HomeMy WebLinkAbout430 Gordon St 18-1211; electricalCITY OF
Ski!4FORD
FIRE DEPARTMENT
Building & Fire Prevention Division
MAY 14 2013 PERMIT APPLICATION
Application No: -/& - / Z //
Documented Construction Value: $ Z75'00.00
Job Address: - y,) oD U! 5S-S;', FZ Historic District: Yes No[9
Parcel ID: Residential Commercial
Type of Work: New® Addition Alteration Repair Demo Change of Use Move
Description of Work: /f/G 4J xsui 4 Q lee Ix,T-A-
Plan Review Contact Person: L A4, 1 Title:
Phone: y07 -9y7- z/0/ f Fax: Email:
Property Owner Information 3Z / — -34-3- 6
Name R on Phone:
Street: 12 2 G U2 CO PA 57 Resident of property? : /U O
City, State Zip: - Sr,n d FL
J Y Ole c •c , Contractor Information
Name Phone:'* " Z O o - 8el ll
Street: -Z.5'76 ,c 7 Fax:
City, State Zip: Cf State License No.: F/1 / 30/ 5 Z SS
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code
Revised January I, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced 1D Type of ID
Signatur ontractor/Agent Date
Pr ontrac(or/Agent's Name
Signature ofNotary-State of Florida Date
ANNETTE M BLAND
Notary Public - State of Florica
a Coa:miS$ior : GG s 70900
a ';' MY Comm. Expires Jan 16.
Contr `"c-;P&M1ia14ysK wn to Me or
Produced ID Type o FD—
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[:] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: January I, 2018 Permit Application
PERMIT
OFFICE ALPIM-00~
NE
Alpine, an ITW Company
2400 Lake Orange Dr., Suite 150
Orlando, FL 32837
Phone: (800)755-6001
alpineilw.com
Site Information:
Customer. Accu -Span Truss Company Job Number. 19673
JobDescription: GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later
Address. 322 GORDON ST. City, State, Zip: SANFORD, "
Name:
Address:
Address and License # of Structural EOR if one exists for the building:
License #. State:
Job Engineering Criteria:
Design Code: FBC 2017 RES
City, State, Zip:
View Version: 17.02.01.1114.21 JRef #: 1 W 9N4080017
Wild Standard., ASCE 7-10 Wind Speed (mph): 139I Roof Load (psn: 20.00-10.00- 0.00- Floor Load (pso: None
10.00
This package contains a job notes page, 5 truss drawings and 0 details.
Item Seal # Truss
1 087.18.1221.53990 T4
3 087.18.1222.06197 T6
5 087.18.1222.21773 T2
Item Seal # Truss
2
4
087.18.1221.55890
087.18.1222.16527
T3
T5
This document has been electronically
signed using a Olgital Signature. Printed
copies wlthoul an original signature must
be verified using the original electronic
version.
tl
P H. k
No. 70861 1:
STATE OF
4 •'••.4 ORIOr//
FSS/oNAI E °
03/28/2018
Florida Certificate of Product Approval #FL1999 Printed 3/28/2018 4:23:35 PM
Job Number.
19673I
Py: 1 I
SEON: 877345 / T4 JACK Cust: R408 JRef: 1 W9N4080017
GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -FBI in later Oy: 8 FROM: AH DrwNo: 087.18.1221.53990
Truss Label: T4 KM / BAF 0312&WIO
12
6 F7-
C
43
2X4(A1)
6" 1'
i --'+T
it
Loading Criteria (psq Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 10.00 Speed: 139 mph
SCLL- 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 40.00
EXP: C
Mean Height 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit. 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 ft
FT/RT:0(0y0(0) Loc. from endwall: Any
Plate Type(s): GCpi: 0.18
WAVEWindDuration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 20 SP #2 Dense
T T
K I
ee"'
FM,qh
Snow Criteria (P9.PF in PSF) DefUC81 Criteria
Pg: NA Ct NA CAT: NA PP Deflection in toe Udell LM)
Pf: NA Ce: NA VERT(LL): NA
Lu- NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): -0.000 C
HORZ(TL): 0.000 C -
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.036
TPI Std: 2014 Max SC CSI, 0.005
Rep Factors Used: Yes Max Web CSI. 0.000
FT/RT:0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
Wind
Wind loads based on MWFRS with additional C&C
member design.
Addidonal Notes
Provide (2) 16d oommon(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord.
10'6"11
Io]
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 97 /22 /74 /- /24 /8.0
D 14 /1 /11 /- /- /1.5
C 11 /7 /e /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 3756
03/28/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Lire extreme care in fabricating, handling shiDpm installing and bracing. Refer to and follow the latest edition of RCSI (Building5$fety Intonnation, by TPI an a SBCA) far safety $racbces prior to perfo rning these functions. Installers shall provide temporary
BGSI. Unless no omerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
7rd ceiling Locations shown for DermenerfI late rel restrernt of webs shall have bracing inslalled per SCSI sections $3, 87 or 810
le.- 6p plates to each face of lass anC position as shown above and on the JoinTDetails, unless noted otherwise. Refer to'
3, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the
in conformance with ANSIITPI 1, or for handling. shiDpin , installation and bracing of WssesA Cal on thl9 drawing or cover 3 e
this drowln indicates acceptance of pro)fessiona engineering responslbill sole) forth deer n shown. The outFabilityseofthis awing for any structure s e ,,V of the building DesigrSer pe ANSI 1.2.
A PLINE
nmvm vn
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number.
19673I
Py: 1 I
SEON. 877351 / T3 JACK
I
Cust: R408 JRef: 1W9N40W017
GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Oy: 8 FROM. AH DrwNo: 087.18.1221.55890
Truss Label: T3 KM / BAF 0312arm18
C
6W
2X4(A1)
Loading Criteria (psl) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 10.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP: C
Des Ld: 40.00 Mean Height: 15.00 it
NCBCLL: 10.00 TCDL: 4 2 psi
Soffit: 2.00 BCDL 5 0 psi
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 it
Plate Type(s):
Loc. from endwall: Any
WAVE
GCpi. 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
3'
3'
Snow Criteria (P9.PI in PSF) Defl/CSi Criteria
Pg: NA Cl NA CAT: NA PP Deflection in loc Udell L//1
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.001 D
HORZ(TL): 0.002 D
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 2017 RES Max TC CSI 0.153
TPI Std: 2014 Max BC CSI: 0.091
Rep Factors Used. Yes Max Web CSI: 0.000
FT/RT:0(0y0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
Wind
Wind loads based on MWFRS with additional CdC
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") toe -nails at top chord.
Provide (2) 16d common(0.162"x3.5') toe -nails at bottom chord.
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 168 /31 /120 /- /57 /8.0
D 54 /3 /39 /- /- /1.5
C 78 /38 /41 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
03/28/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
mire extreme care in fabricating, handling,shrDpin in%slling and bracing. , Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, byy TPI an SBCA) safety $ractices prior to performing these functions Installers shall provide temporary
BCSI. Unless no dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly
l7id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing nst$Iled per SCSI sections Q3, 87 or B70,
le. Appljr pl es to each face of truss and position as shown above and on the JomTdetads, unless noted othervvrse. Defer to
60A -Z for standard plate positions.
a division of
any
failure to build the
I or coverpa e
in. The sui bility
A PLINE
nmvmrwvn
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
t
19673 Ply: I SEON: 877 Cust: R408
GORDO ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later I Qty: 4 I FROM: AH
357 / T6 HIP_
I Dr / BAF 18.
1.
1222.061:722.0
620 18
17
Truss Label: T6
L
12
12'5'6
4.24 p
v
SO
V r
CV
B
13 tA
10'
D
Loading Criteria (psi)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 40.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration. 1.25
Spacing: 24.0 "
2X4(A1)
9"4
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psi
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.16
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 0 pit at -0.77 to 61 pit at 000
TC: From 2 pit at 0.00 to 2 pit at 6.77
BC: From 0 pit at -0.77 to 4 pit at 0.00
BC: From 2 pit at 0.00 to 2 pit at 6.77
TC: 21 Ib Cone. Load at 1.41
Code / Misc Criteria Creep Factor. 2.0
TC: 156 Ib Cone. Load at 4.24
Max TC CSI: 0.660
TPI Std. 2014
BC: 29 Ib Cone. Load at 1.41
Rep Factors Used: Yes Max Web CSI: 0.000
BC, 107 Ib Conc Load at 4.24
Plate Type(s):
Wind
Wind loads and reactions based on MWFRS.
6'9"4
6'9"4
Snow Criteria (Pg.PI in PSF) De1VCSI Criteria
Pg: NA Ct NA CAT: N PP Deflection in loc Udefl U#
Pf: NA Ce: NA VERT(LL): NA
Lu: NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.010 D
HORZ(TL): 0.020 D -
Code / Misc Criteria Creep Factor. 2.0
Bldg Code. FBC 2017 RES Max TC CSI: 0.660
TPI Std. 2014 Max BC CSI: 0.526
Rep Factors Used: Yes Max Web CSI: 0.000
FT/RT:0(0)/0(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WAVE
Additional Notes
Provide (2) 16d common(0 162"x3.5") toe -nails at top chord.
Provide (2) 16d oommon(0.162"x3.5") toe -nails at bottom chord
IMPORTANT- FURNISH
cusses rreeqquire extreme care in fabricat
omponent Safety Information, by TPI a
bracing per SCSI. Unless noted otiherwk
attech C n id ceiling, plates shown
diraawings 160A-Zforstandard plate
fee
any
as
GE..S• • F ••
o. r0s
03/28/2018
INCLUDING THE INSTALLERS
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 233 /45 /- /- /- /10.6
D 124 /4 /- /- /- /1.5
C 102 /36 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
failure to build the
I or rover pa e
n. 7Te sui billty
ALPINE
wn
2400 Lake Orange Dr.
Suite 150
Orlando FL, 32837
Job Number. 19673 Py: 1 SEON: 877363 175 EJAC Cust: R408 JRef: 17N4080017
GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -FBI in later Oy: 10 FROM: AH DrwNo: 087.18.1222.16527
Truss Label: T5 I KM / BAF 032812018
Ci
2X4(A1)
6" 4'10"
4'10"
Loading Criteria (psi) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL 10.00 Speed: 139 mph
BCLL: 0.00 Enclosure: Closed
SCOL: 10.00 Risk Category: 11
EXP. C
Des Ld: 40.00 Mean Height: 15.00 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Soffit: 200 BCDL: 5.0 psi
Load Durabon: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 " C&C Dist a: 3.00 It
Plate Type(s):
Loc. from endwall: not in 4.50 R
WAVE
GCpi. 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Snow Criteria (Pg,Pi in PSF) DefUCSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udeft L/#
PF. NA Ce: NA VERT(LL): NA
Lu- NA Cs: NA VERT(TL): NA
Snow Duration: NA HORZ(LL): 0.005 D -
HORZ(TL): 0.009 D -
Code / Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0 300
TPI Std: 2014 Max BC CSI: 0.225
Rep Factors Used: Yes Max Web CSI: 0.000
FT/RT:0(0)/0(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
Wind
Wind loads based on MWFRS with additional CSC
member design.
Additional Notes
Provide (2) 16d common(0.162"x3.5") too -nails at top chord.
Provide (2) 16d common(0.162"4.5") toe -nails at bottom chord.
03/28/2018
Maximum Reactions fibs)
Loc R /U /Rw /Rh /RL /W
B 241 142 /169 / - 187 /8.0
D 69 /5 /66 /- /- /1.5
C 131 /64 /70 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Big Width Req = -
Bearing B is a rigid surface.
Bearing B requires a seat plate.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
cusses require extreme care in fabricating, Aandling shi in ingtalling and bracing. Refer to and follow the latest edition of SCSI (Building
omponen[ gafety Information, byTPI and SBCA) f3i saf°epty practices prior to performing these functions. Installers shall provide temporary
bracing per SCSI. Unless noted oUterwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly
attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing nslelled per SCSI sections ¢3, 87 or BtO,
as appliesbTa. Apply pl es to each face of truss and position as shown above and on the JoinF etails, unless noted othenvrse. Refer to
ALPINEdrawings160A -Z for standard plate positions.
Alpine, a division of ITW Buildingp omponents Group Inc.• shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/T 1 1, or for handling, shipping, installation and bracing of trussesA seat on thly drawing or cover pa Q 2800 Lake Orange Dr. listing this drawing indicates acceptance of Brofeasionaf en in erimg ponslbil'ity solely for Was n shown. The aui bilityanduseofthismowingforanystructureisBreresponsibilitorthe6uingDeaigderpefANSUTPI1 .2. Suite 150
For moro infannoWn we eus • b's general notes page and these web sites: ALPINE: www at medw cam TPI: www t ' at org& Seek www sbcindu .core ICC: www.iccwfo.org Orlando FL, 32837
Job Number. 19673 Py: 1 SEON: 877371 / T2 HIPS Cust: R408 JRef: 1W9N4080017
GORDON ST. WAREHOUSE /GORDON ST. WAREHOUSE -Fill in later Oy: 2 FROM: AN D=o: 087.18.1222.21773
Truss Label: T2 KM / BAF 0312812018
4'10" 8'4" 11'10"
4'10" 3'6" 3'6" 4'10"
d
4X6 =3X4 4X6
t2 C D E
6 T
T
B F iv
4
19L G I,D,
I H B2
4X4(A2) = 3X4 = 5X6 4X4(A2)
16'8"
6" 511„8 } 6'5" + 511,18 +6"
P 5'1"8 11'6"8 16'8"
Loading Criteria (psi)
TCLL: 20.00
TCDL: 10.00
BCLL: 0.00
BCDL: 10.00
Des Ld. 40.00
NCBCLL: 10.00
Soffit. 2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Endosure: Closed
Risk Category: II
EXP: C
Mean Height 15 00 H
TCDL: 4.2 psi
BCDL: 5.0 psf
MWFRS Parallel Dist 0 to h/2
CdC Dist a• 3.00 it
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP 92 Dense
Bot chord 20 SP 91 Dense :82 20 SP #2 Dense,
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac =1.251 Plate Dur.Fac.=1.25)
TC: From 62 pit at -0.50 to 62 pit at 4.83
TC: From 31 pt at 4.83 to 31 pit at 11.83
TC: From 62 pit at 11.83 to 62 pit at 17.17
BC. From 4 pit at -0.50 to 4 pit at 0.00
BC: From 20 pit at 0.00 to 20 pit at 4.86
BC: From 10 pit at 4.86 to 10 pit at 11.54
SC: From 20 pit at 11.54 to 20 pit at 16.67
BC: From 4 pit at 16 67 to 4 pit at 17.17
TC: 233 Ib Conc Load at 4.86,11.80
TC: 131 Ib Conc. Load at 6.90, 8.33, 9.77
BC. 213 Ib Conc Load at 4.86,11.80
BC: 89 Ib Conc. Load at 6.90, 8 33, 9.77
Purilns
In lieu of structural panels use purlins to brace all flat
TC @ 24" oc
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,PI in PSF)
Pg NA CL NA CAT: W
PF NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code. FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:0(0y0(0)
Plate Type(s),
WAVE
DefVCSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.067 D 999 240
VERT(TL): 0.202 D 999 180
HORZ(LL): 0.024 H - -
HORZ(TL)- 0.049 H -
Creep Factor. 2.0
Max TC CSI: 0.341
Max BC CSI- 0.793
Max Web CSI: 0.245
VIEW Ver. 17.02.01A.1114.21
03/28/2018
Maximum Reactions fibs)
Loc R /U /Rw /Rh /RL /W
B 1353 /374 / - / - / - /8.0
F 1354 / 374 / - / - / - 18.0
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
F Min Brg Width Req = 1.5
Bearings B 8 F are a rigid surface.
Bearings B 8 F require a seat plate.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply fibs)
Chords Tens.Comp. Chords Tens. Comp.
B - C 683 -2494 D - E 590 -2239
C - D 590-2242 E - F 683 -2490
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens Comp
B - I 2166 -580 H - F 2163 -580
I- H 2507 -72D
Maximum Web Forces Per Ply fibs)
Webs Tens.Comp. Webs Tens. Comp.
C-1 643 -76 H - E 642 -76
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
cusses regytre extreme care in fabncabnpp, hhandlinD shi pin in%alling,and bracing. Refer to and follow the latest edition of SCSI ((BuildingornnengSafetyInformation, by TPI an' SBCA) tui safety $ractices prior to performing these functions. Installers shall urovide terhporarr
bracing per SCSI. Unless no omerwise,top chord shall have properly attached structural sheathing and bottom chord snail have a properly
attached riggid ceiling Locations shown for rmanant lateral res int of webs shall have br dog installed per SCSI sections B3, B7 or 810,
as ice a. Apply ppl ates to each face truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to
A LPI N Edrawings160A -Z for standard plate positions.
Alpine, a division of ITW BuildinsQ omponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI/T 11, or for handlin shiDpino, installation and bredn of trussesA $cal on this drawing or cover pa a 2400 Lake Orange Or. Ilstin this drawing Indicates accep rice 0f ass one n in ring ns tiilihr solely >ror the deal n Shown. The su'rFabilanduseofthisdrawingforanystructureisBre esponsibilit of the 6uing Des lgtser pefANSUTPI 1.Z. Suite 150
For more informet on ase tHs jows general notes pace and these web sites. ALPINE. www.al meitw.00m TPI: www.tpnxt o ; SBCA, www sliorkdusVy cora ICC, www iomfe org Orlando FL, 32837
i3 I
Revision O _ City of Sanford
Response to Comments O
MAY 1 7 2018 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit #
Project Address: (f) O-rcl
Contact: L a V--- Y L - 1 1 k
Ph: (40 -7)a '171- 1-101
Email: Z.cl. re-./(Z .BC FZ:-A • C
Trades encompassed in revision:
Department
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
N\
Submittal Date .S)7%6
S rm
Fax:
General description of revision: 0
ROUTING INFORMATION
ApprovalsDepartment
Utilities
Waste Water
Planning
Engineering
Fire Prevention
G- wilding T -1 s'—tf,
N\
Submittal Date .S)7%6
S rm
Fax:
General description of revision: 0
ROUTING INFORMATION
Approvals
gw gkvyuu
11770 111
AC472 STEEL STRUCTURES, INC.
