FOUNDATION, AS WELL AS FOUNDATION DESIGN FOR TIE LOADS IMPOSED BY MIT SYSTEM, OTHER WOOD LOAD, AND THE
AND OTHER COOTIIONS OF THE BUILDING SITE (MINIM 06 SECTIONS 322 AND A3)
CANE• m0a
man
j5UN- R pROPEDINTERPRETATIONINYETORFJHE ROJECT
TITIANBEFCONSDEERED COMISSUED ' FOR CANSTRUCn01
BEARING CAPACITY OF THE OIL
K) META. BIIBOING MANUFACTURER DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTCK NOR DOES
ADPJFIa
AtWm oPOm+rs [dDp
AS PLETE
FOR PERMIT:
DEFINITION
MBM PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION
COMPONENTS & CLADDING unfoctored)
arre. mat,
7ry ESE DRAWINGS, BEING FOR PERMIT ARE BY
NOT FINAL ffN THAT AS A MINIMUMOIECE ,EARRINGS ARE
4�'StJED FOR
Wall Field Valuas 42.113 paT /-45.G23 paf
ppa�aurs maR
NOi MDENIIFED.,,O1:LY DIRAWINCS
9006RUCTION CAN BE CONSIDEERED AS COMPLETE
Wall Edge Voluea 42.113 Wf /-56.046 -f
mat,ISSUED
FOR CON_MUCTION: THESE DRAWINGS ARE FINAL AND
FOR FIELD USE FOR BUILDING ERECTION
Z
W
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W m
O to
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Z W W
W TO U
of
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03 M
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PAGE
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0
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PAGE 0
FRAME LINES: 1 2
LINE
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
I'm
Col
AnC.__Bolt
Bose -Plate (in
Lick
Grout
Line
line
Qty Dia
Width Length
(in)
1
D
4 0.750
8.000 8.500 0.375
0.0
1
A
4 0.750
8.000 8.500 0375
0.0
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Fnn
Cal
Anc.-J3oltBase-+iate
(in)
Grout
Line
Line
Qty Dia
Width Length Thick
(in)
2
D
4 0.750
9.000 8.000 0375
0.0
2
A
4 0.750
8.000 8.000 0.375
0.0
NOTES FOR
sed an
= 60.0
= 30.0
= 220/ 22.0
=1110
220
1.0
= 20.0
= 12.0
= 160.0
= FBC 17 (IBC 15)
_B
ENCLOSED
= 1.00
= 1.00
=A
BUILDING
BRACING REACTIONS
d: Reactions(k )
Panel Shear
Wail -
Col
-Wind - - iemIc-
(Ib t
75eis
Loa Line
Line
Harz Vert Harz Vert
Wind
Note
((h
1.2
4.9 7.1 0.0 0.0
(Is
R�Vi Y
B-SW D
1.2
4.9 7.1 0.0 0.0
Is
b%nd bent in bay, base above finish floor
isRigid frame at endwall
NOTE: THE FRAMING AT BOTH ENDWALLS IS NOT DESIGNED TO ACCOMMODATE
FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THESE FRAME LINES
REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED
TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS NOTED OTHERWISE.