F LETTER OF CERTIFICATION I
VULCAN STEEL STRUCTURES, INC
Job Number 25388-2R1
Customer Nome: PBC CONSTRUCTION
Job Locotion: SANFORD FL 32771
DATE: 5/10/18
DESIGNED BY: ZJM
DETAILED BY: RDP
CHECKED BY: ZJM
DESIGN PARAMETERS
W A L K D 0 0 R S
SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME
L:UMMLNIS
ANALYSIS PROCEDURE EOUIVALENT LATERAL FORCE PROCEDURE
BUILDING DESCRIPTION:
SITE CLASS (ASSUMED) D
Golvolume
SEISMIC IMPORTANCE: 1.00
WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED
NOMINAL WIDTH: 65 feet
DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): 0.09
DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1' - (1 SEC PERIODS):
NOMINAL LENGTH: 102 feet
0.08
MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): 0.04
EAVE HEIGHT, BACK S.W: 16 feet
RIDGE VENT WITH 9" THROAT
SEISMIC RESPONSE COEFFICIENT: "Cs' - 0.029
EAVE HEIGHT, FRONT S.W: 16 feet
I FL11917.6
TOTAL LONGITUDINAL BASE SHEAR 1.48
ILOUVER WITH FLIXED GLASS
ROOF SLOPE. LEFT: 1.0:12
TOTAL TRANSVERSE BASE SHEAR 1.50
FL 12256.2
R 0 L L U P D 0 0 R S
ROOF SLOPE, RIGHT: 1.0:12
MAX SIZE: 8'-8" X 14'-0" FL 12765.1
1100 SERIES
DESIGN LOADS
FL12765.2
3100 SERIES MAX SIZE: 12'-0' X 20'-0" FL12765.3
BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2017) - BUILDING
FRAME SELF WEIGHT: INCLUDED SNOW :
FL 12675.5
ROOF DEAD LOAD: 2.000 psf FLAT ROOF SNOW LOAD Pf 0 psi
COLLATERAL LOAD: 3 psf GROUND SNOW LOAD Pg 0.00 psf
ROOF LIVE LOAD: 20.00 psf SNOW LOAD IMP. FACTOR 1.00
FRAME LIVE LOAD: 12 psf THERMAL FACTOR Ct : 1.00
SNOW LOAD, ROOF: 0 psf SNOW EXP. FACTOR Ce 1.00
WIND SPEED: (3 SEC GUST) 140 mph (Vult)
108.44 mph (Vold)
INTERNAL PRESSURE COEFF. 0.18/-0.18 PERMIT # /k_ tz f /
WIND EXPOSURE: B
CLOSURE "C, 0, P" Closed
RISK CATEGORY : II - Normol
SEISMIC PARAMETERS
W A L K D 0 0 R S
SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME
3070/4070 IMPACT RATED
ANALYSIS PROCEDURE EOUIVALENT LATERAL FORCE PROCEDURE
COLOR
SITE CLASS (ASSUMED) D
Golvolume
SEISMIC IMPORTANCE: 1.00
WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED
SEISMIC DESIGN CATEGORY: A
PANEL TYPE
DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): 0.09
DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1' - (1 SEC PERIODS): 0.06
MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" - (SHORT PERIODS): 0.08
MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): 0.04
SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R' - 3.5
FL 12805.5
RIDGE VENT WITH 9" THROAT
SEISMIC RESPONSE COEFFICIENT: "Cs' - 0.029 OFFICE
L O U V E R S
I FL11917.6
TOTAL LONGITUDINAL BASE SHEAR 1.48
ILOUVER WITH FLIXED GLASS FL12256.1
ADJUST. GLASS
TOTAL TRANSVERSE BASE SHEAR 1.50
FL 12256.2
DRAWING RELEASE HISTORY I , DRAWING REVISIONS
DATE SENTI REASON FOR RELEASE I REVISION1 DATE I BY I DESCRIPTION
COVERING AND TRIM COLOR TABLE
SHEETING
W A L K D 0 0 R S
ROOF PANEL:
3070/4070 IMPACT RATED
GAUGE PANEL TYPE COLOR
26 GA. PBR PANEL Golvolume
WALL PANEL:
WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED
GAUGE PANEL TYPE COLOR
26 GA. PBR PANEL Light Stone
WALL TRIM COLOR:
RIDGE VENT WITH 12" THROAT
Charcoal Gray
6-3/4" THROAT
GABLE TRIM COLOR:
FL 12805.5
Chorcool Gray
RIDGE VENT WITH 9" THROAT
FLORIDA PRODUCT APPROVAL NUMBERS
R 0 0 F P A N E L S
W A L K D 0 0 R S
FL11819.1
3070/4070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL 17900.1
3070/4070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.2
6070/8070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.2
6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.1
PBR PANEL
R I D G E V E N T S
PBU PANEL
12" THROAT RIDGE VENT WITH 12" THROAT FL12805.2
6-3/4" THROAT RIDGE VENT WITH 6-3/4" THROAT FL 12805.5
9' THROAT RIDGE VENT WITH 9" THROAT FL12805.1
FL5335.1
L O U V E R S
I FL11917.6
FIXED GLASS ILOUVER WITH FLIXED GLASS FL12256.1
ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL 12256.2
R 0 L L U P D 0 0 R S
1100 SERIES MAX SIZE: 8'-8" X 14'-0" FL 12765.1
1100 SERIES MAX SIZE: 10'-0" X 14'-0" FL12765.2
3100 SERIES MAX SIZE: 12'-0' X 20'-0" FL12765.3
3100 SERIES MAX SIZE: 20'-0' X 20'-0" FL12765.4
750 SERIES MAX SIZE: 3'-0" X 12'-0" FL 12675.5
750 SERIES MAX SIZE: 6'-0" X 12'-0" FL12765,.6
750 SERIES MAX SIZE: 8'-8" X 12'-0" FL12765.7
750 SERIES MAX SIZE: 10'-0' X 12'-0" FI 12765
R 0 0 F P A N E L S
BATTENLOK FL11819.1
DOUBLE-LOK FL11819.2
LOKSEAM FL11819.3
SUPERLOK FL11819.4
ULTRA-DEK FL11819.5
7.2 PANEL FL15159.1
PBR PANEL FL5346.1
PBU PANEL FL11868.2
W A L L P A N E L S
AVP PANEL FL11917.3
FW -120 PANEL FL11917.4
PBR PANEL FL5335.1
REVERSE PBR FL5335.1
SHADOWRIB PANEL I FL11917.6
A
S 0 F F I T P A N E L S
ARTISAN L-12 FL11919.1
S K Y L I G H T S
PBR SKYLIGHT I FL13793
W A L L L I T E S
PBR FL 13787.1
MAY 17 2018
MIAMI DADE PRODUCT APPROVAL NUMBERS
R 0 L L U P D 0 0 R S
850 SERIES MINI MAX SIZE: 8'-8" X 12'-0' NOA-13-1203.05
3400 SERIES MAX SIZE: 12'-0" X 20'-0" NOA-13-0124.05
R 0 0 F P A N E L S
PBR 22 GAGE & 24 GAGE NOA-15-07-30.31
SUPERLOK 22 GAGE NOA-12-0911.02
SUPERLOK 24 GAGE NOA-12-0123.07
DOUBLE-LOK NOA-13-0425.14
W A L L P A N EL S
PBR I NOA-12-0123.06
ECO-FICIENT I NOA-14-0306.03
S K Y L I G H T S
PBR I NOA-12-0110.04
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR OUALIFY AS
THE PROJECT DESIGNER.
WALTER E. WOOD P.E.
FLORIDA P.E.J 61323
SOOVU C,(WugAOWAY
E1Itt •
le'o,
GG,,
0.61323
STATE OF
SS/0 N Alc
00 lllu INalwuiutt+'
ORIGINAL SIGNATURE REOUIRED
GENERAL NOTES
1. MATERIALS ASTM DESIGNATION
STRUCTURAL STEEL PLATE A529 OR A572 GRADE 50 or GRADE 55
COLD FORMED LIGHT GAGE SHAPES A1011 GRADE 55
BRACE CABLES A475 EHS
HOT ROLLED MILL SHAPES ASTM A992 GRADE 50
ROOF AND WALL SHEETS A653 OR A792 GRADE 50 or GRADE 80
BOLTS A307, A325T, AND A490 A307 UNLESS NOTED
2. STRUCTURAL PRIMER
SHOP PRIMER PAINT IS A MINIMAL NON-UNIFORM THICKNESS COATING OF A RUST INHIBITIVE RED -OXIDE COLOR PRIMER
SATISFYING THE REQUIREMENTS OF TT -P-664. THIS PRIMER IS NOT TO BE CONSIDERED A FINISH COAT AND IS NOT INTENDED
FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE
WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS,
SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE
RESPONSIBILITY OF THE ERECTOR TO TOUCH UP ANY' SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION
PROCESS. OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR
REJECTION.
3. A325 BOLT TIGHTENING REQUIREMENTS
ALL HIGH STRENGTH BOLTS ARE A325T UNLESS SPECIFICALLY NOTED OTHERWISE.
STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE 14th -
EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325T OR A490 BOLTS". PER SECTION 8.1, (SPEC. 16.2)
A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE NUT METHOD.
ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE
INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE
ERECTOR TO ASSURE PROPER TIGHTNESS.
4. BUILDER/CONTRACTOR RESPONSIBILITIES
THE METAL BUILDING MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN
THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND
TOLERANCES WILL GOVERN THE WORK.
IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS FOR OTHER TRADES.
THE_METAL._BUILDING_ MANUFACTURER'S_PLANS SHALL GOVERN.
IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY
PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED.
APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER CONTRACTOR'S ACCEPTANCE OF THE
METAL BUILDING MANUFACTURER'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER
ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM
THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL,
ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION
AND ( OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE
FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES
WITH THE PURCHASE ORDER.
THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE
AND COMPATIBILITY CONCERNING ANY MATERIALS NOT.. FURNISHED BY THE MANUFACTURER ARE TO BE CONSIDERED AND
COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS
INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S
ASSUMPTIONS WILL GOVERN.
THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS
COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED
ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN
AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN
PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE
STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE
PURCHASE ORDER.
THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING
COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY
SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION' WILL BE THE RESPONSIBILITY OF THE ERECTOR TO
DETERMINE, FURNISH, AND INSTALL.
THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED
OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS
NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL.
AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 - READS AS FOLLOWS
THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING,
AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS."
RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS THE DEFAULT WIND EXPOSURE. IT IS
RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPOSURE "B" IS APPLICABLE
BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE TO LOCAL BUILDING/CODE OFFICIALS
OR AUTHORITIES HAVING JURISDICTION. IT IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES
OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER
TO INCLUDE:
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF
WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING
PROJECT.
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE
DEFINITION OF WIDTH, LENGTH. -HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS
AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY.
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING
DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF
IMPORTANCE FACTORS, DEFINITION OF ALL LOADS REQUIRED FOR THE DESIGN OF THE
STRUCTURE INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND
EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA-
BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENGINEER ARE
RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION.
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE
DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES
AND FINISHES.
SPECIAL NOTES:
BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL
WALL COVERING, ROOF SHEETS, AND PERMANENT
BRACING IS INSTALLED. BUILDER / CONTRACTOR IS
RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING
DURING ERECTION, HE SHALL FURNISH, AND INSTALL
THESE TEMPORARY SUPPORTS WHERE NECESSARY.
TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE
METAL BUILDING MANUFACTURER.
OUTSIDE VENDOR ACCESSORY NOTE:
BUYER SHALL BE RESPONSIBLE TO COORDINATE,
ASSURE AND VERIFY THAT THE STRUCTURE AND
CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER
ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS.
TUBE
GUTTER
TRIM VARIES)
SAP
STANDARD TRIM LAP=
NOTE: ALL TRIM CONTAINED ON THIS PROJECT
WILL HAVE OUR STANDARD 3" LAP AS SHOWN
ABOVE. (TRIM STYLE VARIES)
THE PROJECT DESIGNER IS NOT THE METAL -
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOSSITE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
THE PROJECT DESIGNER.
WALTER E. WOOD P.E.
FLORIDA P.E.B 61323
500 VULCAN PARKWAY
Ft .... ;''
Q\.\E NSF .O0O,
61323
Yr
STATE OF Q
SIGNATURE
Di = 5/8" ANCHOR BOLTS NOTES ANCHOR BOLTS ANCHOR BOLT SUMMARY
I
c
MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS
WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J -BOLTS
HEX NUT
W/FIAT
WASHER
SEE BUILDING PLANS
FOR PROTECTION
CONCRETE LINE Oly Locate
Dio
in) Type
Proj
in)
c
2
0
c
E
c
OF BETTER PERFORMANCE
n_
O
OR ANCHOR BOLTS WITH HOOKS BECAUSE
C @§A Ala?
0. 8—
RESULTS IN CONCRETE FOUNDATIONS. THE TYPE OF BOLT USED FOR T O 8 Jamb 5/8' F1554 3.00
Clo
BC
W Ba
THE PROJECT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER Z O 32 Endwoll 5/8" F1554 3.00
d WITH THE BOLT STRENGTH MEETING OR EXCEEDING THAT OF AN
ASTM F1554 GRADE 36 (MIN.) BOLT.
LENM
HEX NUT j •• BYFOUNDATION ENGINEER ••
9 24 Frame 3/4" F1554 3.00
O 0
16 W/FLAT WASHER p
8" 2"' 4"
ANCHOR BOLTS SHALL BE ASTM
r1SSA r1RAnr '%A !FAIN 1 nR r:RAnr 55
WI
DETAIL A
Dio= 5/8" 6..
ui
ui
1-
010 -
oD4
OIO
1— 2
1 —V
DETAIL B
Dio= 3/4"
8..
I
0 4
I— 3
See Plon
DETAIL C
Dio= 5/8"
r
ED i 00 4..
L _j2
SW
See Pion •
DETAIL D
SEE PLAN
OUT TO OUT CONCRETE
SEE PLAN
OUT TD OUT STEEL
W
W
PROJECTION
CONCRETE EDGE AND ANCHOR BOLT PROJECTION
m
1
B C o
1
C D D C B
I
B @pA A@
I I
2
0
c
E
c
n_
OOx
C @§A Ala?
1
1
Clo
BC
W Ba
o X-Broting
1 1
FRAME
DIMENSI
I
WALLPA1SL
INSIDE CLOSURE -
cOPT1ONAL1
812 . 1 1/4'
SSDS
V/WAB'd 1%iA6' ASHER
Nr
B' BLOCK
a ' _ BY OTHERS
BASE CHANNEL WITH MASONRY BASE FLASH
WITHOUT SHEETING NOTCH
SLAB BE
Y4JAMB EPTH
FINISHED fLODR
112,
SECTION 'A -A'
1-3 f.D.VIDTH/4'
A -A' w
0
OVJ O
0 o
TYP. OVERHEAD DDDR RECESS DETAIL
ANCHOR BOLT PLAN
NOTE: All Bose Plates O 100'-0" (U.N.)
1-3/4"
VISIONS
V. DESCRIPTION-
o'
I FINAL ERECTION
XI FOR CONSTRUCTION
I FOR APPROVAL
I OTHER, EXPLAIN
W
Ou
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
aaunnluuluhrgpq/
BENS •., :O
F .
J
o.61323
STATE OF Q
9NA1:
SIGNATURE REOUIRED
VULCAN STEEL STRUCTURES, INC I PBC CONSTRUCTION
PROJECT I GDRDOT STREET VAREaa-BLDG B 1 ANCHOR BOLT PLAN b DETAILS
SANFORD FL 32771
COLUMN UNE
r
ylH
1V 1V
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Frm Col Anc._Boll Bose -Plate (in) Elev.
Une Une Oly Dia Width Length Thick (in)
2• A 4 0.750 8.000 10.00 0.500 0.0
2• D 4 0.750 8.000 10.00 0.500 0.0
1 2• Frame lines: 2 3 4
GENERAL NOTES
1. APPUCATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
REPRESENT THE PROFESSIONAL OF RECORD.
2ETALOUNDABUILION DESIGN
LAND
CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
R.
3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH
ELEVATION AND LOCATION.
84.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES
N THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUALIFlED ENGINEER
TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS.
5.) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED)
6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS
ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE
VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS.
7.) WIND REACTIONS ARE BASED ON Vult.
RIGID FRAME: BASIC COLUMN REACTIONS (k )
ANCHOR BOLTS g BASE PLATES
Frm Col Anc.-Bolt Bose -Plate (in Elev.
Une
Frame Column ----- Deod-----Colbterol-
Oty Dio
Uve------ Wind -Left I- Wind-Rill Wind_Left2-
Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert
2• A 1.6 2.5 1.8 •2.5 7.1 9.9 15.3 20.8 9.2 14.3 9.5 11.9
2• D -1.6 2.5 1.8 2.5 7.1 9.9 9.2 14.3 15.3 20.8 3.4 5.4
Frame Column-Wind_Right2- Wind_Longt- Wind_Long2- Seismic-Left Seismic -Right Seismic-Long
Horiz VertLineUneHorizVen
2• A -3.4 -5.4
Horiz Vert
13.9 -20.7
Horiz
9.1
Ven
14.5
Horiz
0.3
Vert
0.1
Horiz
0.3
Vert
0.1 0.5 0.2
2• D 9.5 -11.9 9.1 -14.5 13.9 20.7 0.3 0.1 0.3 0.1 0.5 0.2
2• Frame lines: 2 3 4
3.0 4.7 5.2 10.2 7.0 0.0
1 C 1.1
ENDWALL COLUMN: ANCHOR BOLTS g BASE PLATES
Frm Col Anc.-Bolt Bose -Plate (in Elev.
Une Une Oty Dio Width Length ick in)
1 A 4 0.625 6.000 8.000 0.500 0.0
1 B 4 0.625 6.000 8.000 0.500 0.0
1 C 4 0.625 6.000 8.000 0.500 0.0
1 D 4 0.625 6.000 8.000 0.500 0.0
5 D 4 0.625 6.000 8.000 0.500 0.0
5 C 4 0.625 6.000 8.000 0.500 0.0
5 B 4 0.625 6.000 8.000 0.500 0.0
5 A 4 0.625 6.000 8.000 0.500 0.0
BUILDING BRACING REACTIONS
t Reactions(k ) Pone Shear
Wall - Col -Wind - -Seismic- (lb/ft)
Loc Une Une Harz Vert Harz Ven Wind Seis Note
L_EW 1 - - - - - - W
R_EW 5
4,5 12.7 6.9 1.5 0.8 (
i)
B_SW A Torsional Bracing Used
i)Brocing in roof to rigid frame
DESIGN LOAD DEFINITIONS
RIGID FRAME LOAD CASE DEFINITIONS
Wind-LI/Wind-RI = Lateral wind load from the left/right with a negative internal pressure coefficient.
Wind_L2/Wlnd_R2 = Lateral wind load from the left/right with a positive Internal pressure coefficient.
Wlnd_Lnl = Longitudinal wind load with a negative Internal pressure coefficient.
Wind_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient.
Seismic_L/SPIsmIC_R = Lateral Seismic load from left/right.
LWINDp_L#E/ LWINDN_R#E = Longitudinal wind loads for edge zones.
F#UNB_SL_L/ FMUNB_SL_R = Unbalanced roof snow load with wind from the left/right.
F#PAT LL If = Pattern live lood for continuous beam systems.
Note, Bracing reactions are not already included In combination with any other load but must be added
to basic reactions as desired by the foundation designer.'
Collot = Collateral Load
Endwall Load Case Deflnitions
Rafter Wind L/ Rafter Wind R = Lateral wind load from the left/right.
Brace Wind -L/ Brace Wlnd_R = Lateral wind toad from the left/right with the bracing loads added.
Wind_P/Wlnd_S = Wind Pressure/Suction due to longitudinal wind.
Wlnd_Lntt = Longitudinal wind load on the roof.
Selsmlc L/Seismic_R = Lateral Seismic load from left/right.
Et1UNB_SL_L/ ENUNB_SL_R = Unbalanced roof snow food with wind from the left/right.
ENPAT_LL 11 = Pattern live load for continuous beam systems.
LWINDY_L/LWINDq_R = Longitudinal wind loods for edge zones.
DESCRIPTION,
ENDWALL COLUMN: BASIC COLUMN REACTIONS (k )
Wind Wind Wind Wind Wind Wind Wind Wind Seis
Frm Col Dead Collot Live Left Right) Left2 Righl2 Press Suct Longi Long2 Left
Une Une Vert Ven Vert Vert Vert Vert Vert Harz Harz Vert Vert Vert
1 A 0.4 0.3 1.9 3.7 2.9 2.4 1.4 0.0 0.0 4.5 2.2 0.0
1 B 1.1 1.0 6.3 11.0 6.2 7.6 3.0 4.7 5.2 10.2 7.0 0.0
1 C 1.1 1.0 6.3 6.2 11.0 3.0 7.6 4.7 5.2 7.0 10.2 0.0
1 D 0.4 0.3 1.9 2.9 3.7 1.4 2.4 0.0 0.0 2.2 4.5 0.0
Seis
Frm Col Right EIPAT_LL_I- E1PAT_LL-2- E1PAT_LL-3- E1PAT-LL-4-
Line Une Ven Harz Ven Harz Ven Hart Ven Harz Ven
1 A 0.0 0.0 2.0 0.0 0.6 0.0 2.4 0.0 0.5
1 8 0.0 0.0 6.5 0.0 2.3 0.0 2.7 0.0 3.6
1 C 0.0 0.0 2.3 0.0 6.5 0.0 2.7 0.0 3.6
1 D 0.0 0.0 0.6 0.0 2.0 0.0 2.4 0.0 0.5
Wind Wind Wind Wind Wind Wind Wind Wind Seis
Frm Col Dead Collot Live Left Righll Left2 Righl2 Press Suet Longi Lon92 Left
Une Une Vert Vert Vert Vert Vert Ven Vert Harz Harz Ven Vert Vert
5 D 0.4 0.3 1.9 3.7 2.9 2.4 1.4 0.0 0.0 4.5 2.2 0.0
5 C 1.1 1.0 6.3 11.0 6.2 7.6 3.0 4.7 5.2 10.2 7.0 0.0
5 8 1.1 1.0 6.3 6.2 11.0 3.0 7.6 4.7 5.2 7.0 10.2 0.0
5 A 0.4 0.3 1.9 2.9 3.7 1.4 2.4 0.0 0.0 2.2 4.5 0.0
Seis
Frm Col Right E2PAT_LL_1- E2PAT-LL2- E2PAT_LL_3- E2PAT-LL-4-
Une Une Vert Harz Vert Harz Vert Harz Vert Harz Vert
5 D 0.0 0.0 2.0 0.0 0.6 0.0 2.4 0.0 0.5
5 C D.0 0.0 6.5 0.0 2.3 0.0 2.7 0.0 3.6
5 e. 0.0 0.0 2.3 0.0 6.5 0.0 2.7 0.0 3.6
5 A 0.0 0.0 0.6 0.0 2.0 0.0 2.4 0.0 0.5
3 FINAL ERECTION
X3 FOR CONSTRUCTION
3 FOR APPROVAL
3 OTHER, EXPLAIN
VULCAN STEEL STRUCTURES, INC
ID I 25388-2R1
PROJECT SANFORD FL 32771
ADDRESS
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL. GA 31620
V , ... 011
No. 61323
STATE OF
Q
X, OR IOP:
ORIGINAL SIGNATURE REQUIRES
PBC CONSTRUCTION
ANCHOR BOLT DETAILS S REACTIONS
DESIGN, ZJM I DRAFT, RDP I CHECK,
DATE, 5/10/18 1 SHEET 2
SPLICE BOLT TABLE MEMBER
Mark
Oty
Top Bot Int Type Dio Length
SP -1 4 4 2 A325 0.625 2.25
SP -2 4 4 0 A325 0.625 2.25
TYP. FLANGE BRACE GIRT CONNECTION
FLANGE BRACE TABLE
I Web Plate
FRAME LINE 2 3 4
OFFSET rL 1/2'x1 1/4•
Mork Stort End Thick Length W
OID SIDES MARK LENGTH OFFSET
1 1
RF1-100
FB43.5A 3'-7 1/2" 2'-8"
6
1
6
F846A 3'-10" 2'-8"
3 1
TYP. U.N.)
FB39.5A 3'-3 1 /2" 2'-8"
Q1•
12
9
0 _ _ - _
2 2
MEMBER TABLE
a
D o o
TYP. FLANGE BRACE GIRT CONNECTION Web De th I Web Plate Outside Flange Inside Flange
OFFSET rL 1/2'x1 1/4•
Mork Stort End Thick Length W x Thk x Len th W x Thk x Length
A307 BOLTS RF1-100 9.5/30.0 0.165 150.2 6 x 1/4- x 181.9 6 x 1/4" x 151.5
TYP. U.N.) TYP. U.N.) 30.0/30.0 0.250 34.3 6 x 3/16" x 38.4
RF 1-101 30.0/14.0 0.165 83.7 6 x 1/4" x 240.0 6 x 1/4" x 85.2
I 14.0/14.0 0.135 240.0 6 x 1/4" x 111.2 6 x 1/4" x 240.0
I
14.0/14.0 0.135 30.0 6 x 1/4" x 28.8
RF 1-102 14.0/14.0 0.135 30.0 6 x 1/4" x 1 1 1.2 6 x 1/4" x 28.8
SIR 1/4'
14.0/14.0 0.135 240.0 6 x 1/4" x 240.0 6 x 1/4" x 240.0
1/2'x1
A307 BOLTS 14.0/30.0 0.165 83.7 6 x 1/4" x 85.2
RF 1-103 30.0/30.0 0.250 34.3 6 x 3/16" x 38.4 6 x 1/4" x 151.5
A SECOND FLANGE
FLANGE BRACE
SEE FRAME CROSS 30.0 9.5 0.165 150.2 6 x 1/4" x 181.9
EQoN rBRACEISRUIRED
2)' IF IS NOTED IN
FLANGE BRACE TABLE. R.F. COLUMN/RAFTER
SEE FRAME CROSS SECTION
FOR LOCATIONS.
16 BOLTS TOTAL
ADDITIONAL HOLES ARE PRESENT
FOR ALIGNMENT PURPOSES ONLY
RC -R26
q
3 32'-3'
e t/t6 7 ® a• -a i. .
0 _ _ - _
2 2
GENERAL NOTES:
NOTICE TO ERECTOR
A)lt is IMPORTANT that for members
exceeding 30 ft. in length that a
spreader bar be used when lifting.
B)ALL flonge braces and wind bracing
must be installed prior to exterior
finishes being applied.
1
12
a. I
a
D o o
r
a
GENERAL NOTES:
NOTICE TO ERECTOR
A)lt is IMPORTANT that for members
exceeding 30 ft. in length that a
spreader bar be used when lifting.
B)ALL flonge braces and wind bracing
must be installed prior to exterior
finishes being applied.
1
12
WALTER E. WOOD P.E.
FLORIDA P.E.J 61323
500 VULCAN PARKWAY
ADEL. GA 31620
tt`t`ttanrwmnnrrgrrur1R E.
GENS4
I No. 61323
MAIN FRAME ELEVATION: FRAME LINE 2 3 4
STATE OFo.
wx
ORIGINAL SIGNATURE REOUIRED
DESCRIPTION: E 7 FINAL ERECTION
Ex] FOR CONSTRUCTION
E ] FOR APPROVAL
E ] OTHER, EXPLAIN
VULCAN STEEL STRUCTURES, INC
PROJECT GORM STREET VARMSE-BLI
ID 25388-2R1
PROJECT SANFORD FL 32771
ADDRESS
PBC CONSTRUCTION
MAIN FRAME ELEVATION
DESIGN: ZJM I DRAFT: RDP I CHECK: 7I
0
oaIco
a
WALTER E. WOOD P.E.
FLORIDA P.E.J 61323
500 VULCAN PARKWAY
ADEL. GA 31620
tt`t`ttanrwmnnrrgrrur1RE.
GENS4
I No. 61323
MAIN FRAME ELEVATION: FRAME LINE 2 3 4
STATE OFo.
wx
ORIGINAL SIGNATURE REOUIRED
DESCRIPTION: E 7 FINAL ERECTION
Ex] FOR CONSTRUCTION
E ] FOR APPROVAL
E ] OTHER, EXPLAIN
VULCAN STEEL STRUCTURES, INC
PROJECT GORM STREET VARMSE-BLI
ID 25388-2R1
PROJECT SANFORD FL 32771
ADDRESS
PBC CONSTRUCTION
MAIN FRAME ELEVATION
DESIGN: ZJM I DRAFT: RDP I CHECK: 7I
SPLICE BOLT TABLE
TABLE
Mark
Qty
Top Bot Int Type Dio Length
SP-1
SP -2
4 4
4 4
2 A325
0 A325
0.625 2.25
0.625 2.25
Mork
Web Depth
FLANGE BRACE TABLE
FRAME LINE 5
Plate Outside Flange
W x Thk x Len th
OID SIDES MARK LENGTH
9.6/28.0
28.0/28.0
28.0/12.0
12.0/12.0
12.0/12.0
28.0/28.0
OFFSET
1
2
1
1
x 3/16"
x 3/16"
x 3/16"
x 3/16"
x 3/16"
FB45A
FB39A
3'-9"
3'-3"
6
6
6
6
6
2'-8"
2'-8"
3/16" x
3/16" x
3/16" x
3/16 x
3/16„ x
153.1
87.3
240.0
29.0
153.1
19
TYP. FLANGE BRACE / GIRT CONNECTION
OFS T Ft 1/2'x1 1/4'
TYPFU.N.) A307 BOLTS
TYP. U.N.)
Io 0
I I
h to oI o
G \ ` _
RRTL
IN/
A307 (BOLTS
0 0
A SECOND FLANGE
FLANGE BRACE
BRACE IS REQUIRED ONLY
SEE FRAME CROSS
IF '(2)' IS NOTED 117-TFE'
FLANGE BRACE TABLE. F. COLUMN/RAFTER
SEE FRAME CROSS SECTION 16 BOLTS TOTAL
FOR LOCATIONS.
ADDITIONAL HOLES ARE PRESENT
FOR ALIGNMENT PURPOSES ONLY
RC -R26
Q1' I If I
12 2
GENERAL NOTES:
NOTICE TO ERECTOR
A)lt is IMPORTANT that for members
exceeding 30 ft. in length that o
spreader bar be used when lifting.
B)ALL flonge braces and wind bracing
must be installed prior to exterior
finishes being applied.
MAIN FRAME ELEVATION: FRAME LINE 5
REVISIONS
RFV. DESCRIPTION-
MEMBER TABLE
Mork
Web Depth Web Plate Outside Flange
W x Thk x Len th
Inside Flange
W x Thk x LengthStartEndThickILength
RF2-100
RF2-101
RF2-102
9.6/28.0
28.0/28.0
28.0/12.0
12.0/12.0
12.0/12.0
28.0/28.0
0.135
0.188
0.135
0.135
0.135
0.188
152.0
32.2
85.9
240.0
30.0
32.2
6
6
6
6
6
x 3/16"
x 3/16"
x 3/16"
x 3/16"
x 3/16"
x
x
x
x,
x
181.9
36.3
240.0
113.5
36.3
6
6
6
6
6
x
x
x
x
x
3/16" x
3/16" x
3/16" x
3/16 x
3/16„ x
153.1
87.3
240.0
29.0
153.1
3 FINAL ERECTION
X3 FOR CONSTRUCTION
3 FOR APPROVAL
3 OTHER, EXPLAIN
NO
VULCAN STEEL STRUCTURES, INC
PROJECT ISANFORD FL 32771
ADDRESS
WALTER E. WOOD P.E.
FLORIDA P.E.,# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
E.
c)61323
o STATE OF Q
FS,S••........
ORIGINAL SIGNATURE REQUIRED
CONSTRUCTION
DESIGN,ZJM I
DATE- 4/ 9/18
4104
O m
2
ERECTOR NOTE:
THIS BUILDING HAS SPECIFIC ROOF AND/OR WALL FASTENER
REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING
THE ROOF & WALL PANELS. FAILURE TO FOLLOW THESE SPECIFIC
REQUIREMENTS COULD RESULT IN LOSS OF ROOF OR WALL PANEL(S)
I
4
2O
Rpp/ •/
J
I / /
WIND LOADING PRESSURES CHART
AREA <. 10 SO.FT. FOR PANELS)
PRESSURE SUCIION
ZONE 1 (ROOF INTERIOR) 16 35
ZONE 2 (ROOF EDGE) 16 59
ZONE 3 (ROOF CORNER) 16 89
ZONE 4 (WALL INTERIOR) 32 35
ZONE 5 (WALL EDGE) 32 43
WALL ACCESSORIES
10 SOFT (ZONE 4) 32 35
100 SORA (ZONE 4) 28 30
10 SOFT (ZONE 5) 32 43
100 SOFT (ZONE 5) 28 32
NOTE
PRESSURES SHOWN ARE BASED ON VuN AND APPLICABLE
11AERNAL COEFFICIENTS FOR THE ENCLOSURE CLASSIFICATION
AND EXPOSURE CATEGORY SEE COYER PAGE FOR APPUGABIE
VALUES. FOR ALLOWABLE SIRENG H DESIGN PRESSURES. %r4
MULTIPLY THE SHOWN VALUES DY 06,
ROOF SLOPE 0 TO 7'
15V
It
O / 2 /
ROOF FASTENER DETAIL P
ENCLOSED / PARTIALLY ENCL
P
o' 1'-0' 1•-0'
DETAIL
A'
N12 MEMBER FASTENERS
PANEL FASTENER SPACING AT INTERMEDIATE G1RTS
8' 8' 8'
1-1012 MEMBER FAST NERS
PANEL FASTENER SPACING AT EAVE STRUTS
ENDLAPS, AND BASE
N14
STITCH FASTENERS
ZONE 5 - _20__ 0/C MAX.
ZONE 4 - E ALL GIRTS
L -AK- O.C. MAX. BETWEEN G1R7S
DETAIL 'A'
4 = ZONE 4 DIM W = 6.4 FT
5 = ZONE 5
PBR' WALL PANEL ATTACHMENT DETAIL
36' NOMINAL COVERAGE
12'
4' 4' 4'
J4 -MAJOR RIB
3/16'
TBR' WALL PANEL PROFILE
Off!%
DETAIL
A•
N12 MEMBER FASTENERS
PANEL FASTENER SPACING AT INTERMEDIATE PURLINS
7-
r-#12 MEMBER FASTENERS
PANEL FASTENER SPACING AT EAVE STRUTS
ENDLAPS. AND RIDGE.
N14
STITCH FASTENERS
TAPE MASTICZONE3 - _2Q._ 0/C MAX.
ZONE 2 - _22, O/C MAX.
ZONE 1 - E ALL PU
6 -BL- O.C. MAX. BETWEEN PURLINS
DETAIL 'A'
1 = ZONE 1 DIM A = 6.4 FT
2 = ZONE 2
3 = ZONE 3
PBR' ROOF PANEL ATTACHMENT DETAIL
PBR' ROOF PANEL PROFILE
WALL FASTENER DETAIL PLAN PGBLESS7
I REV. I DESCRIPTION: I DATE I DTLR I DATE I CHKR I APPDI
VULCAN STEEL STRUCTURES, INC
I I FINAL ERECTION PROJECT GDRDW STREET VAREH]US
EX] FOR CONSTRUCTION ID 25388-2R)
I I FOR APPROVAL PROJECT SANFORD FL 32771EIOTHER, EXPLAIN
ADDRESS
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL. GA 31620
R..E' w0
o. 61323
STATE OF :Q
ORIGINAL SIGNATURE REQUIRED
PBC CONSTRUCTION
FASTERNER DETAILS
5
HL
a
L
o
H
W
PURUN
LAP
oc anP
CAME
EYC»aT
HILLSIDE
rLATWASHER HATt
BRACE CABLE ASSEMBLY
cAsa HARDWARE rACTueY ATTAnED
SYHNEIRICAL AT mTHH ENDS
P -
zP- 1 10211
P-10 OX25Z15 29 1/2
E-10 tOE375D14 25::'l1 1/2"
ER -1 RFI -101 RFI- RFI- R-100
E-10 JOE375D14 24'-11 1/2„
I
t0E375D14 25'-11 1/2"
E-10 tOE3751)14 24'-11 1/2
E-10
yP
25'-11 1/2"
ro
0.25OCBL
ro
CB -10 0.25OC8L
c
El 00 RFI -102 R 102 R -102 ER 00
35'-3"
I
Uy
ALf
3-t 3/4• t-1 3H' T -t 3/4•
ROOF FRAMING PLAN
REVISIONS
v
I
J
i
J
0
H
W
r -tu
P-101
iuxc cH
10X25Z16
cy—H
29'-3
H/c"
1/2"
P-10 OX25Z15 29 1/2
E-10 tOE375D14 25::'l1 1/2"
E-101 t0E375D14 24'-11 1/2"
E-10 JOE375D14 24'-11 1/2„
E-10 t0E375D14 25'-11 1/2"
E-10 tOE3751)14 24'-11 1/2
E-10 t0E375D14 25'-11 1/2"
CB 101 0.25OCBL 31'-8"
CB -10 0.25OC8L 31' -4 -
CB -10 0.312CBL 35'-3"
WALTER E. WOOD P.E.
FLORIDA P.E./ 61323
500 VULCAN PARKWAY
ADEL. GA 31620
ORIGINAL SIGNATURE REQUIRED
DRAWING STATUS VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION
7 FINAL ERECTION
nADDRESS
CURDEN SIREEI VARDIOUSE-BLDG B ROOF FRAMING
X] FOR CONSTRUCTION 25388-2RI DESIGN:ZJM DRAFT: RDP CHECK: ZJM
3 FOR APPROVAL DATE: 5/10/18 SHEET 6
3 OTHER, EXPLAINSANFDRD FL 32771
ROOF SHEETING PLAN
PANELS: 26 Go. PBR - Gohwlume
EC -100 RFI -103 RFI -103 RFI -103 EC -103
GENERAL NOTES:
1.) IF CABLE BRACING, WIND BENTS. WIND COLUMNS. OR WEAK AXIS DESIGN OF
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM
PANEL ACTION IS SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
LEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
SIDEWALL FRAMING: FRAME LINE D
ION - E ] FINAL ERECTION
EX] FOR CONSTRUCTION
E ] FOR APPROVAL
E ] OTHER, EXPLAIN
VULCAN STEEL STRUCTURES, INC
PROJECT CDRDQI STREET VAREIWSE-111.1
ID I 25388-2R1
SANFORD FL 32771
L
E-101
ivwiavi t
t0E375D14
w - i I
24'-11 1/2"
E-10 t0E375D14 24'-11 1/2
E-10 IOE375D14 25'-11 1/2
G-10 8X25C 16 25'-11 •1 2"
G-10 8X35Z13 26'-3 1 2"
G-10 8X25C 13 24'-11 1 2"
G-10 8X35Z13 26'-3..)/2"
WALTER E. WOOD P.E.
FLORIDA P.E.Q 61323
500 VULCAN PARKWAY
ADEL, GA 31620
E:
gyp' GENIS.•
o. 61323
STATE OF ;'
c
f" S UNM:
ORIGINAL SIGNATURE REQUIRED
C NSTRUCTI N
DESIGN- ZJM I DRAFT1 RDPCHECK- ZJM
DATE- 5/10/18 SHEET 8
T T T T T
Gutter with 5 downspouts)
O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
CD co m m eo O m O O m co co co m O m m co co m m O m m m co m co m m m ao m m
s
L -----------
OPEN FOR MASONRY BY OTHERS
SIDEWALL SHEETING & TRIM: FRAME LINE D
PANELS: 26 Go. POR — Light Slone
GENERAL NOTES:
1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM
PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
REVISIONS
FINAL ERECTION
X] FOR CONSTRUCTION
FOR APPROVAL
OTHER, EXPLAIN
2 DTR 20'-3"
3 DTR 2'-3"
4 RVEG 20'-3" TM50
5 RVEG 2'-3" TM50
6 RVCB 6" TM52
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
GENS' .0--
0.61323
ti • STATE OF
OR
N All.
ORIGINAL SIGNATURE REOUIRED
VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION
PROJECT GORD@I STREET VAREHIUSE-BLDG B SIDEVALL FRAMING
ID 25388-2R1 DESIGN:ZJM I DRAFT- RDP I CHECK: ZJM
PROJECT SANFORD FL 32771 DATE: 5/10/18 1 SHEET 9
ADDRESS
H
4 3 2
26'-0' 25'-0' 25'-0' 26•-0'
IJ- [
12'-0"
E-10 10E375D14
1 a _1 E-104 105
24'-11 1/2:
E-10
y
25'-11 1/2-
G-10C-10 8X25C 16 25'-11
G-10 8X35Z13 26'-3 1
2
2"
H-100
8X35Z13 26'-3 1/2-
1
8X25C16 9'-8"
106 G-10
109
O
I
1
C -11-C-109
p
1
G- 105
C1
co
E I E I— — — — — — — — — — — —
GENERAL NOTES:
1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM
PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
Kr 1—R1U RFI -100
3-_0_ 1.3.-0- I 12'-0' 10'-0'
SIDEWALL FRAMING: FRAME LINE A
REVISIONS
FINAL ERECTION
X] FOR CONSTRUCTION
FOR APPROVAL
I OTHER, EXPLAIN
EC -100
VULCAN STEEL STRUCTURES, INC
PROJECT GIIRKN STREET VMMSE-BLI
SANFORD FL 32771
w-Ivv
DH -10
oxa l•r
8x35C16
IJ- [
12'-0"
E-10 10E375D14 25'-11 1/2"
E-10 10E375D14 24'-11 1/2:
E-10 t OE375D14 25'-11 1/2-
G-10C-10 8X25C 16 25'-11
G-10 8X35Z13 26'-3 1
2
2"
G-10 8X35Z13 26'-3 1/2-
G-10 8X25C16 9'-8"
2 I C6a
3 C-5
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL. GA 31620
i No. 61323 r
STATE OF
Q
S QNA tiNr
rf IUanf pfnll"u•
RIGI SIGNATURE REOUIRED
PBC CONSTRUCTION
SIGN- ZJM I DRAFT, RDP
TE- 5/10/18 1 SHEI
11
Q Q i Q2 (
Gutter with 5 downspouts)
e e
777=1 U
e
OPEN FC MASONRY
GENERAL NOTES:
1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF
IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM
PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2. ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
LEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. POR — Light Stone
DESCRIPTION:
MASONRY BY OTHERS
2 DTR 20'-3"
3 DTR 16'-3'
4 DTR 6'-3"
5 RVEG 20'-3" TM50
6 RVEG 2'-3" TM50
7 RVCB 6" TM52
8 RVGE 6"
9 JCT 14'-0"
10 JTR 6'-3" TM31
11 JCT 12'-0"
V-11lu J 1 n l va
FINAL ERECTION
XI FOR CONSTRUCTION
FOR APPROVAL
OTHER, EXPLAIN
STRUCTURES, INC
DRDRI STREET VAREWME-111.1
VULCANTEEL
25388-2R1
SANFORD FL 32771
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
No.61323
a ? SATE OF •"
F.,^
N
ORIGINAL SIGNATURE REOUIRED
SIDEVALL FRAMING
DESIGN: ZJM I DRAI
m
Qt'
12
L%'_ ow LC -107 EC -102 EC -100
CIRT
LAPS -1 3N' -1 ivy.
GENERAL NOTES:
1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS
BBE N DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER—PANEL BRACING IS
SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE
PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
ENDWALL FRAMING: FRAME LINE 1
DESCRIPTION, E ) FINAL ERECTION
EX] FOR CONSTRUCTION
E ] FOR APPROVAL
E ] OTHER, EXPLAIN
ER-100/ER=100 8 A325T 5/8" 2 1/4-
Int Col mn Rof 1 4 A325T 1/2' 1 1
FLANGE BRACE TABLE
FRAME LINE 1
7 ID SIDES I MARK LENGTH OFFSET
1 1 1 FB38.5 3'-2 1/2' 2'-8"
722
VULCAN STEEL STRUCTURES, INC
PROJECT I GORDON STREET VARDlIM-81.116 B
ISANFORD FL 32771
ADDRESS
LI _ VTTUA
EC -101
IV
WBX10
I J -J J/ 10
16'-2 3/16"
EC -10 WBX10 16'-2 3/16"
ER -10 WBX10 31'-4 1/16"
G-10 8X25C16 19'-3 1/2
G-101 8X25Z16 21'-1 1/2'
G-10 8X25C14 24'-11 2"
G-10 8X25Z16 27'-3 1:
r_—tn RYlr71C. 71'—t 1 /9"
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL. GA 31620
No. 61323 •.