RIGID
FRAME:
BASIC COLUMN REwnoNs (k )
Frame
Column
-----Deod-----Cullatefol-
-----
Live ------ Vlmd-LeR1-
-Wind-Ri htl-
--Wnd-Lett2-
Line
Line
Hof¢
Vert
Hertz
Vert
Horiz
Vert
Horiz
Vert
Hertz
Vert
Horiz
Vert
1
D
0.8
2.0
0.3
0.5
3.1
6.1
-12.9
-203
-1.6
-12.1
-11.9
-13.1
1
A
-0.6
2.0
-0.3
0.5
-3.1
6.1
1.6
-12.1
12.8
-20.3
0.6
-4.9
2
0
0.8
1.9
0.3
0.5
3.2
6.1
-13.4
-203
-2.1
-12.1
-12.2
-13.1
2
A
-0.8
1.9
-0.3
0.5
-3.2
6.1
2.1
-12.1
13.4
-20.3
0.9
-4.9
Frame
Column
-Wi ghl2-
--Wind-Long1-
--Wmd1ong2-
-Seismic-Left
Seismic -Right
Line
Line
Jlaiii
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
1
D
-0.6
-4.9
-2.2
-15.6
-2.8
-12.7
0.0
0.0
0.0
0.0
1
A
11.9
-13.1
2.8
-12.7
2.2
-15.6
0.0
0.0
0.0
0.0
2
D
-0.9
-4.9
-2.6
-15.6
-3.1
-12.7
0.0
0.0
0.0
0.0
2
A
12.2
-13.1
3.1
-12.7
2.6
-15.6
0.0
0.0
0.0
0.0
ENDWALL COLUMN:
BASIC COLUMN REACTIONS (k)
Wind
Wind
Frm
Col
Dead
Press
Suct
Line
Line
Vert
Horz
Horz
2
B
0.3
-7.5
B.3
2
C
0.3
-7.5
8.3
ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES
Frtn Col Ano-Bolt Bose_Plote (in
Grout
Line Line Qty Dia Width Length ick
Qn)
2 B 4 0.750 8.000 8.000 0.250
0.0
2 C 4 0.750 8.000 8.000 0.250
0.0
ANCHOR BOLT SUMMARY
Dia Pro eotion
Qty locate (in) Type (in
e Jamb 5/5' A307 1M
8 Endwall 3/4' GR36 1.50
16 Fmme 3/4' 'GR3§ 2-60
GENERAL NOTES
1. FOUNDATION DESIGN AND CONSTRUCTION ARE
NOT THE RESPONSIBILITY OF METAL BUILDING
MANUFACTURER.
2. ALL REACTIONS ARE UNFACTORED.
3 ULTIMATE WIND LOADS ARE USED TO DERIVE
THE WIND REACTION.
4. ANCHOR BOLTS SHALL BE ACCURATELY SET TO
A TOLLERANCE OF +/- 1/8' IN BOTH
ELEVATION AND LOCATION.
5. COLUMN BASE PLATES ARE DESIGNED NOT TO
EXCEED A BEARING PRESSURE OF 1D50
POUNDS PER SQUARE INCH.
Wayne Brad Baker, P.E.
235 Sanders Road
Haldra, GA 31632
CODE
ST. L
-
.r STA F
40R10A G �
FILE .CuMY QVA +?`�-, fi
BUCK STEEL, INC.
mm
i
E-1 12LE14®1 29'-11
RCH-1 12x4CH14 30'-1 1
CB-1 1/4 CBL 1 31'-6"
LOOSE CLIP x
(BX1)
r RCH-1
(1) 1/2" A30, /
op
EXISTING NEW
PURLIN PURLIN
(2) 1/2- A307 J
NOTE: FIELD DRILL HOLES IN RCH-1
AND EXISTING PURLIN AS REQUIRED.
j - - Wayne Brad Baker, P.E.
235 Sanders Road
Hahira, GA 31632
%title it,
PUftIJN CODE
{{
flip ST. L�
ROOF FRAMING PLAN ww
FILE;y E .
BUCK STEEL, INC.
9
t A —
Side: (2) Two Sides
BLOCK WALL BY
41•
i61-1
9B
'BA/I1.5
O.1J5
4'-2 J�6'
B x I/1 x 15'-U
n a 1/s x lti-1 la/fie
24.0
O.7J5
14'-11
8 x 1/4' a 2'-D'
40
24.0/24D
D.i50
7-0 S�B'
8 x 1/4• x 2'-B 5/t6'
RF1-2
553
24d/129
0.188
14'-71
S a 1/4' a 20'-0'
S x 1/4' x 77'-5 3/8'
129/1 LO
0.188
2'-6'
5 x 1/4• x 7'�'
5 x 1/4� x 9'-11 1/16'
1 t.o/11.0
0.135
tD•-D'
RFl-3
538
24.0/24.0
D.L'0
2'-0 5�8'
8 a 1/4� x 2-8 5.115'
B x 1/4' x 19'-1 15/16'
24.0/115
0.135
14'-11
e x 1/4_ x 2-0 _
D/F CAM
2. a
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I
RIGID FRAME ELEVATION: FRAME LINE 1
Wayne Brad Baker, P.E.