TATE OF ;
Q
NA : N..,
ORIGINAL SIGNATURE REOUIRED
BC CONSTRUCTION
DVALL FRAMING
SIGN, ZJM DRAFT- RDP I CHECK,
5/10/18
0
4 4
p
4 4
2 DTR 20'-3"
3 DTR 5'-3-
4 RVRT 20'-3" TM11
5 RVRT 12'-11" TM11
6 RVPB 1'-4" TM39
th,
2
OPEN FOR MASONRY BY OTHERS
I
L----------------------------------------------------------------i
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Go. PBR — Light Stone
GENERAL NOTES:
1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER—PANEL BRACING IS
SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE
PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
REVISIONS
FINAL ERECTION
X] FOR CONSTRUCTION
FOR APPROVAL
OTHER, EXPLAIN
VULCAN STEEL STRUCTURES, INC
PROJECT ISANFORD FL 32771
ADDRESS
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
G ENs OpF'
0.61323
OF
F'• 0Rt0P•''
S........
10NAt-0
0"/
ORIGINAL SIGNATURE REQUIRED
PBC CONSTRUCTION
DATE, 5/10/18 1 SHEET 13
Qt'
12
EC -103 EC -101 EC -102 EC -100
GIRT 1'= aLi
i
r- ai1LAPS - ap' - 3/4
GENERAL NOTES:
1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS
EEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER—PANEL BRACING IS
SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE
PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE. THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
ENDWALL FRAMING: FRAME LINE 5
REV
J FINAL ERECTION
X] FOR CONSTRUCTION
FOR APPROVAL
OTHER, EXPLAIN
ER-100/ER-100 I 8 A325T 5%8:
FRAME LINE 5
D ID I JES I MARK LENGTH OFFSET
1 t.,
12
VULCAN STEEL STRUCTURES, INC
PROJECT I GORDEN STREET VAREH&U-BLDG B
PROJECT SANFORD FL 32771
ADDRESS
w - iv
EC -101
rroAIV
W8X10
iJ-J J/ 10
16'-2 3/16:
EC -10 W8X10 16'-2 3/16"
EC -10 W8X10 15'-3 5/16"
ER—10 W8X10 31'-4 1/16
G-10 8X25C16 19'-3 1/2
G-101 8X25Z16 21'-1 1/2"
G-10 8X25C14 24'-11 1 2"
G-10 8X25Z16 27'-3 1Y'
G-10 8X25Z16 21'-1 1/2*
CONNECTION PLATES
FRAME LINE 5
OLD MARK PART
1
MARK/
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL. GA 31620
61323 't
a STATE OF
0R10P->k,Q;
ORIGINAL SIGNATURE RI
CONSTRUCTION
T 14
ll
m
4
q
Ia
I
OPEN FOR MASONRY BY OTHERS
I
L----------------------------------------------------------------- j
ENDWALL SHEETING & TRIM: FRAME LINE 5
PANELS: 26 Go. POR - Light Slone
GENERAL NOTES:
IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS
EEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER -PANEL BRACING IS
SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE
PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL REVISELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES
REV. IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
FINAL ERECTION
X] FOR CONSTRUCTION
FOR APPROVAL
OTHER, EXPLAIN
i t-1 r%
2 DTR
o —J
20'-3"
Imz7
3 DTR 5'-3"
4 RVRT 20'-3" TM11
5 RVRT 12'-11", TM11
A AVPFI 1'—d" TkAA0
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL. GA 31620
j hNO.61323 1'
STATE OF
A41...
SIGNATURE REQUIRED
VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION
PROJECT GORXW STREET VAREImIISE-BLDG B ENDVALL FRAMING
ID 25388-2R1 DESIGN, ZJM I DRAFT- RDP I CHECK, ZJM
PROJECT SANFORD FL 32771 DATE, 5/10/18 ISHEET 15
ADDRESS
CITY OF MAY 15 2018
kNFORD Building &Fire Prevention Division
PERMIT APPLICATION
FIRE DEPARTMENT
Application No: 101 Z /
oG
Documented Construction Value: $ -
Job Address: 7
30 Historic District: Yes No®
Parcel ID: Residential Commercial
Type of Work: Ne Addition Alteration Repair Demo Change of Use Move
Description of Work: _Fe mlP{a Q-•(/ 001'
Plan Review Contact Person: Title:
Phone: Fax: Email:
An
Property Owner Information .
Name e Gid le o rl Phone: 3Z 3 6 3-W 651 g
Street: S Z U Q C)DL do'ol Resident of property? : X/C)
City, State Zip:- P=-4
Contractor Information
Name }Cf r i 7 s?.CU -- Phone: Z C C - 44W
Street: -% S 1z le4-71 /— Fax:
City, State Zip: d, -7A Z State License No.: EIZ /.I6 /'S'ZSS .
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permicto do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
s-- 1 s- IT
Sign of Contractor/Agent Date
Prm o tractor/Agent's Name
L -C t,
Signature of Notary -State of Florida Date
ANNETTE M BLAND
1. - : Notary public - State of Florida
Commissior # GG 170900
AlvComm. Expires Jan 16. 2022
Contra""` men n to Me or
Produced ID Type o
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes[] No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised. January 1, 2019 Permit Application
Revision AMY
Response to Comments ` / &,, 0 2818
City of Sanford
Building & Eire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # O /0? / / Submittal Date 5 131 iU
Project Address: 430 61 of-60'r."Lj . is12b: ,
Contact: CAS r I 0kn `T
Ph: [y] 1—% +- `D 4 Fax: -S V — 05 7 YZ 4 Z—
v
Email: a von.
J-_
Trades encompassed in revision: General description of revision:
Building
Plumbing
Electrical.\Q,
Mechanical
Life Safety
Waste Water
ROUTING INFORMATION
ApprovalsDepartment
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building
ROUTING INFORMATION
Approvals
Revision O City of Sanford
Response to Commen , APR 1 Building & Fire Prevention Division8203Ph: 407.688.515.0 Fax: 407.688.5152
r 2 Email: building@sanfordfl.gov
ill
Permit #
I
Submittal Date
Project Address: —1 .JCS v\ Irk{ 6,y\- J—
Contact:
Ph:
Email:
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Fax:
General description of revision:
ROUTING INFORMATION
ApprovalsDepartment
Utilities
Waste Water
Planning
Engineering
Fire Prevention
11 Building
Fax:
General description of revision:
ROUTING INFORMATION
Approvals
Revision City of Sanford
Response to Comments Building & Fire Prevention Division
A i? 0 U Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # 1 I vl I Submittal Date
Project Address:
Contact:'
Ph,40 7 Fax: 4D7 oc o 7 /
1 m
Email: t'eat'1 1 X117 Q Gey
1
Trades encompassed in revision: General description of revision:
YD
Building 4G + Lra)
Plumbing
XElectrical
Mechanical
Life Safety
Waste Water
Department
L v- vf2. f,mJJ
ROUTING INFORMATION
Approvals
Utilities
Waste Water
Planning
Engineering
7°
o .l
Fire Prevention c .
co
0 Building
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
Date: April 5, 2018 Project: New Building
Contact Person: Shanze Lee Job Address: 430 Gordon Street
Contact Phone Number: Application Number: 18-1211
Contact E-mail: leecrestoffice@gmail.com Contact Fax Number:
ARCHITECTURAL
c 5"4 4 M , C u
1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of
Acceptance for all exterior doors, storefronts, windows and roofing systems.
Submit two sets of truss engineering.
Submit two sets of manufactures shop drawings for metal building.
STRUCTURAL
1. See above.
MECHANICAL
1. No comment.
PLUMBING - 1. No comment
1. No comment
ELECTRICAL
1. Sheet Mech, 5 of 5. Electrical Riser. Detail A. 4/0 Al not rated for 200 amps. No Building steel bond.
2. Sheet Mech, 5 of 5. Electrical Riser. Detail D. Number and size of conductors not identified.
3. Sheet Mech, 5 of 5. Electrical Riser. Detail F. Grounding electrode conductor not sized for paralleled
500 mcm conductors.
4. Sheet Mech, Panel load calculation 157 amps appears not as for three phase formula, I = KVA divided
by E x 1.73. Advise.
5. Sheet Mech. Panel Legend, indicate 3 phase loads for HVAC air handler and condensing unit but only
two circuits indicated on legend.
6. Submit two sets of revised plans addressing all above comments.
Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152.
You may also contact me by e-mail at joy.deen@sanfordfl.gov.
Respectfully,
Joy Deen, Plans Examiner
T:r•Ji.
CITc
Y OF 11W7"'
SXNF
FIRE DEPARThiENT
Jv
v
MAR - 6 2018
Building & Fire Prevention Division
PERMIT APPLICATION
D 3 A plication No:
IVARze (16^044t77'
9 - /C' / /
Documented Construction Value: $ 750,000.00. ,l ; MOC)o
Job Address: 40 Gordon St. Sanford FL, 32771 Historic District: Yes No
Parcel ID: 27-19-30-504-0000-0040 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft.
Plan Review Contact Person: Shanze M. Lee Title: MMBR
Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com
Property Owner Information D
Name Red Lion Properties LLC
Street: 322 Gordon St.
City, State Zip: Sanford, FL 32771
Phone: (407) 421-045
Resident of property? : No
Contractor Information
Name Red Lion Properties LLC Phone: (407) 421-0450
Street: 322 Gordon St.
City, State Zip: Sanford, FL 32771
Name: RC Engineering, LLC.
Fax:
State License No.: CBC 1259796
Architect/Engineer Information
Street: 2381 Crest Ridge Court
City, St, Zip: Sanford, FL 32771
Bonding Company:
Address:
Phone: (407) 262-9176
Fax: (407) 262-9170
E-mail: Jackreynolds@embargmail.com
Mortgage Lender: Fidelity Bank of Florida
Address: 901 East Highway 434
Longwood, FL 32750
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be one in compliance with all applicable laws regulating construction and zoning.
Signa r f weer/Agent Date Signature of Contractor/ gent Date
5tA A IM .
Print Owncr/Agent's Namc
eP •v* Notary Public State of Florida
Denidt Cheme
r_ My Commission GG 068794
dP Expires02MI12021
ge i c4 1 es4ci cd cI
Print Contractor/Agent's amc
Signature
1P.
Ok Notary Public State of Florida
y/. Denit* Chemo
My Commission GG 068794
Expires 02/01/2021
l47
Owner/Agent is I/ Personally Known to Me or Contractor/Agent is — Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
Revised: January I, 2018 Pennit Application
S.XRFO
FIRE DEPARTMENT
Q v
MAR - s zma
3
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: 9-iC;'<<
Documented Construction Value: $ 750,000.00;) ; 32- avo
Job Address: 40 Gordon St. Sanford FL, 32771 Historic District: Yes No
Parcel TD: 27-19-30-504-0000-0040 Residential Commercial
Type of Work: New Addition Alteration[] Repair Demon Change of Use Move
Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft.
Plan Review Contact Person: Shanze M. Lee
Phone: (407) 421-0450 Fax:
Name Red Lion Properties LLC
Street: 322 Gordon St.
Title: MMBR
Email: Leecrestoffice@gmail.com
Property Owner Information
City, State Zip: Sanford, FL 32771
Name Red Lion Properties LLC
Street: 322 Gordon St.
Phone: (407) 421-0450
Resident of property? : No
Contractor Information
Phone: (407) 421-0450
Fax:
City, State Zip: Sanford, FL 32771 State License No.: CBC1259796
Architect/Engineer Information
Name: RC Engineering, LLC. Phone: (407) 262-9176
Street: 2381 Crest Ridge Court Fax: (407) 262-9170
City, St, Zip: Sanford, FL 32771 E-mail: Jackreynolds@embargmail.com
Bonding Company:
Address:
Mortgage Lender: Fidelity Bank of Florida
Address: 901 East Highway 434
Longwood, FL 32750
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6r" Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies. _
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be one in compliance with all applicable laws regulating construction and zoning.
Signa r f caner/Agent Date Signature of Contractor/ gent Date
45R A NZL` M
Print Owner/Agent's Name
Signature
t,trr u Notary Public State of Florida
Derrick Cheme
My Commission GG 068794
oi w Expires 02!0112021 _
geici oeg;4c1, J
Print Contractor/Agent's amc
Signature
row
f'!i* Notary Public State of Florida
Derrick Cheme
y My Commission GG 068794
orn Expires02/o1/2021
Owner/Agent is V Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas F] Roof
Construction Type: Occupancy Use: Flood Zone: _X
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING: NIC 3") -NB
COMMENTS:
of Heads
UTILITIES:
ENGINEERING: Y"' (- FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: January I, 2018 Permit Application
CITY OF
SANFORD MARBuilding &
Fire Prevention Division
6 X018 PERMIT APPLICATION
FIRE DEPARTMENT
Application No:
Documented Construction Value: $ 750,000.00—',l
Job Address: Gordon St. Sanford FL, 32771 Historic District: Yes No
Parcel ID: 27-19-30-504-0000-0040 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. regorannn ED
Plan Review Contact Person: Shanze M. Lee Title: MMBR
Phone: (407) 421-0450 Fax: Email: Leecrestofrlce@gmaii.com
Property Owner Information
Name Red Lion Properties LLC Phone: (407) 421-0450
Street: 322 Gordon St. Resident of property? : No
City, State Zip: Sanford, FL 32771
Contractor Information
Name Red Lion Properties LLC Phone: (407) 421-0450
Street: 322 Gordon St. Fax:
City, State Zip: Sanford, FL 32771 State License No.: CBC1259796
Architect/Engineer Information
Name: RC Engineering, LLC. Phone: (407) 262-9176
Street.. 2381 Crest Ridge Court Fax: (407) 262-9170
City, St, Zip: Sanford, FL 32771 E-mail: Jackreynolds@embargmail.com
Bonding Company:
Address:
Mortgage Lender: Fidelity Bank of Florida
Address: 901 East Highway 434
Longwood, FL 32750
WARNING TO OWNER: YOUR FAILURE TO,RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code
Revised: January I, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be one in compliance with all applicable laws regulating construction and zoning.
Signa f Uwner/AgenF Date Signature of Contractor/ gent Date
Print Owner/Agent's Name
Jra v Notary Public State of Florida
Derrick Cheme
r 4 ti My Commission GG 066794
Explres 02/01/2021
ge ci olr's4c,, J
Print Contractor/Agent's ame
Signature
Notary Public State of Florida
Derrick Cheyne
y My Commisslon GG 068794
Expims02MV2021
Owner/Agent is V Personally Known to Me or Contractor/Agent is ' Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
COMMENTS:
UTILITIES: WASTEWATER: W'Th4 `v
ENGINEERING: FIRE: BUILDING:
Revised: January I, 2018 Permit Application
Building & Fire Prevention DivisionSXRFORDMAR - 6 2018 PERMIT APPLICATION
FIRE DEPARTMENT - .
Application No:
Documented Constftrction Value: $ 160,000-007"' ; 3%S
Job Address: 40 Gordon St. Sanford FL, 32771 Historic District: YesDNoD
Parcel ID: 27-19-30-504-0000-0040 Residential Commercial
Type of Work: NewD AdditionD Alteration Repair Demo[] Change of Use[]Move
Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft.
Plan Review Contact Person: Shanze M. Lee Title: MMBR
Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com
Property Owner Information
Name Red Lion Properties LLC
Street: 322 Gordon St.
City, State Zip: Sanford, FL 32771
Name Red Lion Properties LLC
Phone: (407) 421-0450
Resident of property? : No
Contractor Information
Phone: (407) 421-0450
Street: 322 Gordon St. Fax:
City, State Zip: Sanford, FL 32771 State License No.: CBC1259796
Architect/Engineer Information
Name: RC Engineering, LLC. Phone: (407) 262-9176
Street: 2381 Crest Ridge Court Fax: (407) 262-9170
City, St, Zip: Sanford, FL 32771 E-mail. Jackreynolds@embargmail.com
Bonding Company: Mortgage Lender: Fidelity Bank of Florida
Address: Address: 901 East Highway 434
Longwood, FL 32750
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611, Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be one in compliance with all applicable laws regulating construction and zoning.
Signe f Owner/Agent Date Signature of Contractor/ gent Date
51A A N? --0 M . 1kk- . AAA &L,
Print Owncr/Agent's Name
rx+v$ Notary Public State of Florida
Derrick Cheme
r My Commission GG 068794
Expires 02MV2021
ge cl Oes4y c J
Print Contractor/Agent's omc
Signature
o.jO'vi, Notary Public State of Florida
Derrick Cheme
y My Commisslon GG 068794
dor n Expires 0210112021
7
Owner/Agent is V Personally Known to Me or Contractor/Agent is — Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER: 46 ?X/8'
BUILDING: S- gE':.P
Revised: January I, 2018 Pennit Application
CITY OF
Sk 4FORD MAR - 6 2.018
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: 9 - /C- / /
Documented Construction Value: $ 750,000.007-d ; d 375doo
Job Address: oW Gordon St. Sanford FL, 32771 Historic District: YesF]Nom
Parcel TD: 27-19-30-504-0000-0040 Residential Commercial
Type of Work: NewR Addition Alteration Repair Demo Change of Use Move
Description of Work: Construct 2 buildings totaling approximately 12,000 Sq. Ft.
Plan Review Contact Person: Shanze M. Lee Title: MMBR
Phone: (407) 421-0450 Fax: Email: Leecrestoffice@gmail.com
Property Owner Information
Name Red Lion Properties LLC Phone: (407) 421-0450
Street: 322 Gordon St. Resident of property? : NO
City, State Zip: Sanford, FL 32771
Contractor Information
Name Red Lion Properties LLC Phone: (407) 421-0450
Street: 322 Gordon St. Fax:
City, State Zip: Sanford, FL 32771 State License No.: CBC1259796
Architect/Engineer Information
Name: RC Engineering, LLC. Phone: (407) 262-9176
Street: 2381 Crest Ridge Court Fax: (407) 262-9170
City, St, Zip: Sanford, FL 32771 E-mail: Jackreynolds@embargmail.com
Bonding Company: Mortgage Lender: Fidelity Bank of Florida
Address: Address: 901 East Highway 434
Longwood, FL 32750
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code
Revised: January 1, 2018 Pe\..nit Application $ I
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
beLonen compliance with all applicable laws regulating construction and zoning.
z3•&-t0 3-6•
Si na f Owner/Agent Date Signature of Contractor/ gent Date
5w z
Print Owncr/Agent's Name
Signature
ge N,
L4 . oe,;4c, c, J
Print Contractor/Agent's amc
Signature
7
r ry Dertick
Chemet of Florida
L Der
iirydPChemeta
a Florida
cti My Commission GG 066794 My Commission GG 069794
Expires 02/01/2021 Explros 02/012021
L.N+
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
COMMENTS:
UTILITIES:
ENGINEERING: FIRE:
I
WATER:
BUILDING:
Revised: January I, 2018 Permit Application
CIN OF SANFORD BUILDING AND FIRE PREVENTION DIVISION
FIRE PLAN REVIEW SERVICE FEES
DATE:
t I klPLick
NUMBER:
BUSINESS/PROJECT NAME:
clx ADDRESS: glao
CONTACT NAME: Q Q_ PHONE:
PHONE: 407.688.5052
ID,
PLAN REVIEW INFORMATION
INSTRUCTION [)C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK
TOTAL FEES:
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100003
BUILDING APPLICATION #: 18-10000359
BUILDING PERMIT NUMBER: 18-10000359
DATE: April 10, 2018
8- 1d_1(
937 S_ 0o
UNIT ADDRESS: GORDON ST 400 27-19.30-504-0000-0040
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: RED LION PROPERTIES
ADDRESS: 320 GORDON ST STE 105 SANFORD FL 32771
LAND USE: WAREHOUSE W/ OFFICE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 400 GORDON
1STREET /
WHSE B / OFFICE
EXCEEDINGFEEBENEFITRATEUNITCALCUNITTOTALDUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
War ehousingg* ZE"NORS 358.00
ROADS - C0 CO -WIDE ORD
Warehousingg* 00
ROADS -ARTERIALS CO -WIDE ORD
Office < 100K Square Feet 1,545.00
ROADS -COLLECTORS CO -WIDE ORD
Square Feet 00
FIREfRESCUEl00K
LIBRARY N/A
SCHOOLS N/A
PARKS N/A
LAW ENFORCE N/A
DRAINAGE N/A
6.073 1000gsft
6.073 1000gsft
557 1000gsft
557 1000gsft
AMOUNT DUE
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
2,174.13
00
860.56
00
00
00
00
00
00
00
3,034.69
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPAN6Y OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
INSPECTION SEQUENCE
BP# 18-1211
ADDRESS: 430 Gordon Street
BUILDING PERMIT
Min Max Inspection Description
10Footer / Setback
10Stemwall
10 Slab / Mono Slab
20 Lintel / Tie Beam / Fill / Down Cell
20Sheathing — Walls
Sheathing — Roof
Roof Dry In
30 Frame
40 Insulation Rough
Firewall Screw Pattern
50 Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof Com'1)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
1000 Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
REVISED: June 2014
ELECTRICAL PERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
20 Electric Rough
Pre -Power Final
Temporary Pole
1000 Electric Final
Min Max Inspection Description
Rough Plumb
10 Plumbing Underground
20 Plumbing 2"d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
1000 Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
10 Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
1000 Mechanical Final
1
YU NU MMMM OO
SEM 1
ACCREDITED w k:: R-.-.