235 Sanders Road
Hakira, GA 31632
Ca
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FILE COPY
BUCK STEEL, INC.
(NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE
ANY FUTURE EXPANSION.
Side; (2) Two Sides
0/F CAP6
41
12
BLACK WALL BY
SOWN
v
,--
Imill
T- 9 x 1/4' x
,5 9 x 1/4' x
1 5 x 1/4' x
5 x
x
1 8x1/4'x
(1)•0 1
FB21
�(1)
je57,pg(,)
n —
II
II I
T � I
RIGID FRAME ELEVATION: FRAME LINE 2
Wayne Brad Baker, P.E.
235 Sanders Road.
Hahira, GA 31632
5 x 1/4' x 17'-11 5/9'
5 x 1/4. x 9' 5 5
9 x 1/4' x 19' 2'
BE
[BUCK STEEL, INC. I
MARK Weigle
RF2-1 555
RF2-2 522
RF2-3 555
NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE
ANY FUTURE EXPANSION.
I MARK I MEMBER I LENGTH I
0
V—G
WF-2
1
.
I
+
1
I
I
� T—
WIND BENT ELEVATION: FRAME LINE A
T
Wayne Brad Batter, P•L•
235 Sanders`Read
Hamra, GA 31632
I BUCK STEEL, INC.
# 4 BARS @ 32' C/C
8' CONC. BLOCK WALL
W/ ALTERNATE CELLS
# 3 TIES 0 24'
1'-0'
MIN TYP.
# 4 BARS @ 32' C/I
8' CDNC. BLOCK WALL
W/ ALTERNATE CELLS
FILLED
# 3 TIES @ 24'
(2) # 7 REBARS CONT.
6'X 6'-6/6
WELDED WIRE MESH
;i••'+: 6 MIL POLLY
MOISTURE BARRIER
E -
1' COMPI
2-#6 BARS
CONTINOUS
SECT. B—B
NOT TO SCALE
2 - # 7 BARS
CONTINOUS
SOIL
SAW CUT 1/8' X 1 1/2'
CONCRETE SLAB
HAIRPIN BAR W/ 900HOOK
# 5 W/ 5'-0' LONG LEGS
_ dl'
1'
# 6 BARS 10' 0/
BOTH WAYS TOP I BOTT.
FOOTING SIZE
SEE FOUNDATION PLAN
SECT. F—F
NOT TO SCALE
6'X 6'-6/6
WELDED WIRE MESH
GENERAL FOUNDATION NOTES
1. ALL REINFORCING STEEL SHALL BE GRADE 60
DEFORMED BARS.
2. ALL POURED IN PLACE SHALL BE F'c
3000 PSI MIN @ 28 DAYS.
3. WELDED WIRE MESH SHALL MEET ASTM A-185.
4. FOUNDATION AND FOOTING SIZING BASED ON
ASSUMED SOIL BEARING CAPACITYOF 2500 PSF.
5. THE UPPER 12' OF BEARING SOIL IN FOOTING SHALL
BE COMPACTED TO 95% OF THE STANDARD PROCTOR,
6. MIN. REINFORCING STEEL COVER AT EARTH ; 3'
7. SLUMP RANGE AT POINT OF DISCHARGE: 3'-6'
B. OVERLAP ALL WWF A MINIMUM OF 8'.
9. LAP ALL REINFORCING STEEL A MINIMUM OF 48 DIAMETERS.
10. REMOVE TOPSOIL & ORGANIC MATERIAL FROM TOP 12'
OF EXISTING GRADE.
11. FDN. IS DESIGNED TO MEET THE 2017 ED. OF THE FBC
CODE. (IBC 15) W.S. IS 160 MPH, EXP. B
12. BOTT. OF FTG. MUST BE A MIN. OF 12' BELOW FIN. GRADE
SECT. C-C ( Const. Joint )
NOT TO SCALE
LY
BARRIER
FILLED W/
ASPHALT COMPOUND
6'
4 BARS X 3'-U' LG.
4' THICK »//
SAND LAYER (2) # 47
6 MILL RE -BARS
POLY. CONT.