3
AC472 STEEL STRUCTURES, INC. B MA
LETTER OF CERTIFICATION
VULCAN STEEL STRUCTURES, INC DATE: 4/ 9/18
Job Number 25388-2 DESIGNED BY: ZJM
Customer Name: PBC CONSTRUCTION DETAILED BY: RDP
Job Location: SANFORD FL 32771 CHECKED BY: ZJM
DESIGN PARAMETERS
W A L K D 0 0 R S
ROOF PANEL:
COMMENTS
BUILDING DESCRIPTION:
TYPE COLOR
26 GA.
NOMINAL WIDTH: 65 feet
6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED
NOMINAL LENGTH: 102 feet
26 GA.
EAVE HEIGHT, BACK S.W: 16 feet
6-3/4" THROAT
EAVE HEIGHT, FRONT S.W: 16 feet
RIDGE VENT WITH 9' THROAT
ROOF SLOPE, LEFT: 1.0:12
L O U V E R S
PBR
ROOF SLOPE, RIGHT: 1.0:12
FL12256.1
ADJUST. GLASS
DESIGN LOADS
BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2017) - BUILDING
FRAME SELF WEIGHT: INCLUDED SNOW :
ROOF DEAD LOAD: 2.000 psf FLAT ROOF SNOW LOAD Pf 0 psf
COLLATERAL LOAD: 3 psf GROUND SNOW LOAD Pg 0.00 psf
ROOF LIVE LOAD: 20.00 psf SNOW LOAD IMP. FACTOR 1.00
FRAME LIVE LOAD: 12 psf THERMAL FACTOR Ct : 1.00
SNOW LOAD, ROOF: 0 psf SNOW EXP. FACTOR Ce 1.00
WIND SPEED: (3 SEC GUST) 140 mph (Vult)
108.44 mph (Vosd)
INTERNAL PRESSURE COEFF. 0.18/-0.18
PERMIT# /d- 1,2WINDEXPOSURE: B
CLOSURE "C, 0, P" Closed
RISK CATEGORY : II - Normal
SEISMIC PARAMETERS
SEISMIC -FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE
OFFICESITECLASS (ASSUMED) D
SEISMIC IMPORTANCE: 1.00
SEISMIC DESIGN CATEGORY: A
DESIGNED SPECTRAL ACCELERATION PARAMETER "SDS" - (SHORT PERIODS): 0.09
DESIGNED SPECTRAL ACCELERATION PARAMETER "SD1" - (1 SEC PERIODS): 0.06
MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" - (SHORT PERIODS): 0.08
MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" - (1 SEC PERIOD): 0.04
SEISMIC RESPONSE MODIFICATION COEFFICIENT: "R" - 3.5
SEISMIC RESPONSE COEFFICIENT: "Cs" - 0.029
TOTAL LONGITUDINAL BASE SHEAR 1.48
TOTAL TRANSVERSE BASE SHEAR 1.49
DRAWING RELEASE HISTORY I DRAWING REVISIONS
DATE SENTI REASON FOR RELEASE I REVISIONJ DATE I BY I DESCRIPTION
B
D
COVERING AND TRIM COLOR TABLE
SHEETING
W A L K D 0 0 R S
ROOF PANEL:
3070/4070 IMPACT RATED
GAUGEPANEL TYPE COLOR
26 GA. PBR PANEL Galvalume
WALL PANEL:
6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED
GAUGE PANEL TYPE COLOR
26 GA. PBR PANEL Light Stone
WALL TRIM COLOR:
6-3/4" THROAT
Charcoal Gray
FL 12805.5
GABLE TRIM COLOR:
RIDGE VENT WITH 9' THROAT
Charcoal Gray
FL5346.1
FLORIDA PRODUCT APPROVAL NUMBERS
R 0 0 F P A N E L S
W A L K D 0 0 R S
P A N E L S
3070/4070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.1
3070/4070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL17900.2
6070/8070 IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FLIB463 2
6070/8070 NON -IMPACT RATED WIND RATED & KNOCKDOWN OR PRE -ASSEMBLED FL18463.1
PBR SKYLIGHT
R I D G E V E N T S
SUPERLOK
12" THROAT RIDGE VENT WITH 12" THROAT FL12805.2
6-3/4" THROAT RIDGE VENT WITH 6-3/4" THROAT FL 12805.5
9" THROAT RIDGE VENT WITH 9' THROAT FL12805.1
FL5346.1
L O U V E R S
PBR
FIXED GLASS ILOUVER WITH FLIXED GLASS FL12256.1
ADJUST. GLASS ILOUVER WITH ADJUSTABLE GLASS FL12256.2
R 0 L L U P D 0 0 R S
1100 SERIES MAX SIZE: 8'-8" X 14'-0" FL12765.1
1100 SERIES MAX SIZE: 10'-0" X 14'-0" FL12765.2
3100 SERIES MAX SIZE: 12'-0" X 20'-0" FL12765.3
3100 SERIES MAX SIZE: 20'-0" X 20'-0" FL12765.4
750 SERIES MAX SIZE- 3'-0" X 12'-0" FL12675.5
750 SERIES MAX SIZE: 6'-0" X 12'-0" FL12765.6
750 SERIES MAX SIZE: 8'-8" X 12'-0" FL12765.7
750 SERIES IMAX SIZE: 10'-0" X 12'-0" FL12765.8
R 0 0 F P A N E L S S 0 F F I T P A N E L S
BATTENLOK I FL11819.1 ARTISAN L-12 FL71919.1
DOUBLE-LOK FL11819.2 S K Y L I G H T S
LOKSEAM FL11819.3
PBR SKYLIGHT FL1379
SUPERLOK FL1181g
43
WALL L I T E SULTRA-DEK FL11819.5
7.2 PANEL FL15159.1 PBR FL13787.1
PBR PANEL FL5346.1
PBR
PBU PANEL FL11868.2
W A L L P A N E L S
AVP PANEL FL11917.3
FW -120 PANEL FL11917.4
PBR PANEL FL5335.I
REVERSE PBR FL5335.1
SHADOWRIB PANEL FL 11917.6
MIAMI DADE PRODUCT APPROVAL NUMBERS
R 0 L L U P D 0 0 R S
850 SERIES MINI MAX SIZE: 8'-8" X 12'-0" NOA-13-1203.05
3400 SERIES MAX SIZE: 12'-0" X 20'-0" NOA-13-0124.05
R 0 0 F P A N E L S
PBR 22 GAGE & 24 GAGE NOA-15-0730.02
SUPERLOK 22 GAGE NOA-12-0911.02
SUPERLOK 24 GAGE NOA-12-0123.07
DOUBLE-LOK NOA-13-0425.14
W A L L P A N E L S
PBR 124 GAGE NOA-12-0123.06
ECO-FICIENT I NOA-14-0306.03
SKYLIGHT S
PBR NOA-12-0110.04
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSRE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR OUAUFY AS
THE PROJECT DESIGNER.
FLORIDA P.E.J 61323
500 VULCAN PARKWAY
s
t
x+0.61323
STATE OF
ANAL_ E%
ORIGINAL SIGNATURE REOUIRED
1. MATERIALS
STRUCTURAL STEEL PLATE
COLD FORMED LIGHT GAGE
BRACE CABLES
HOT ROLLED MILL SHAPES
ROOF AND WALL SHEETS
BOLTS
ASTM DESIGNATION
A529 OR A572
SHAPES A1011
A475 EHS
ASTM A992
A653 OR A792
A307, A325T, AND A490
GRADE 50 or GRADE 55
GRADE 55
GRADE 50
GRADE 50 or GRADE 80
A307 UNLESS NOTED
GENERAL NOTES
STRUCTURAL PRIMER
SHOP PRIMER PAINT IS A MINIMAL NON—UNIFORM THICKNESS COATING OF A RUST INHIBITIVE RED—OXIDE COLOR PRIMER
SATISFYING THE REQUIREMENTS OF TT—P-664. THIS PRIMER IS NOT TO BE CONSIDERED A FINISH COAT AND IS NOT INTENDED
FOR LONG TERM EXPOSURE TO THE ELEMENTS. THIS PRIMER IS NOT WARRANTED OR REPRESENTED AS BEING COMPATIBLE
WITH ANY TYPE OF FINISH PAINT SYSTEM. THE PRIMER COAT APPLIED AT THE FACTORY IS SUBJECT TO BLEMISHES, SCUFFS,
SCRATCHES AND THE LIKE DURING SHIPPING AND DURING HANDLING AS PART OF THE ERECTION PROCESS. IT IS THE
RESPONSIBILITY OF THE ERECTOR TO TOUCH UP ANY SUCH UNDESIRABLE CONDITIONS DURING OR AFTER THE ERECTION
PROCESS. OBJECTIONS TO PRIMER APPEARANCE SHALL NOT BE SUBJECT TO REJECTION OR BE CONSIDERED A CAUSE FOR
REJECTION.
3. A325 BOLT TIGHTENING REQUIREMENTS
ALL HIGH STRENGTH BOLTS ARE A325T UNLESS SPECIFICALLY NOTED OTHERWISE.
STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE 14th
EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325T OR A490 BOLTS". PER SECTION 8.1, (SPEC. 16.2)
A325T BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN—OF—THE NUT METHOD.
ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE
INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE
ERECTOR TO ASSURE PROPER TIGHTNESS.
4. BUILDER/CONTRACTOR RESPONSIBILITIES
THE METAL BUILDING MANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN
THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUFACTURER'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND
TOLERANCES WILL GOVERN THE WORK.
IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUFACTURER STRUCTURAL PLANS AND PLANS FOR OTHER TRADES.
THE METAL BUILDING MANUFACTURER'S PLANS SHALL GOVERN.
IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY
PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED.
APPROVAL OF METAL BUILDING MANUFACTURER'S DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE
METAL BUILDING MANUFACTURER'S INTERPRETATION OF THE CONTRACT PURCHASE ORDER
ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED MANUFACTURER'S APPROVAL PACKAGE, CHANGES FROM
THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL,
ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION
AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE
FABRIATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUFACTURER'S DESIGN AND DETAILING APPROACH COMPLIES
WITH THE PURCHASE ORDER.
THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE
AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUFACTURER ARE TO BE CONSIDERED AND
COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS
INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANUFACTURER'S
ASSUMPTIONS WILL GOVERN.
THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS
COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED
ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUFACTURER DOES NOT IMPLY OR CONSTITUTE AN
AGREEMENT THAT THE BUILDING MANUFACTURER OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN
PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE
STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUFACTURER IN COMPLIANCE WITH ALL REQUIREMENTS OF THE
PURCHASE ORDER.
THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING
COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUFACTURER'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY
SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO
DETERMINE, FURNISH, AND INSTALL.
THE METAL BUILDING MANUFACTURER DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED
OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS
NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL.
AS TAKEN FROM THE FOURTEENTH EDITION OF THE AISC MANUAL PAGE 16.3-56 PARAGRAPH 7.14 — READS AS FOLLOWS
THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDING, WELDING OR CUTTING,
AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS."
RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS THE DEFAULT WIND EXPOSURE. IT IS
RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPOSURE "B" IS APPLICABLE
BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE TO LOCAL BUILDING/CODE OFFICIALS
OR AUTHORITIES HAVING JURISDICTION. IT IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES
OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER
TO INCLUDE:
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF
WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING
PROJECT.
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE
DEFINITION OF WIDTH, LENGTH, HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS
AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY.
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING
DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF
IMPORTANCE FACTORS, DEFINITION OF ALL LOADS REQUIRED FOR THE DESIGN OF THE
STRUCTURE INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND
EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA—
BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENGINEER ARE
RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION.
A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE
DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES
AND FINISHES
SPECIAL NOTES -
BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL
WALL COVERING, ROOF SHEETS, AND PERMANENT
BRACING IS INSTALLED. BUILDER / CONTRACTOR IS
RESPONSIBLE FOR SUPPORTS OR TTEMPORARY BRACING
DURING ERECTION, HE SHALL FURNISH, AND INSTALL
THESE TEMPORARY SUPPORTS WHERE NECESSARY.
TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE
METAL BUILDING MANUFACTURER.
OUTSIDE VENDOR ACCESSORY NOTE:
BUYER SHALL BE RESPONSIBLE TO COORDINATE,
ASSURE AND VERIFY THAT THE STRUCTURE AND
CLEARANCES AS PROVIDED BY BUILDING MANUFACTURER
ARE COMPATIBLE WITH THE DOOR PROVIDED BY OTHERS.
FTER
IM VARIES)
STANDARD TRIM LAP DETAIL
NOTE: ALL TRIM CONTAINED ON THIS PROJECT
WILL HAVE OUR STANDARD 3" LAP AS SHOWN
ABOVE. (TRIM STYLE VARIES)
THE PROJECT DESIGNER IS NOT THE METAL
BUILDING MANUFACTURER, THE METAL BUILDING
DESIGNER OR THE METAL BUILDING ENGINEER.
THE ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS IS A SPECIALTY
ENGINEER AND NOT THE PROJECT DESIGNER
OR THE PROJECT ENGINEER OF RECORD. THE
ENGINEER WHOSE SEAL APPEARS ON THE
METAL BUILDING PLANS DOES NOT HAVE
FAMILIARITY WITH THE PHYSICAL JOBSITE
LOCATION AND THEREFORE CANNOT BE
IDENTIFIED AS, SERVE AS OR QUALIFY AS
THE PROJECT DESIGNER.
WALTER E. WOOD P.E.
FLORIDA P.E.0 61323
500 VULCAN PARKWAY
ANlifli+ana)¢/0
R..E
SP' • - Nsc '•• .011
0.61323 =
STATE OF
litait Iiiat'ltt
ORIGINAL SIGNA LIRE REOUIRED
Dio=
L J
61
DETAIL A
2L
c
8" ..
a
V) " I O O
O O ]
6-
e 1 .,•• I ... 1
W
DETAIL B
Dia= 3/4"
8"
I
4
I— 3
See Plan
DETAIL C
Dia= 3/4"
I-
0 4
II'II_
3
f#. 8
DETAIL D
Dia= 5/8"
I I
r
8 i 00 4..
L 2
sw
See Plan
DETAIL E
SEE PLAN
OUT TO OUT CONCRETE
SEE PLAN
OUT TO OUT STEEL
w
PROJECTION
CONCRETE EDGE AND ANCHOR BOLT PROJECTION
FOL.
L
C
ANCHOR BOLTS NOTES
MANUFACTURER RECOMMENDS USE OF STRAIGHT ROD ANCHOR BOLTS
WITH NUT AND WASHER ON BOTH ENDS AS OPPOSED TO J -BOLTS
OR ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE
RESULTS IN CONCRETE FOUNDATIONS THE TYPE OF BOLT USED FOR
THE PROJECT SHALL BE DETERMINED BY THE FOUNDATION ENGINEER
WITH THE BOLT STRENGTH MEETING OR EXCEEDING THAT OF AN
ASTM F1554 GRADE 36 (MIN.) BOLT.
ANCHOR BOLTS ANCHOR BOLT SUMMARY
HEX NUT
V FIAT WASHER ' SEE BUILDING PLANS
FOR PROJECTION
CONCRETE UNE
Dio PrPro*
Oty Locote (in) Type (in)
BASE CHANNEL
O 8 JomD 5/8• F1554 3.00
4
15-aAE
O 24 Endwoll 5/8" F1554 3.00
TOTAL LENGTH DETERMINED
32 Frame 3/4' (1554 3.00
HEX NUT
BY FOUNDATION ENGINEER ••
w/FLAT WASHER c
C E W
t
I
0
INSIDE CLOSURE (OPTIONAL)
10
WALL PANEL BASE CHANNEL FINISHED FLOOR
4
15-aAE IE lW
JAMB DEPTH
12 x 1-1/4' SDS
I
C E W
I
I
A.F.F.5 MASONRY
A -A'
1-3/,t F.O.VIDTH -3/4'
BY OTHERS
1 I
C0
E I
0
O J O
c
o 0
I`
9
x°
o
I
G
I
122AA° aTs a°i
00 I
Wind -Bent
ANCHOR BOLT PLAN
NOTE: NI Bose Plotes O 100•-0' (U.N.)
11 * = 1-3/4" 11
E I FINAL ERECTION
EX] FOR CONSTRUCTION
E I FOR APPROVAL'
E I OTHER, EXPLAIN
G
fl
31
QD WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
110 1jj1, u u M"M I n n u"M"
Oa11
No. 61323
4 STATE OF
OR 111D
ORIGINAL SIGNATURE REQUIRED
VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION
PROJECT G1IRDON STREET VAROQX-BLDG D ANCHOR BOLT PLAN 6 DETAILS
ID 25388-2 DESIGN- ZJM I DRAFT, RDP I CHECK, JDH
PROJECT ISANFORD FL 32771 DATE- 4/ 9/18 ISHEET I OF 15
INSIDE CLOSURE (OPTIONAL) SLAB BEYDN ,••
V
WALL PANEL BASE CHANNEL FINISHED FLOOR
8'x 2-1/2' JAMB DEPTH
12 x 1-1/4' SDS
V/VASHER
Cb PER PANEL)
SECTIONA.F.F.5 MASONRY
A -A'
1-3/,t F.O.VIDTH -3/4'
BY OTHERS
q_q• wCL110
O J O
EDGE OF CONCRETE
o 0
ANCHOR BOLT PLAN
NOTE: NI Bose Plotes O 100•-0' (U.N.)
11 * = 1-3/4" 11
E I FINAL ERECTION
EX] FOR CONSTRUCTION
E I FOR APPROVAL'
E I OTHER, EXPLAIN
G
fl
31
QD WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
110 1jj1, u u M"M I n n u"M"
Oa11
No. 61323
4 STATE OF
OR 111D
ORIGINAL SIGNATURE REQUIRED
VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION
PROJECT G1IRDON STREET VAROQX-BLDG D ANCHOR BOLT PLAN 6 DETAILS
ID 25388-2 DESIGN- ZJM I DRAFT, RDP I CHECK, JDH
PROJECT ISANFORD FL 32771 DATE- 4/ 9/18 ISHEET I OF 15
H
4 QD
MALIAN UNE
RIGID FRAME: ANCHOR BOLTS a BASE PLATES
Frm Col Mc. -Bolt Bose -?tote (int Bev.
Une Une Oty Dia Width Length Thick (in)
2• A 4 0 750 8.000 10.00 0 500 00
2• D 4 0.750 8.000 10.00 0.500 00
2• Frame lines: 2 3 4
RIGID FRAME: ANCHOR BOLTS @ BASE PLATES
Frm Col Mc. -Boll Baseplate (in Dev.
Une Une Oty Dio Width Length ick (in)
5 A 4 0.750 8.000 10.00 0.500 0.0
5 D 4 0.750 8.000 1000 0.500 0.0
BUILDING BRACING REACTIONS
Reactions(k ) Panel_Shear
Wall - Got -Wind- -Seismic- (ID/ft)
Loc, Une Une Harz Ven Harz Ven Wind Seis Note
SSW D 4,5 6.4 7.3 0.7 0.9((((D
R_EW 5 (h;
B_SW A Torsional Brocing Used
b Wind bent in bay, base above finish floor
h Rigid frame of endwoll
i) racing in roof to ngid frome
RIGID FRAME: BASIC COLUMN REACTIONS (k )
Frm Col Anc._Bolt
From* Column -----Dead-----Collateral-
Bev.
Une
Live ------ Wind_Leftl-
Una Line Horiz Vert Horiz Ven Horiz Vert Horiz Vert
2• A 1.6 2.5 1.8 2.5 7.1 9.9 15.3 20.8
2• D -1.6 2.5 1.8 2.5 7.1 9.9 9.2 14.3
5 A 0.9 1.6 0.9 1.3 3.8 5.3 12.0 15.4
5 D -0.9 1.6 0.9 1.3 3.8 5.3 5.8 10.4
Frame Column-Wind_Right2- Wind- Wnd_Long2- Seismic-Left
Harz
Une Une Horiz Vert Horiz Ven Horiz Ven Hon-, Ven
2• A -3.4 5.4 15.3 21.3 7.7 13.9 0.3 0.1
2• 0 95 11.9 7.7 13.9 15.3 21.3 0.3 0.1
5 A -3.6 5.6 6.7 14.6 7.3 11.2 0.1 0.0
5 0 9.8 10.7 7.3 11.2 67 14.6 0.1 0.0
2• Frame lines: 2 3 4
6.2 11.0 6.2 11.0 4.7 5.2
ENDWALL COLUMN: ANCHOR BOLTS a BASE PLATES
Frm Col Anc._Bolt Bose -Plate (in) Bev.