SECT, B2-B2
# 4 BARS @ 32' C/C
8' CONC. BLOCK WALL
W/ ALTERNATE_ CELLS
NOT TO SCALE
JAMB
}I DEPTH I
I 0 0 I
1 1/2' F.O. WIDTH To
1 1/2'
oIOH
TYP. O.H. DOOR RECESS DETAIL
SECT. B1—Bl
NOT TO SCALE
-SIDEWALL
COLUMN MAKE FOOTING
FLUSH WITH TOP
A.B. OF EXIST'G SLAB
SOIL -
Z
EXISTING
u CONCRETE
° v SLAB
zo d. ° 4
i
ja 4 e °
k�ll�l (7) #7 BARS @ 8' C/C
COL. BOTH WAYS, TOP & BOTTOM
13. PROOF ROLL OF 5' OUTSIDE BUILDING FOOTPRINT 1'—D• 3'-6'
WITH VIBRATORY COMPACTOR.
14. FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATION 4'-6-
WITH CLEAN SAND FILL.
15. COMPACT TOP 6' OF FILL MATERIAL TO 95% ❑F
MODIFIED PROCTOR DENSITY. (MIN)
16. SAW INDICATED CRACK CONTROL JOINTS WITHIN _
8 HOURS OF PLACEMENT OF CONCRETE.
17, SOIL IN FOOTING TRENCHES SHALL BE FREE OF
ORGANIC MATERIAL OR CLAY, IF EITHER IS
ENCOUNTERED IN FOOTING TRENCHES, REMOVE IT &
REPLACE WITH COMPACTED SAND.
18. CONTRACTOR TO REVIEW FOUNDATION DRAWINGS
SECT, G—G
NOT TO SCALE
c®®e
ar P, I
AND CHECK FOR COMPLIANCE WITH ERECTION DRAWINGS
BEFORE
DISCREPANCY N T OF CONSTRUCTION.
SHOULD BE BROUGHHT T❑ ENGINEER'S
����
ANYH
ATTENTION.
19. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES OR
OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A
PREVENTITIVE TREATMENT TO NEW CONSTRUCTION.
Do FDR
13 FOR
13 FOR
13 OTH
201 Cenpbel( Rd
Far! %arcs. R 3 945
CO uk
•ems
SHADED PORTION OF EXIST'
TO BE CUT OFF AND DISC
(TYP. AT BOTH SIDEWAL
DOST'G 20'-0 X 60'-0"
CONIC. SLAB. 60'-0' TO F
CUT OUT EXISTING SLAB
AND POUR NEW FOOTING,
FOUNDATION LAYOUT PLAN
DO FOR CONSTRUCTIO
E 3 FOR PERMT ONLY
1 3 FOR APPROVAL
1 3 OTHER. EXPLAIN
ANCHOR
BOLT
SUMMARY
-----------------------------------
TOTAL
QNT
LUC
DIA.
PROJ LENGTH
BEND
(IN)
_(IN) _ (IN)
_(IN) _
ol 8
DJ
5/8
RED HEADS ■
0 8
EW
3/4
2.00 14.0
3.00
19 16
RF
3/4
2.50 20.0
3.00
RECEIVED
MAR 0 7 '319
ST. LUeiq Cctnty, PQrmitting
Fl
■ FIELD LOCATED
2/2 j
# 4 BARS @ 32' C/C
8' CONC. BLOCK WALL
W/ ALTERNATE CELLS
# 3 TIES @ 24'
1'-0' J
MIN TYP.
# 4 BARS @ 32' C/C
8' CONC. BLOCK WALL
W/ ALTERNATE CELLS
# 3 TIES @ 24'
(2) # 7 REBARS CONT.
6' X 6' - 6/6
WELDED WIRE MESH
6 MIL POLL)
: (::;••-` MOISTURE W
4' THICK
`•• QI' SAND LAYER
1� COMPACTED SOIL
2-#6 BARS
CONTINOUS
SECT, B-B
NOT TO SCALE
2 - # 7 BARS
CUNTINOUS
SAW CUT 1/8' X 1 1/2'
HAIRPINBARW/ 900HOUK
# 5 W/ 5'-0' LONG LEGS
6' X 6' - 6/6
rWELDED WIRE MESH
1'
# 6 BARS 10' O/
BOTH WAYS TOP I BUTT,
FOOTING SIZE
SEE FOUNDATION PLAN
SECT. F-F
NOT TO SCALE
GENERAL- FOUNDATION -NOTES
1. ALL REINFORCING STEEL SHALL BE GRADE 60
DEFORMED BARS.