Une Une Oly Dio Width Length Thick in)
1 A 4 0.625 6.000 6.000 0.134 0.0
1 B 4 0.625 6.000 8.000 0 500 0.0
1 C 4 0.625 6.000 8.000 0.500 00
1 D 4 0.625 6.000 6.000 0.134 00
5 C 4 0.625 6.000 8.000 0.500 0.0
5 B 4 0.625 6.000 8.000 0.500 0.0
Vlnd Ll/Wind R1 = Lateral wind load from the left/right with a negative Internal pressure coefficient.
Wind L2/Vind_R2 = Lateral wind load From the left/right with a positive Internal pressure coefficient.
Vlnd Lnl = Longitudinal wind load with a negative Internal pressure coefficient.
Vlnd_Ln2 = Longitudinal wind load with a positive Internal pressure coefficient.
Seismic L/Selsmlc R = Lateral Seismic load from left/right.
LVINDY L#E/ LVINDN R11E = Longitudinal wind loads for edge zones.
FNUNB_SL_L/ F#UNB_SL_R = Unbalanced roof snow load with wind from the left/right.
FNPAT_LL # = Pattern live load for continuous bean systems.
Note- Bracing reactions are not already Included In combination with any other load but must be added
to basic reactions as desired by the foundation designer.'
Collat = Collateral Load
Endwall Load Case Definitions
Rafter Vlnd_L/ Rafter Vlnd_R = Lateral wind load from the left/right.
Brace Vlnd_L/ Brace Vlnd_R = Lateral wind load from the left/right with the bracing loads added.
Vlnd P/Vlnd_S = Wind Pressure/Suction due to longitudinal wind.
Vlnd Lnil = Longitudinal wind load on the roof.
Selsmlc_L/Selsmlc_R = Lateral Seismic load from left/right.
ENUNB_SL_L/ E#UNB_SL R = Unbalanced roof snow load with wind from the left/right.
ENPAT LL # = Pattern live load for continuous bean systems.
LVINDq_L/LVINDR_R = Longitudinal wind loads for edge zones.
GENERAL NOTES
1 APPUCKnON OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
REPRESENT THE PROFESSIONAL OF RECORD.
M2.) FOUNDA
BUILD IN1 DESIGNANUFAAND R ONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8• IN BOTH
ELEVATION AND LOCATION.
WTHE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES
THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUAUFIED ENGINEER
TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS.
5) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED)
6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS
ONLY. R IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE
VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS.
7.) WND REACTIONS ARE BASED ON VuIL
FINAL ERECTION
X) FOR CONSTRUCTION
FOR APPROVAL
OTHER, EXPLAIN
VULCAN STEEL STRUCTURES, INC
rmu""' SANFORD FL 32771
ADDRESS
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
tuunnlunnurpr
ok, R E• 1''
011
o. G132
STATE OF
ORIGINAL SIGNATURE
L
ENDWALL COLUMN: BASIC COLUMN REACTIONS (k )
Wind Wind Wind Wind Wind Wind Wind Wind Seis
Wind_Rhtt- Wnd_Lefl2- Fnn Col lead Collat Live Lefl1 Right Lefl2 Right2 Press suet Longl Lon92 Left
Horiz rtVert artzHoriz Vert Une Une Ven Ven Ven Ven Ven Ven Ven Hors Harz Ven Ven Ven
9.29.1
Veil
A 0.3 0.3 1.9 3.7 2.9 3.7 2.9 0.0 0.0 4.5 22 0.0
15.3 20.8 33.4 55..44 1 B 1.1 1.0 6.3 11.0 6.2 11.0 6.2 4.7 5.2 10.2 7.0 0.0
5. 10.4 9..4 1 C 1.1 1.0 6.3 6.2 11.0 6.2 11.0 4.7 5.2 7.0 10.2 0.0
15.4 3.6 5.6 t D 03 0.3 1.9 2.9 3.7 2.9 3.7 0.0 0.0 2.2 4.5 0.0
Seismic -Right Seismic -Long
Hartz0.3 Vert0.1 Horiz0.7 Ven03 Frm Cd
Seis
Right EIPAT_LL-1- E1PAT_LL2- E1PAT_LL-3- E1PAT_LL_4-
0.3 0.1 0.7 0.3 Une Une Vert Harz Ven Harz Vert Hone Vert Han Ven
0.1 0.0 0.0 0.0 1 A 0.0 0.0 2.0 0.0 0.6 0.0 2.4 0.0 0.5
0.1 0.0 0.0 0.0 1 B 0.0 0.0 6.5 0.0 2.3 0.0 2.7 0.0 3.6
1 C 0.0 0.0 2.3 0.0 6.5 0.0 2.7 0.0 3.6
1 D 0.0 0.0
Wind
0.6
Wind
0.0 2.0 0.0 2.4 0.0 0.5
Frm Col lead Press Suct
Une Une Vert Horz Harz
5 C 0.2 4.651
5 B 02 4.6 5.1
GENERAL NOTES
1 APPUCKnON OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT
REPRESENT THE PROFESSIONAL OF RECORD.
M2.) FOUNDA
BUILD IN1 DESIGNANUFAAND R ONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8• IN BOTH
ELEVATION AND LOCATION.
WTHE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES
THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A OUAUFIED ENGINEER
TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS.
5) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED)
6.) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS
ONLY. R IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE
VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS.
7.) WND REACTIONS ARE BASED ON VuIL
FINAL ERECTION
X) FOR CONSTRUCTION
FOR APPROVAL
OTHER, EXPLAIN
VULCAN STEEL STRUCTURES, INC
rmu""' SANFORD FL 32771
ADDRESS
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
tuunnlunnurpr
ok, R E• 1''
011
o. G132
STATE OF
ORIGINAL SIGNATURE
L
SPLICE BOLT TABLE
Oty
Mark Top Bot Int Type Dia Leng
SP -1 4 4 2 A325 0.625 2.25
SP -2 4 4 0 A325 0.625 2.25
FLANGE BRACE TABLE
FRAME LINE 2 3 4
DID SI9ES MARK LENGTH OFFSET
1 1 F847A 3'-11 " 2'-8"
150.1
1 FB46A 3'-10" 2'-8"
3 1 F839.5A S-3 1/2" 2'-8"
vW-M-E-E-
01NOMM
TYP. FLANGE BRACE / GIRT CONNECTION
OfF_S T rL 1/2'x1 1/4'
TYP U.N.) (307 BOLTS
TYP. U.N.)
Io 0
I I
t o o
PURI IN/ \
Gl \ \
A371BOLTS
A SECOND FLANGE
o o
FLANGE BRACE
BRACE IS REQUIRED SEE FRAME CROSS
IF '(2)' IS NOTED It
FLANGE BRACE TABLE. F. COLUMN/RAFTER
SEE FRAME CROSS SECTION 6 BOLTS TOTALFORLOCATIONS.
ADDITIONAL HOLES ARE PRESENT
FOR ALIGNMENT PURPOSES ONLY
RC—R26
Mark
weo ue to weD date uutsiae i-iange
W x Thk x Len th
Rns e rangea
W x Thk x Len thStartEndThickLenth
RF1-1009.5 30.0 0.165 150.1 6 x 1/4" x 181.9 6 x 1/4" x 151.4
30.0/30.0 0.250 34.3 6 x 1/4" x 38.4
RF1-101 30.0/14.0 0.165 83.7 6 x 1/4" x 240.0 6 x 1/4" x 85.2
14.0/14.0 0.135 240.0 6 x 1/4" x 111.2 6 x 1/4" x 240.0 .
14.0/14.0 0.135 30.0 6 x 1/4" x 28.8
RF1-102 14.0/14.0 0.135 30.0 6 x 1/4" x 111.2 6 x 1/4" x 28.8
14.0/14.0 0.135 240.0 6 x 1/4" x 240.0 6 x 1/4" x 240.0
14.0/30.0 0.165 83.7 6 x 1/4" x 85.2
RF1-103 30.0/30.0 0.250 34.3 6 x 1/4" x 38.4^ 6 x 1/4" x 151.4
ICLto
L-6 , /2' %'-7• 2'-6 1 /2J
CLEARANCE
MAIN FRAME ELEVATION: FRAME LINE 2 3 4
GENERAL NOTES:
NOTICE TO ERECTOR----------------------
A)lt is IMPORTANT that for members
exceeding 30 ft. in length that a
spreader bar be used when lifting.
B)ALL flange braces and wind bracing
must be installed prior to exterior
finishes being applied.
FINAL ERECTION
X] FOR CONSTRUCTION
I FOR APPROVAL
I OTHER, EXPLAIN
VULCAN STEEL STRUCTURES, INC
SANFORD FL 32771
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL. GA, J 620
No. 61323
E OF
S10NAL EN
ORIGINAL SIGNATURE REQUIRED
SPLICE BOLT TABLE
Qty
Mark Top Bot Int Type Dia Leng
SP -1 4 4 2 A325 0.625 2.25
SP -2 4 4 0 A325 0.625 2.25
FLANGE BRACE TABLE
FRAME LINE 5
TYP. FLANGE BRACE GIRT CONNECTION
OFFSET fL 1/2'x1 1/4'
TYP U.N.>
OID SID#ES MARK LENGTH OFFSET
1 1 FB45A 3'-9" 2'-8"
0
1 FB39A 3'-3" 2'-8"
Qt'
12
RC -R26
o Q c
cry — =i.
Mark
web Ue thTYP. FLANGE BRACE GIRT CONNECTION
OFFSET fL 1/2'x1 1/4'
TYP U.N.> A307 BOLTS
TYP. U.N.)
10
9.6 28.0
0
I I
x 3 16 x 181.9
10 0 I 0
PUIIN/ \
28.0/28.0
GIR \
IBOLTS
6
A307
0
A SECOND FLANGE
0
FLANGE BRACE
SEE FRAME CROSS
BRACE IS REQUIRED
IF '(2)' IS NOTED IN H
28.0/12.0
FLANGE BRACE TABLE. F. COLUMN/RAFTER
SEE FRAME CROSS SECTION 6 BOLTS TOTALFORLOCATIONS.
ADDITIONAL HOLES ARE PRESENT
FOR ALIGNMENT PURPOSES ONLY
RC -R26
o Q c
cry — =i.
Mark
web Ue th Web F'lote Uutsiae rlange
W x Thk xLen th
Insiae rlange
W x Thk x LengthStartEndThickILenth
RF2-100 9.6 28.0 0.135 152.0 6 x 3 16 x 181.9 6 x 3/16" x 153.1
28.0/28.0 0.188 32.2 6 x 3/16" x 36.3
RF2-101 28.0/12.0 0.135 85.9 6 x 3/16 x 240.0 6 x 3/16" x 87.3
12.0/12.0 0.135 240.0 6 x 3/16" x 113.5 6 x 3/16" x 240.0
12.0/12.0 0.135 30.06 x 3/16„ x 29.0
RF2-102 28.0/28.0 0.188 32.2 6 x 3/16;; x 36.3 6 x 3/16 x 153.1
L-4 3/8' 58'-11 1/4' 2'-4 3/8'
CLEARANCE
GENERAL NOTES:
NOTICE TO ERECTOR
A)lt is IMPORTANT that for members
exceeding 30 ft. in length that a
spreader bar be used when lifting.
B)ALL flange braces and wind bracing
must be installed prior to exterior
finishes being applied.
MAIN FRAME ELEVATION: FRAME LINE 5
V
C 3 FINAL ERECTION
CX) FOR CONSTRUCTION
C I FOR APPROVAL
C I OTHER, EXPLAIN
1 h-,
12
VULCAN STEEL STRUCTURES, INC
SANFORD FL 32771
WALTER EWOOD P.E.
FLORIDA P.E./ 61323
500 VULCAN PARKWAY
ADE6iRA1AI f3,0
IR IV
O'
No-. 6132
a STATE OF
01VaL E,,,,G
ORIGINAL SIGNATURE REQUIRED
BC CONSTRUCTION
PANEL FASTENER SPACING AT EAVE STRUTS
ENDLAPS, AND BASE
614
STITCH FASTENERS
ZONE 5 - _Q__ 0/C MAX.
ZONE 4 - Q ALL GIRTS
L -.M- D.C. MAX. BETWEEN GIRTS
4 = ZONE 4 DIM W =-.L.4 FT
5 = ZONE 5
PBR' WALL PANEL ATTACHMENT DETAIL
ERECTOR NOTE:
THIS BUILDING HAS SPECIFIC ROOF AND/OR WALL FASTENER
REQUIREMENTS. PLEASE REVIEW THIS DETAIL PRIOR TO ERECTING
THE ROOF & WALL PANELS. FAILURE TO FOLLOW THESE SPECIFIC
REQUIREMENTS COULD RESULT IN LOSS OF ROOF OR WALL PANEL(S)
I
O/ /
WIND LOADING PRESSURES CHART
AREA <- 10 SOFT. FOR PANELS)
PRESSURE SUCTION
ZONE 1 (ROOF INTERIOR) 16 35
ZONE 2 (ROOF EDGE) 16 59
ZONE 3 (ROOF CORNER) 16 89
ZONE 4 (WALL INTERIOR) 32 35
ZONE 5 (WALL EDGE) 32 43
WALL ACCESSORIES
M12 MEMBER FASTENERS
10 SOFT (ZONE 4) 32 35
100 SOFT (ZONE 4) 28 30
10 SOFT (ZONE 5) 32 43
100 SOFT (ZONE 5) 28 32
NOTE
PRESSURES SHOWN ARE a46SED ON Vuh AND APPLICABLE
UIRRNK COUTICIENiS FOR THE ENCLOSURE CIASSIFICADON
AND C(POSURE CAIECDRY. SEE MAX PAGE FOR APPLICABLE
VALUES. FOR ALLOWABLE STRENGTH DESWN PRESSURES. Vmm.
MULTIPLY THE SHONN VALUES BY 0 6
ROOF SLOPE 0 TO T
OF
sv-T
fzOO t% /
ROOF FASTENER DETAIL PLAN
ENCLOSED / PARTIALLY ENCLOSED
1-1/4'
PBR' WALL PANEL PROFILE
WAI I FACTFNIFR nFTAII PI AN
E I FINAL ERECTION
EX] FOR CONSTRUCTION
E I FOR APPROVAL
E ) OTHER, EXPLAIN
DIM A = 6.4 FT
PBR' ROOF PANEL ATTACHMENT DETAIL
PBR' ROOF PANEL PROFILE
VULCAN STEEL STRUCTURES, INC
ID
SANFORD FL 32771
WALTER E.WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
No. 61323 • .
k*q'-t-.WSTATEE OF
0'• •'c'OR iOP.• c\Q
ORIGINAL SIGNATURE REQUIRED
11-0' 11 0.
DETAIL
A'
M12 MEMBER FASTENERS
PANEL FASTENER SPACING AT INTERMEDIATE PURLINS
7' 7' 7'
M12 MEMBER FAST NERS
PANEL FASTENER SPACING AT EAVE STRUTS
ENDLAPS, AND RIDGE.
014
STITCH FASTENERS
ZONE 3 - _iwQ__ O/C MAX. TAPE MASTIC
ZONE 2 - _2p__ 0/C MAX.
ZONE 1 - Q'ALL
L ?D__ O.C. MAX BETWEEN PURLINS
DETAIL 'A'
DIM A = 6.4 FT
PBR' ROOF PANEL ATTACHMENT DETAIL
PBR' ROOF PANEL PROFILE
VULCAN STEEL STRUCTURES, INC
ID
SANFORD FL 32771
WALTER E.WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
No. 61323 • .
k*q'-t-.WSTATEE OF
0'• •'c'OR iOP.• c\Q
ORIGINAL SIGNATURE REQUIRED
SPECIAL BOLTS
ROOF PLAN
O I lQUAN TYPEDIA LENGTH WASH
1 4 A307 1 2 1 1 4 0
1
102'-O'OIJI-TO-OUi OF STEEL 5 MEMBER TABLE
ROOF
z 3 4 MARK PART LENGTH
26•-0• 25'-0• 25'-0• 26'_0• P-10 1 OX25Z 15 29'—1 1/2"
t-
P-101 1OX25Z16 29'-3 1/2±
P-10 1OX25Z15 29'=1 1/2
P-10 1OX25ZIS 29'-1 1/2„
E-105 RFI-100 104 100 E-10 10E375D 14 25'-11 1/2”
A
8
RFI-100 03 100 E-101 IOE375D14 24'-11 1/2"
E-10 IOE375D14 24'-11 1/2;
WI E-10 10E375D1425'-11 1/2„
E-10 10E375D14 24'-11 1/2"
E-10 lOE37SD14 25'-11 1/2
CB-10 0.250CBL 3.1'-8"
CB-101 0.250CBL 32'-1"
CB-10 0.312CBL 35'-4"
I
I
I
I
CB-10 0.50008 31'-8"
N
W
I I
N
0
I ER-1 RFI-101 RF1- RFI-101 132-101
0rc o
i
WI
I
I
vIo
IW
I
I
1 YD
I
I
I
1 1 yP t t YP
I
I
I
I
I
I
N
pII O
I
vIp
N
W WI 100 RFt-102 102 RFI-102 IIWRig-tot
m I
I
000rc
I
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADK6o0A N84G29
No 613 23
D
t t-10 E-101 t-1 -1 1-1 1 F2-102 c t dj'N 7 c
PURUNLAP C
s-, 3/4 ST TE O F
TRIP ROOF FRAMING PLAN/%.`•• OFCAILCZ10:•',`
Op i Gnab ..
MLLSTIE
MATORIGINAL
WAsml SIGNATURE REQUIRED
REVISIONS DRAWING STATUS VULCAN STEEL STRUCTURES, INC PBC CONSTRUCTION
BRACE CABLE ASSEMBLY REV. DESCRIPTION, DATE DTLR DATE CHKR APPD FINAL ERECTION PROJECT GDiDDt STREET vARDWSE-BLDG B ROOF FRAMING
resat NA"wAK rKTOIY AnAo¢c X) FOR CONSTRUCTION ID 25388-2 DESIGN, ZJM DRAFT, RDP CHECK, ZJM
MmEIRlrx AT IM CNX FOR APPROVAL
OTHER, EXPLAIN PROJECT SANFORD FL 32771 DATE, 4/ 9/18 SHEET 6
ADDRESS
ROOF SHEETING PLAN
PANELS 26 Go. PBR — Golvolume
n
rrr -Iw - rrr-ILA o AJtJI a/4 c 1/c
WF -100 — RFt-1 3 8 A325T 5/8" 2 1/4"
WF-, AA - P179- 1 7 A A'{95T R /A" 9 1 /A"
n
2 1 4
26'-0' 25'-0' 25'-0' 26'-0'
1.0
1
r-100 0
C-109
IE
C-111
I
Ii
WF -101
C-113
I
G- I
I
II
I
1 1
I
i — — — — — — — — — — — — — — — jw
J
GIRTLAPS 1'-i gyp.
GENERAL NOTES:
1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF
SSIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM
PANEL ACTION IS SUFFICIENT TO RESIST IN -PLANE • WIND FORCES. TEMPORARY BRACING
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
nn -w
SIDEWALL FRAMING: FRAME LINE D
WI -1w 22'-5 13/16' RF2-102
1•-f 24 "1
VULCAN STEEL
E I FINAL ERECTIONPROJECT CORDON STREET VARDIDIA
EX] FOR CONSTRUCTION ID 25388-2
E I FOR APPROVAL PROJECT
E I OTHER, EXPLAIN
ADDRESS
SANFORD FL 32771
INC
wr- I V n 1'Io`11 14 -Y
WF -101 W12841 22'-5 5/16"
E-10 lOE37SD14 25'-11 1/2"
E-101 t0E375D14 24'-11 1/2"
E-10 IOE375D14 24'-11 1/2"
E-10 IOE375D14 25'-11 12
G-10 8X25C16 25'-3 1 2"
G-10 8X25Z16 26'-5 1/2-
G-11 8X25C16 24'-11 2"
G-111 8X25Z16 27'-3 1/2
G-11 8X25C16 25'-11 Vl2"
WALTER E. WOOD P.E.
FLORIDA P.E.j 61323
500 VULCAN PARKWAY
Pv .........,,, O,,
c; No. 61323 %7
51ATE OF
N!ONAI_
SIGNATURE
4 4 4 4 4
Culler with 5 dornepoule)
s s s
D
OPEN FOR MASONRY BY OTHERS
L--------------------------------------- ------------------------
SIDEWALL SHEETING & TRIM: FRAME LINE D
PANELS: 26 Go. PBR — Light Slone
GENERAL NOTES:
T.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF
SSIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM
PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2. ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
2 DTR 20'-3"
3 DTR 2'-3"
4 RVEG 20'-3" TM50
5 RVEG 2'-3" TMSO
6 RVCB 6" TM52
WALTER E.WOOD P E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
nn lrau llnbaA,,,
0 61323
a STATE OF
v n••" ``.
VULCAN STEEL STRUCTURES, INC
7 FINAL ERECTIONPROJECT GURDEIN STREET VARDnISE-BLDG III SIDEVALL
X] FOR CONSTRUCTION ID 25388-2 DESIGN -Z.
FOR APPROVAL PROJECT DATE- 4/
OTHER, EXPLAIN ADDRESS
SANFDRD FL 32771
5 r0.
4 3 2
26'-0' 25'-0' 25'-0' 26'-0'
2•
1 E-104 E-104 E- 105
1.3 G-115
DH -100-1
I 1
C-118 C-119
112 G-114 loa
C
m
Li--- i ----- 3 [ I
iDI-------
E ----- I---------------
RF2-100 RFI -100 Kr t-1 W KPI -MU
10'-0' 12'-0' 3'-0' I X-0' I 12'-0' I„ 10'-0'
GIRT 1'-13L
LAPS r-1 a/. r-1 y.
SIDEWALL FRAMING: FRAME LINE A
GENERAL NOTES:
1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF
SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM
PANEL ACTION IS SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING
SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
C ] FINAL ERECTION
CX] FOR CONSTRUCTION
C ] FOR APPROVAL
C ] OTHER, EXPLAIN
EC -100
VULCAN STEEL STRUCTURES, INC
SANFORD FL 32771
VJ-IVV VJ[JJI.IY 'J—4
DH-10 8x35016 12'-0"
E-10 t0E375D14 25'-11 1/2:
E-10 10E375D14 24'-11 1.2
E-10 10E375D14 25'-11 1/? -
G -1
2"
G-10 8X25C16 25'-3 1/2
G-11 8X25C16 25'-11 2"
G-11 8X25Z16 27'-1 1/2
G-11 SX25C16 9'-8"
G-11 8X25Z16 10'-10"
G-11 8X25016 2'-8"
G-11 8X25Z16 5'-4 112"
G-11 8X25Z16 10'-10
c_1i av-)cola I)a'—a 1/1)"
2
3
WALTER E.WOOD P.E.
FLORIDA P.E.J 61323
500 VULCAN PARKWAY
R E 14 -,
No. 61323
SQT F
0NA; _
SIGNATURE REQUIRED
RDP
Q1'
12
GIRT •-i sit• •_i aii• .
LAPS
ENDWALL FRAMING: FRAME LINE 1
GENERAL NOTES:
U1. IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS
N DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER -PANEL BRACING IS
SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE
PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
E 3 FINAL ERECTION
EX3 FOR CONSTRUCTION
E 3 FOR APPROVAL
E 3 OTHER, EXPLAIN
V ID
VULCAN STEEL STRUCTURES, INC
SANFORD FL 32771
MARK I LENGTH IOFFSET
EC -101 WBX10 16'-2 3/16 -
EC -10 WSX10 16'-2 3/16 -
EC -10 8x35C16 14'-5 116"
ER -10 W8X10 32'-7 3/8 "
G-10 8X25C16 19'-11 1
G-101 8X25Z16 21'-1 1 2"
G-10 8X25C14 24'-11 1 2"
G-10 8X25Z16 27'-3 1 2"
r 1n AY9S71A 91'-1 1/,>"
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL. GA 31620
v\C:
No. 61,323
TATE CF
4/
I 4 ll
OPEN FOR MASONRY BY OTHERS
L---------------------------------------------------------------
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS, 26 Go. PBR — Light Slone
GENERAL NOTES:
1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS
6E N DETERMINED THAT DIAPHRAGM PANEL ACTION OR OUARTER-PANEL BRACING IS
SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE
PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
J FINAL ERECTION
X] FOR CONSTRUCTION
J FOR APPROVAL
OTHER, EXPLAIN
VULCAN STEEL
SANFORD FL 32771
2
1
DTR 20'-3"
3 DTR 5'-3"
4 RVRT 20'-3" TM11
5 RVRT 12'-11" TM11
a avca 1'-a" TM39
INC
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
F .'
No. 61323
A
IGI L SIGNATURE REOUIREI
4. 1z
GIRTLAPS
FLANGE BRACE TABLE
FRAME LINE 5
SIDVID ES I MARK I LENGTH
tom,
2
I
I
i
II
G-105
E ----------------- - - - - - - - - _ - - - - - - - - - - - - EC -104 EC -104
ENDWALL FRAMING: FRAME LINE 5
GENERAL NOTES:
1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS
ESEEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER -PANEL BRACING IS
SUFFICIENT TO RESIST IN -PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE
PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE -DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON-UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
3 FINAL ERECTION
X3 FOR CONSTRUCTION
3 FOR APPROVAL
3 OTHER, EXPLAIN
VULCAN STEEL
PROJECT ISANFORD FL 32771
ADDRESS
INC
G-10 8X25C14
G-10 8X25Z16
G-10 8X25C16
G-10 8X25Z16
24'-11 '1
27'-3 1 2"
19'-3 1/2"
21'-1 1/2"
i ' -i ,,>"
WALTER E. WOOD P.E.
FLORIDA P.E.# 61323
500 VULCAN PARKWAY
ADEL, GA 31620
l No. 61323
Sl. -STATE OF .
ORIGINAL SIGNATURE REQUIRED
G
EE
T T
L--------
OPEN FOR MASONRY BY OTHERS
ENDWALL SHEETING & TRIM: FRAME LINE 5
PANELS: 26 Go. POR — Light Stone
GENERAL NOTES:
1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION OR QUARTER—PANEL BRACING IS
SUFFICIENT TO RESIST IN—PLANE WIND FORCES. TEMPORARY BRACING SHOULD BE
PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED.
2.) ADDITIONAL GIRTS MAY BE PRESENT IN THE END OR CORNER BAYS OF THIS WALL
ELEVATION. THESE ARE REQUIRED TO SATISFY CODE—DEFINED CORNER ZONE WIND PRESSURES
IN ORDER TO PROVIDE THE MOST ECONOMICAL BUILDING POSSIBLE, THESE GIRTS ARE NOT
INCLUDED FOR THE FULL LENGTH OF THE WALL. NON—UNIFORM GIRT SPACING OR RESULTING
APPEARANCE IS NOT A CAUSE FOR COMPLAINT OR REJECTION.
I I FINAL ERECTION
EX] FOR CONSTRUCTION
E I FOR APPROVAL
I I OTHER, EXPLAIN
VULCAN STEEL
PROJECT 1111
ID 2531
SANFORD FL 32771
TRIM TABLE
FRAME LINE 5
OID PART LENGTH DETAIL
1 CTR 8'-3- TM29
2 DTR 20'-3"
3 DTR 5'-3"
4 RVRT 20'-3" TM11
5 RVRT 12'-11" TM11
6 RVPB 1'-4" TM39
INC
WALTER E. WOOD P E.
FLORIDA P.E.j 61323
500 VULCAN PARKWAY
ADEL, GA 31620
1111111u1nm
urlpr yrrrrr'''
No. 61323
o -STATE OF : Z
acs, •. G ,
N , E 1
ORIGINAL SIGNATURE REQUIRED
Lu
CL
DOORS ARE RATED FOR IMPACT.
INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA DOES NOT REQUIRE
THE USE OF APPROVED SHUTTERS OR DMNAL PROTECTION DEVICES
COMPLYING WITH HVHZ REOUIREMENTS.
INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET
THE APPLICABLE REOUIREMENTS FOR WIND BORNE DEBRIS PROTECTION.
TRISTARMOGA/SPARTAN" OUTSMNG STEEL DOORS
APPROVAL APPLIES TO SINGLE (x) LEAF DOORS WITHOUT SIDELITES.
DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REOUIREMEWIS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVALLOADOURARONINCREASEIS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT. NON-MErALUC AND NON-COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REOUIREMENTS OF THE FLORIDA BUILDING CODE
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1710.0.3 OF FLORIDA BUILDING CODE
LABELING TO COMPLY WITH SECTION 1710.8.2.
FRAME&
1
DTHEDOOROPG. WIDTH
3.
TC l` P.W. "
Ow
1B'
F MAX.MAx. A
TELSTAR OUTSWING SINGLE STEEL DOORS ( X )
Pd a +50.0 PSF (EXTERIOR)
50.0 PSF (INTERIOR)
D
NOTE:
EGRESS REOUIREMENTS TO BE REVIEWED BY AHJ.
A- T16 PIWOUCI EVALUATION COMMIT (PIA) PREPARED B• 116 ENfr7Rm1
B CD43W AND DOLS NOT POWU DFMMTDN FOR A SITE SPECIFD
PROJECT: LA THERE IM SITE CONDITIONS DEVIATE FROM TIE t0.
F CONTRACTOR TO BE P03POMMU FDR TME SELECTOR, PURCINSE AND
DISTAL ATION OF TIS PRODUCT BASED ON FIDS PRODUCT EVALUATION
PRWDED HE/SNE DOES NOT OENAIE FROM OE CONNITDMS OETNLED
OR TIPS DOCUmDa.
C- THIS PRODUCT EVALIUATDN DOQNENF WU BE CONSIDERED ONAUD IF
ALTO" BY ANI' MEWL
0 -SITE SPECIFIC PRIXIECIS SNMLL BE PREPARED N A FLORIDA REC61D®
DDM[DI OR ARpPIICI MIDI BLL (ROME DE 043M OF RECORD (COR.)
FDR THE PROJECT AND WILD WILL BE RESPONSIBLE FOR TLE PROPEII
USE OF THE P.E.D. ENCDEDR OF RECORD. ACTINIC AS A DELEGATED
DICKER 10 THE P.E.D.ENCDEFR SIALL SUSIOT TO TRIS LATTER M SITE
SPECIFIC DRAWINGS FOR RENEW.
E- TIS P.E.D. SNAu BEAR THE GATE AND ORRiNML SEAL AID SIMIM Or
THE PROIESIONAL DDRNImI OF RECOND THAT PREPARED 0.
FL 17"100-iRI
v
z
OZ
of R
o' g
O. "-
L
OG
Vo'
0 M,
0-0 afY0o„
N
J u i R
Q 612 w
UZ
i¢5 Z
ag
jIrZW
F- —
FL #17900
lklb I le
r
lowing no.
15-35L
l 1
1B'
F MAX.MAx. A
TELSTAR OUTSWING SINGLE STEEL DOORS ( X )
Pd a +50.0 PSF (EXTERIOR)
50.0 PSF (INTERIOR)
D
NOTE:
EGRESS REOUIREMENTS TO BE REVIEWED BY AHJ.
A- T16 PIWOUCI EVALUATION COMMIT (PIA) PREPARED B• 116 ENfr7Rm1
B CD43W AND DOLS NOT POWU DFMMTDN FOR A SITE SPECIFD
PROJECT: LA THERE IM SITE CONDITIONS DEVIATE FROM TIE t0.
F CONTRACTOR TO BE P03POMMU FDR TME SELECTOR, PURCINSE AND
DISTAL ATION OF TIS PRODUCT BASED ON FIDS PRODUCT EVALUATION
PRWDED HE/SNE DOES NOT OENAIE FROM OE CONNITDMS OETNLED
OR TIPS DOCUmDa.
C- THIS PRODUCT EVALIUATDN DOQNENF WU BE CONSIDERED ONAUD IF
ALTO" BY ANI' MEWL
0 -SITE SPECIFIC PRIXIECIS SNMLL BE PREPARED N A FLORIDA REC61D®
DDM[DI OR ARpPIICI MIDI BLL (ROME DE 043M OF RECORD (COR.)
FDR THE PROJECT AND WILD WILL BE RESPONSIBLE FOR TLE PROPEII
USE OF THE P.E.D. ENCDEDR OF RECORD. ACTINIC AS A DELEGATED
DICKER 10 THE P.E.D.ENCDEFR SIALL SUSIOT TO TRIS LATTER M SITE
SPECIFIC DRAWINGS FOR RENEW.
E- TIS P.E.D. SNAu BEAR THE GATE AND ORRiNML SEAL AID SIMIM Or
THE PROIESIONAL DDRNImI OF RECOND THAT PREPARED 0.
FL 17"100-iRI
v
z
OZ
of R
o' g
O. "-
L
OG
Vo'
0 M,
0-0 afY0o„
N
J u i R
Q 612 w
UZ
i¢5 Z
ag
jIrZW
F- —
FL #17900
lklb I le
r
lowing no.
15-35L
3•
MAX.
FRAME WIDTH
DOOR 0 N . WIDTH
2•
3.
IMAX MAx
L
9ASH WIDTH. .
N
I i .Tol
L
T-
6.
MAX. MAX.
TIOG SPARTAN" OUTSWING SINGLE STEEL DOORS ( X )
Pd - +75.0 PSF (EXTERIOR)
75.0 PSF (INTERIOR)
FRAME I ID1H
2-
3R OPIG. WID1H 1 [
TIOG SPARTAN" OUTSWING SINGLE STEEL DOORS ( X )
Pd - +50.0 PSF (EXTERIOR)
50.0 PSF (INTERIOR)
FL #17900
Ms
fliwl
yi
J
drawing no.
15-35L
N
T—
ir
u
Ox
D W wu
o
g
c
3•
MAX.
FRAME WIDTH
DOOR 0 N . WIDTH
2•
3.
IMAXMAx
L
9ASH WIDTH. .
N
I i .Tol
L
T-
6.
MAX. MAX.
TIOG SPARTAN" OUTSWING SINGLE STEEL DOORS ( X )
Pd - +75.0 PSF (EXTERIOR)
75.0 PSF (INTERIOR)
FRAME I ID1H
2-
3R OPIG. WID1H 1 [
TIOG SPARTAN" OUTSWING SINGLE STEEL DOORS ( X )
Pd - +50.0 PSF (EXTERIOR)
50.0 PSF (INTERIOR)
FL #17900
Ms
fliwl
yi
J
drawing no.
15-35L
SECTION A—A
a
SECTION B—B
poxil,
SDS
a
f*
CONCRETE
TE
MASONRY
Rows+ OPENM
02
r,• EA.
B) 011
IPAME OVERALL WOM
SECTION C—C
TYPICAL ANCHORS AT HEAD/JAMB/SILL-
48 DIA, SMS
INTO 29Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2• MW. PENETRATION INTO WOOD
3/16' DIA. MY TAPCON (ru-ns KSL h-1oo Kso
INTO 20Y WOOD BUCKS OR WOOD STRUCTURES
DIRECTLY INTO tc'-300O PSI CONCRETE. 1• MIN. EDGE DIST.
1• MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL)
3/16' DW ELCO ULTRACON (Fu -m Kst r)—ns Ks,)
INTO 20Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2• MW PENETRATION INTO WOOD
DIRECTLY INTO fe3000 PSI CONCRETE. 1' MIN. EDGE DIST.
DIRECTLY INTO 1e'•:2000 PSI MASONRY BLOCK. 1' MIN. EDGE DIST.
1-3/8' MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL)
1-1/4' MIN. EMBED INTO GROUT FlLLED BLOCK (JAMBS)
SECTION D -D
TELSTAR SERIES SINGLE STEEL DOOR SYSTEM
WOOD
SUBSTRATE
FL #17900 E12-1
S Y 8 5
15-35L
TELSTAR HEADER
J
Ifl
lrLrJ
IalO 01pOII a
rOw101 IDAO Owea
J
4,
rwo ol n >m
w
TELSTAR LOCK JAMB
0
0 0
O. 0 0 r
0 0O.
0 0
O
v
HINGE REINFORCEMENT
DOOR AND FRAME
7w
060101 ROO 0—a
TELSTAR HINGE JAMB
TE=4'ft
TELSTAR THRESHOLD
TELSTAR SERIES SINGLE STEEL DOOR SYSTEM
FL #17900
w
F Z
SV:I e
L5 A
Z
s L)
O
QOji
m >
W
1
drawing no.
15-35L
7
8
5
SECTION E -E
1s
OR
27
21
e
SECTION F -F a
VERTICAL CROSS SECTION
12
I
DOOR LEAF DETAIL I
IIVVA JrAICIAIV JLRILJ JIIVVLL JILLL VVVR JIJILM 19WW"m A
v
Z
OZ "y
WQF n
0 O
OW ^—
M0
OG •
4
U 2
a0Wplg
oo<4A
0
0
4W r N
IL$-A
j
Q W N F
z
ss U •
re `` ^
Qo,
JIrz
W co
drawing
R
7
drawing no.
15-35L
BOLT MUST BE MINIMUM 3 THREADS
ENGAGEMENT BEYOND NUT. OR
12 OR LARGER DRILUNG SCREW.
CREWS MUST BE MINIMUM 3 THREADS
ENGAGEMENT BEYOND CHANNEL/GIRT.
24
SEE NDTE 2
EACH SDE.
24
SEE NOTE 2
EACH SIDE.
INTERIO
16 FRAME TO METAL BUILDING INSTALLATION DETAILS
SPOT WELDED --
10 FRAME
INTERIO
23 OR 32
SEE NOTE 3 5
ITEM No. PART NUMBER DESCRIPTION MATrRIAL OTY.
1 MSD72232 HEADER FRAME 2.67' x 0.059' INK. 16GA GALVANNEAL STEEL 1
2 mSD72232 JAMB FRAME 2 67' x 0.059' THK. IBCA GALVANNEAL STEEL 1
3 DT101126 THRESHOLD K 6063-75 ALUMINUM 1
4 MS 10027 HINGEREINFORCEMENT 1 • ' x 10.00* x 0,180* THK COLD ROLLED STEEL 8
5 MSDIO290 BOTTOM DOOR SKIN 0.40' x 1,72' . ' THK GALVANNEAL STEEL 1
6 MSDIO290 TOP DOOR SKIN 0.18' x 0.24' w 035' THK, GALVANNEAL STEEL 1
7 MMD10205 x 1 K GALVANNEAL STEEL 1
8 MSD10223 DOOR CHANNEL 0 x 1.67' x .053' THK GALVANNEAL STEEL 2
9 MSDID091 ICYUNDRICAL LOCK REINFORCEMENT 1.65' 6.69' w 380' w 054' THK. 16GA COLD ROLLED STEEL 1
10 MSD70048 FRAME CUP 5.54' x J45' x 143' x 0. 7' THK 1 GA SPOT WELD O TO JAMBS GALVANNEAL STEEL 2
11 MSD10005 FOAM CORE 44.00' w 91.00' x 1.688' THK. - 0.733 LB FT DENSITY POLYSTYRENE FOAM 1
12 MMDIOD43 DOOR CLOSER psFoRcEmEuT ' x 1 7' TNN 1 H GALVANNEAL STEEL 2
13 MSDIO068 MORTISE LOCK REINFORCEMENT SAO' x 1.50'
xx
11.93' x 0.067' THK. 15GA COLD ROLLED STEEL 1
14 MSD72232 KD STRIKE JAMB 4080 M135M FRAME 2.67' x 0059 THK. 16GA GALVANNEAL STEEL 1
15 8 x I' SELF DRILLING SCREWS (NOT SUPPLIED)STEEL 6
16 HINGE STRIKE JAMB FLOOR BASE ANGLE CUP 12GA GALVANNEAL STEEL 2
17 DT100631 ER IP I1 1
IB HG100034 HINGE 4-1 2 x 4-1 2 GALVANNEAL STEEL 4
19 MORTISE LOCK HARDWARE OPTION, CLI02258 ZHONGSHAN 1
20 LC1281 SERIES HEAVE DUTY COMMERCK GRADE 1 LEVEIM W1 CLIOO249 BY TIYSE ENHHPRGES CO. LID - 1
21 MMD10203 POOR E 7 ' 6063 -TS ALUMINUM 1
22 JAMB EXTENSION ASSEMBLY I6GA CHANNEL, 12GA CUP GALVANNEAL STEEL 4
23 3/8'o TO 1/2 x 2-1 4' DYNABOLT STUD ANCHOR FOR CONCRETE 4
24 412 x 1' SELF DRILLING SCREW (NOT SUPPLIED)STEEL 24
25 1/4'0 TO 1 2'o x 3/4* HEX BOLT STEEL 12
26 1 4'o TO 1 2'0 HEX NUT SELF LOCKING STEEL TO MATCH ITEM 25 STEEL 12
27 010 LF DRILUNG SCREW (NOT P STEEL 6
28 STRIKE PLATE - TO MATCH HARDWARE OPTION AS SPECIFIED 1
29- 12 - M x 3 8' PHILLIPS FLAT HEAD COUNTERSUNK MACHINE SCREW STEEL.FOR HINGES STEEL 32
30 IB o a 1-3 4 PHILLIPS MT HEM COUNTERSUNK TAPCON CONCRETE SCREW MDI 90M) STEEL3 5
31 9500 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W1 KEYED ESCUTCHEON TRIM 1
32 5/16'0 TO 1/2'0 x 1-3/4' HEX WASHER HEAD TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 4