2. ALL POURED .IN PLACE SHALL BE F'c
3000 PSI MIN @ 28 DAYS,
3. WELDED WIRE MESH SHALL MEET ASTM A-185.
4. FOUNDATION AND FOOTING SIZING BASED ON
ASSUMED SOIL BEARING CAPACITYOF 2500 PSF.
5. THE UPPER 12' OF BEARING SOIL IN FOOTING SHALL
BE COMPACTED TO 95% OF THE STANDARD PROCTOR.
6. MIN, REINFORCING STEEL COVER AT EARTH i 3'
7. SLUMP RANGE AT POINT OF DISCHARGE+ 3'-6'
8, OVERLAP ALL WWF A MINIMUM OF 8'.
9. LAP ALL REINFORCING STEEL A MINIMUM OF 48 DIAMETERS.
10. REMOVE TOPSOIL & ❑RGANIC MATERIAL FROM TOP 12'
OF EXISTING GRADE.
11, FDN. IS DESIGNED TO MEET THE 2017 ED. OF THE FBC
CODE. (IBC 15) W.S. IS 160 MPH. EXP. B
12. BOTT. OF FTG. MUST BE A MIN, OF 12' BELOW FIN. GRADE
SOIL
SLAB
SECT. C-C ( Const. Joint )
NOT TO SCALE
# 4 BARS X 3'-0' LG.
1/2' xl' JT & 6' HOOK @ 32' C/C
FILLED W/
ASPHALT COMPOUND
6' SLAB
'-h', ::•_• L•:•• :.� is %}
4' THICK
SAND LAYER (2) # 4
6 MILL RE -BARS
POLY. CONT.
SECT, B2-B2
# 4 BARS @ 32' C/C
8' CONC. BLOCK WALL
W/ ALTERNATE CELLS
13. PROOF ROLL OF 5' OUTSIDE BUILDING FOOTPRINT
WITH VIBRATORY COMPACTOR,
14, FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATION
WITH CLEAN- SAND FILL.
15, COMPACT TOP 6' OF FILL MATERIAL TO 95% OF
MODIFIED PROCTOR DENSITY. (MIN)
16. SAW INDICATED CRACK CONTROL JOINTS WITHIN
8 HOURS OF PLACEMENT OF CONCRETE.
17. SOIL IN FOOTING TRENCHES SHALL BE FREE OF
❑RGANIC MATERIAL OR CLAY: IF EITHER IS
ENCOUNTERED IN FOOTING' TRENCHES, REMOVE IT &
18, CONTRACTOR TO REVIEW FOUNDATION DRAWINGS
AND CHECK FOR COMPLIANCE WITH ERECTION DRAWINGS
BEFORE COMENCMENT OF CONSTRUCTION.
ANY DISCREPANCY SHOULD BE BROUGHT TO ENGINEERS
NOT TO SCALE
JAMB
DEPTH
1-1/2,
1/2'
1 1/2' I F.O. WIDTH 1 1/2'
o Wal o
0 N O
TYP. O.H. DOOR RECESS DETAIL
SECT, Bl-Bl
NOT TO SCALE
-SIDEWALL
COLUMN MAKE FOOTING
FLUSH WITH TOP
A.H. OF EXIST'G SLAB
• e :e A_- EXISTING
c CONCRETE
n a SLAB
4.e
a d a .d
19. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES OR
OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A
PREVENTITIVE TREATMENT TO NEW CONSTRUCTION.
CXI FOR
I 1 FOR
I 1 FOR
1 3 OTH
bIbI _ 'A- (7) #_7 BARS @ 8' C/C
COL. BOTH WAYS, TOP & BOTTOM
3'-6'
4'-6'
SECT, G-G ICHARLES EMBDEN P
26 HARRIS CIRCLE
• ;ten •�?
i y