33 MSDID061 HINGE REINFORCEMENT COVER 1.66' x 0.84' x 10.13' x 0.024' THK. COLD ROLLED STEEL 4
34 MSDIOO90 STRIKE PLATE REINFORCEMENT 1 38' w 6 50' x K COLD ROLLED STEEL 1
35 MS010006 2 PART ADHESIVE, REZ-CURE EPS82 BY INNOVATIVE RASIN SYSTEM, INC.
MS010033
EPDXY RESIN 2
38 0T100B52 BUTTERFLY ANCHOR 1.SB' • 2.50' x 7.00' x 0.048' THK ICOLD ROLLED STEEL 4
37 SD100081 ANCHOR 0.95' x 2.05' x 7.00' x 0052' INK. COLD ROILED 4
38 1 4' w 3/4' HEX HEAD MACHINE BOLTS HH MB AND LOCK NUTS THRU FRAME CUPS STEEL 2
39 B x 3 S/2' NAILS STEEL B
40 3 B' . 6' WOOD HAG BOLT ISTEEL 4
E$
FLOOR BASE ANGLE DETAIL E aE614S 10
CUPSPOT
19, 20, 31 14 TO
CYLINDRICAL LOCK
SHOWN
CORNER CONSIRUCAON D
24_j---- 4 22
SEE NOTE 2
E)aERI0S 1NTE810B
JAMB EXTENSION ASSEMBLY DETAIL
NOTES:
1) FOR ANCHDRM. KNOCK DOWN FRAME HEAD AMB TO FRAME H NNE JAMB AND FRAME STRIKE JA11
IBCA (.053' MDL) SI[Q MMCM USE (2 PER SIDE) 1/4' TO, 1/2' DIAMETER STEEL BOLT WITH
MATING SELF LOCKING MR. BOLT TO BE OF SUFFICIENT LD CCH TO ACHIEVE 3-7HREADS MINIMUM
26 BEING NUT. LOCATE AND ANCHOR AS SMOIM IN CORNER CONSTRUCTION OCTAL
NOTE 1 2) FOR MOORL40 JAMB 00DISION ASSEMBLY TO 16FA (D63' MIN.) STEEL FRAMING NICE AND SOW
AM, USE (4 PER CHMREL) 012 DR LARGER DRILLING SUM OF MIFFICENR UNCM TO ACHIEVE
3 -THREADS MAMA BEYOND ANCHOR CHANNEL& LOCATE AND ANCHOR AS SHOWM N JAMB GODSON
ASSEMBLY DETAIL
3) FOR AICIOI@ r FLOOR BASE ANGLE OF FRAME HINGE AND STRIKE JAMBS ONTO CONCRETE USE (2
PER JAI®) 3/8' TD 1/2' DIAMETER WEDGE BOLTS OF SUFFICIENT LENGTH TO ACHIEVE Y MUM
6 C®EDIENT INTO CONCRETE WHIN 4 1/2' MINIMUM EDGE OWANCE OR (2 PER SIDE) 5/10' TO 1/Y
WAFTER HEX WASHER WASCREWS OFTAPCONSCROF SUFFICJUN NNULENGTH70ACHIEVE1-3/4' MM
ED EIIEDMDfl OLID CONCRETE WITH 3-3/16' MHIMAI EDGE 06IANCE (ADD 100E HEEDED). LOCATE
HAFRAMEAANCHOR AS SHORN N FLOOR 944 ANGLE DETAIL.
4) FOR ANICIENTLIOHING THRESHOLD ONTO CONCRETE USE 3/16' DIAMETER MT LEAD TAPCON SCREM5 WITH
ETAIL
SUFFLENGTH TO ACHIEVE A 1-3/4' MNWMBENEMBEDMENT INTO MHICONCRETEWITH2-5/6' MUM
EDGE DISTANCE
LOCATE ANCHORS AS 94M N ELEVATIONS AND INSTALLATION DETAILS.
5) INSTALLATION ANCIM AND HARDWARE 901L BE INSTALLED N ACCORDANCE WITH MANUFACMROFS
INSTALLATION USMRUCTOHS AND SINLL MDT BE USED N SUBSTRATESSTRATES WITH SRRDNGLESS THAM THE
MINIMUM STRENGTH SPECF4D BOM.
Sv FRAMING: IIFA COSY MN.)
COMCRETC MINIMUM COMPM35K SIRIMIN 3.192 PSL
TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM
FL #17900
UL
Z •
OZ '
W
Q L n
o
OW "-
jr 0
OS
V n
OQQoyA
Odm dN0n
4= W;LL N
LL Z."
4tE r
IJU
E7
Z.1
ECE
g Q •
Zig$
Qoj 1
U
J¢Z
LLI-
n
R
41
drawing no.
15-35L
bio a .OYYM) NNII s
ra
N N
7.013' p v
e
2.125' 531'
1/
2V
3 7/0
3 1,18 r r 1 3/4
ti G
to CA
21 1/2
e
e
I -.I 2 3/6
Ioh
mmrata1/4Wr Q aft
AAM adDJOM ASeimT
0
IOM rum N mom PIMA Mk
Ionr FOR • 1/4 reMA YOItI
to ,c y
e
1 3/4 _"1
7 .
MNI nrNr msr a nh
wre Nue Jure nM
2.096= 531
u 1806*
H
4
M 00
smm. M..
0
oOo 10
0 0O-
o o
1WpI21/64 f-1
0006 No nurt
4
5.75'
GM Auurour
TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM
FL #17900
MLXM
1
k
6 s
drorinq no.
15-35L
5 3/4'
1. 2. 14
2 1/8 I— 4 — 2 1/8 —
WIDTH VARIES FROM 4 7/8' TO 12 1/4'.
5 3/4' FRAME SHOWN.
41,106E RMFORCDOM4)
7
11/16
4 35/
64k7
20GA
TOP CAP
i — 27/64
s --
F
1 45/64
1 8G
BOTTOM DOOR SKIN
IOCN . 2 RE ANCEWN. 2 RT951ANCE
WE DS
EACIIDN
YeE1D5 EACH END
DOOR LEAF
ASSEMBLY
8—,\
2
4 43/64
7
r 2• MAX / 3/4• III
16GA
DOOR CHANNEL
6
5/16 -- I--
1SGA
TOP DOOR SKIN
TAMC 2• /III 3/4• J
SPOT WELIX EACH SICNC EACH rg-
WEIY 1-1/2• rRDII EDGE. SPAM 3' APART.
7/32
7/8
r 1 59/64
21 A_
T—
I 3/4
9/16 J
17
11
FOAM CORE.
DENSITY: 0.733 LB/FT'
35
ADNESNE APPLIED W CROSSED
PATTERN PRIOR TO SPREADWI
REZ CURE EPS82 PARI A t B
APPLY PER UL SPEC.
MIME / 1-1/1' WN.
E0111 SIDES
WIDTH VARIES FROM 4 7/8' TO 12 1/4',
4 7/8' FRAME SHOWN.
DRYWALL FRAME
WIRE
AAICIIOR
10• YM4
MM Ma AIOYA NAY
100® Kim
T[ Wan NY
M OC13M
WIRE ANCHOR
WIDTH VARIES FROM 4 7/8' TO 12 1/4-
4 7/8' FRAME SHOWN.
MASONRY FRAME
mm. (OSRIaI MCHM
1®6ASim
STY ANOM
e OA mm OMLY
mwfi WAST sm"
oast - 2-1/r sno
QuISII RRM-ar
mu - 3.,w STY
AT EVERT BIM CELL COMBINED ANCHOR
IAGMIRr CDWSTRUMION 0 AT 24' O.C. WX
P001 A PUM ANDI M
Rao
KITOO Aa SIW AIOaDaWIWI[
0
MOTE• 411 mu 6 mmm 115mm NRNt
SM ROMODa A MI=O a
F_4 e.E To IMK mom an FL #17900
O O PIPE AND STRAP ANCHOR
AT 24' O.C. MAX K*ZE)X= WSONW
CON67RUCRDNBUTTERFLYANCHORAi24' OE NAIC
TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM
U
Z
ZZ
H ^
1S U •^
O
ZZQ0<
U
JibwI—mn
6
droving no.
15-35L
0.105 1
5 3/4
JI
6063 ALUMINUM
41,106E RMFORCDOM4)
7
11/16
4 35/
64k7
20GA
TOP CAP
i — 27/64
s --
F
1 45/64
1 8G
BOTTOM DOOR SKIN
IOCN . 2 RE ANCEWN. 2 RT951ANCE
WE DS
EACIIDN
YeE1D5 EACH END
DOOR LEAF
ASSEMBLY
8—,\
2
4 43/64
7
r 2• MAX / 3/4• III
16GA
DOOR CHANNEL
6
5/16 -- I--
1SGA
TOP DOOR SKIN
TAMC 2• /III 3/4• J
SPOT WELIX EACH SICNCEACH rg-
WEIY 1-1/2• rRDII EDGE. SPAM 3' APART.
7/32
7/8
r 1 59/64
21 A_
T—
I 3/4
9/16 J
17
11
FOAM CORE.
DENSITY: 0.733 LB/FT'
35
ADNESNE APPLIED W CROSSED
PATTERN PRIOR TO SPREADWI
REZ CURE EPS82 PARI A t B
APPLY PER UL SPEC.
MIME / 1-1/1' WN.
E0111 SIDES
WIDTH VARIES FROM 4 7/8' TO 12 1/4',
4 7/8' FRAME SHOWN.
DRYWALL FRAME
WIRE
AAICIIOR
10• YM4
MM Ma AIOYA NAY
100® Kim
T[ Wan NY
M OC13M
WIRE ANCHOR
WIDTH VARIES FROM 4 7/8' TO 12 1/4-
4 7/8' FRAME SHOWN.
MASONRY FRAME
mm. (OSRIaI MCHM
1®6ASim
STY ANOM
e OA mm OMLY
mwfi WAST sm"
oast - 2-1/r sno
QuISII RRM-ar
mu - 3.,w STY
AT EVERT BIM CELL COMBINED ANCHOR
IAGMIRr CDWSTRUMION 0 AT 24' O.C. WX
P001 A PUM ANDI M
Rao
KITOO Aa SIW AIOaDaWIWI[
0
MOTE• 411 mu 6 mmm 115mm NRNt
SM ROMODa A MI=O a
F_4 e.E To IMK mom an FL #17900
O O PIPE AND STRAP ANCHOR
AT 24' O.C. MAX K*ZE)X= WSONW
CON67RUCRDNBUTTERFLYANCHORAi24' OE NAIC
TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM
U
Z
ZZ
H ^
1S U •^
O
ZZQ0<
U
JibwI—mn
6
droving no.
15-35L
IICity of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address ` C.O+ZaDN STREET
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.8oridabuildina.oro.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product Florida Approval #
Descri tion Include decimal
1. Exterior Doors
Swln in t L 1
Sliding
Sectional
Roll U ai 014 D~%1FrL 1
Automatic
Other ; ,. w D
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
PERMIT # - 12
RI
19.5
OFFICE
w:
Right -Suite® Universal 2018 Load Summary Job: CO218092
wrightsoft Date: 02/27/2018
Office1 By. MKC
IHR Consultants PERMIT # /F- /2 //
312 Forest Ave. Altomonte Springs, Fl -
For: Gordon
Gordon St, ddQ Sanford, FL 32771 OFFICE30
Zone: Officel COOLING LOAD
I. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Aug 1700 LDT
Inside: 75 OF Outside: 93 OF TD: 18 OF
RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF
Sensible Latent
2. SOLAR RADIATION THROUGH CLASS 3575
3. TRANSMISSION GAINS Sensible 2564
Walls: 1056
Glass: 619
Doors: 228
Partitions: 0
Floors: 0
Ceilings: 662
4. INTERNAL HEAT GAIN Sensible Latent 4524 1100
Occupants: 950 800
Lights: 1527
Motors: 0
Appliances: 2047 300
5. INFILTRATION: Outside air cfm: 34 670 1012
6. SUBTOTAL: Space load Sensible Latent 11334 2112
Envelope 11334 2112
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 1367
8. SUBTOTAL: Space load + supply duct 12701
Actual cfm: 701 at supply TD: 20
9. VENTILATION: Make-up air cfm: 51 1010 1524
10. RETURN AIR LOAD: Lighting + plenum (net) 0
I t. RETURN DUCT 712
12. TOTAL LOADS ON EQUIPMENT 14423 4282
HEATING LOAD
13. DESIGN CONDITIONS Mult: 1.0
Inside: 80 OF Outside: 41 OF TD: 39 OF
14. TRANSMISSION LOSSES 7156
Walls: 2316
Glass: 1652
Doors: 287
Partitions: 0
Floors: 1869
Ceilings: 1032
15. INFILTRATION: Outside air cfm: 65 2806
16. SUBTOTAL: Space load 9962
Envelope 9962
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT: 1317
18. VENTILATION: Makeup air cfm: 51 2191
19. HUMIDIFICATION 1828
Piping 0
20. RETURN DUCT 460
21. TOTAL HEATING LOAD ON EQUIPMENT 15757
2018 -Mar -05 13:49:49wrigFotTt-
Right -Suite® Universal 2018 18.0.10 RSU07440 Page 4
File%CO218D93 - Gordon St. Bldg B%CO218093.rup Calc = M1,15 Front Door faces: E
r
wrightsoft`
Right -Suite® Universal 2018 Load Summary Job: CO218092
Office2 Byte: 02127/2018
JHR Consultants
312 Forest Ave, Altomonte Springs, FL
For: Gordon St. Bldg B
400 Gordon St, Bldg B, Sanford, FL 32771
Zone: Office2 COOLING LOAD'
1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Aug 1700 LDT
Inside: 75 °F Outside: 93 °F TD: 18 °F
RK 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 °F
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 3740
3. TRANSMISSION GAINS Sensible 2602
Walls: 919
Glass: 787
Doors: 228
Partitions: 0
Floors: 0
Ceilings: 669
4. INTERNAL HEAT GAIN Sensible Latent 4422 1100
Occupants: 950 800
Lights: 1527
Motors: 0
Appliances: 1945 300
5. INFILTRATION: Outside air cfm: 34 675 1019
6. SUBTOTAL: Space load Sensible Latent 11439 2119
Envelope 11439 2119
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 1365
8. SUBTOTAL: Space load + supply duct 12804
Actual cfm: 702 at supply TD: 20
9. VENTILATION: Make-up air cfm: 51 1016 1534
10. RETURNAIR LOAD: Lighting + plenum (net) 0
L RETURN DUCT 726
12. TOTAL LOADS ON EQUIPMENT 14546 4301
HEATING LOAD
13. DESIGN CONDITIONS Mult: 1.0
Inside: 80 °F Outside: 41 °F TD: 39 °F
14. TRANSMISSION LOSSES 7545
Walls: 2275
Glass: 2059
Doors: 287
Partitions: 0
Floors: 1882
Ceilings: 1042
15. INFILTRATION: Outside air cfm: 66 2825
16. SUBTOTAL: Space load 10370
Envelope 10370
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT: 1316
18. VENTILATION: Make-up air cfm: 51 2205
19. HUMIDIFICATION 1840
Piping 0
20. RETURN DUCT 470
21. TOTAL HEATING LOAD ON EQUIPMENT 16199
wriightsoft-
Right -Suite® Universal 2018 18 0.10 RSU07440
File%CO218093 - Gordon St. Bldg B\CO218093.rup Calc = MN5 Front Door faces: E
2018 -Mar -05 13:49:49
Page 5
Right -Suite® Universal 2018 Load Summary Job: CO218092
wrightsoft` Date: 02/27/2018
Offit:0 By: MKC
JHR Consultants
312 Forest Ave. Altomonte Springs, FL
13.
For: Gordon St. Bldg B
Mult: 1.0
Inside: 80 OF Outside: 41 OF
400 Gordon St, Bldg B, Sanford, FL 32771
14. TRANSMISSION LOSSES
Zone: "•Office3 COOLING LOAD
Walls: 1555
I. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Jul 1600 LDT
Doors: 575
Inside: 75 OF Outside: 93 OF TD: 18 OF
Partitions: 0
RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF
Ceilings: 415
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 164
3. TRANSMISSION GAINS Sensible 1649
Walls: 759
Less transfer 0
Glass: 169
Doors: 455
18.
Partitions: 0
HUMIDIFICATION
Floors: 0
0
Ceilings: 266
4. INTERNAL HEAT GAIN Sensible Latent 1982 200
Occupants: 238 200
Lights: 1273 -
Motors: 0 -
Appliances: 472 0
5. INFILTRATION: Outside air cfm: 20 402 607
6. SUBTOTAL: Space load Sensible Latent 5110 961
Envelope 4198 807
Less external 0 -
Redistribution 912 154
7. SUPPLY DUCT 908
8. SUBTOTAL: Space load + supply duct 6017
Actual cfm: 383 at supply TD: 20
9. VENTILATION: Make-up air cfm: 17 346 522
10: RETURNAIR LOAD: Lighting + plenum (net) 0
11. RETURN DUCT 433
12. TOTAL LOADS ON EQUIPMENT 6796 1827
HEATING LOAD
13. DESIGN CONDITIONS Mult: 1.0
Inside: 80 OF Outside: 41 OF TD: 39 OF
14. TRANSMISSION LOSSES 4073
Walls: 1555
Glass: 407
Doors: 575
Partitions: 0
Floors: 1121
Ceilings: 415
15. INFILTRATION: Outside air cfm: 39 1683
16. SUBTOTAL: Space load 7383
Envelope 5756
Less external 0
Less transfer 0
Redistribution 1627
17. SUPPLY DUCT: 888
18. VENTILATION: Make-up air cfm: 17 750
19. HUMIDIFICATION 890
Piping 0
20. RETURN DUCT 286
21. TOTAL HEATING LOAD ON EQUIPMENT 10198
Flo 2018 -Mar -05 13 49 49
Wrights '
PageRigAl-Suite® Universal 2018 18.0.10 RSU07440 e 8
File%CO218093 - Gordon St. Bldg 8=218093.rup Calc = MN5 Front Door faces: E
Right -Suite® Universal 2018 Load Summary Job: 00218092
wrightsoft
RRA
Date:
MKC12018
BY:
JHR Consultants
312 Forest Ave. Altomonte Springs, FL
For: Gordon St. Bldg B
400 Gordon St, Bldg B, Sanford, FL 32771
Zone: RR:1f r', .,t' _ COMING -LOAD
1. DESIGN CONDITIONS at Aug 1700 LDT
Inside: 75 OF Outside: 93 OF
RK 46 % MoistDiff: 44.0 gr/Ib
2. SOLAR RADIATION THROUGH GLASS
3. TRANSMISSION GAINS Sensible
Mult:
Walls: 244
14.
Glass: 0
Walls:
Doors: 0
Glass:
Partitions: 0
Latent
Floors: 0
0
Ceilings: 81
4. INTERNAL HEAT GAIN Sensible
0
Occupants: 0
Latent
Lights: 298
0
Motors: 0
0
Appliances: 0
5. INFILTRATION: Outside air cfm:
6. SUBTOTAL: Space load Sensible
Envelope 624
Less external 0
0
Redistribution 0
7. SUPPLY DUCT
39
8. SUBTOTAL: Space load + supply duct
79
Actual cfm: 39 at supply TD:
9. VENTILATION: Make-up air cfm:
10. RETURNAIR LOAD: Lighting + plenum (net)
11. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
tea•'. . , .
Peak load at Aug 1700 LDT
TD: 18 OF
Mult
Mult: 1.0 Ins.wb 63 OF
14.
Sensible Latent
Walls:
0
Glass:
325
Latent 298 0
0
0
0 0 0
Latent 624 0
0
0
Less external
75
Less transfer
699
20
0 0 0
VENTILATION:
0
HUMIDIFICATION
39
Piping
738 79
HEATING LOAD
13. DESIGN CONDITIONS Mult
Inside: 80 OF Outside: 41 OF TD:
14. TRANSMISSION LOSSES
Walls: 529
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 127
15. INFILTRATION: Outside air cfm:
16. SUBTOTAL: Space load
Envelope 656
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT:
18. VENTILATION: Make-up air cfm:
19. HUMIDIFICATION
Piping
20. RETURN DUCT
21. TOTAL HEATING LOAD ON EQUIPMENT
wrFg tsoft' Right -Suite® Universal 2018 18.0 10 RSU07440
File\CO218093 - Gordon St. Bldg B%CO218093.rup Calc = MN5 Front Door faces: E
0
5,
1.0
39 OF
656
0
656
87
0
0
0
30
773
2018 -Mar -05 13:49:49
Page 7
Right -Suite® Universal 2018 Load Summary Job: CO218092
wrightsoft
RR2
Date: 02/2712018
By:
JHR Consultants
312 Forest lye. Ntomonle Springs. FL
For: Gordon St. Bldg B
400 Gordon St, Bldg B, Sanford, FL 32771
Zone: RR2 COOLING LOAD
1. DESIGN CONDITIONS at Aug 1700 LDT Peak load at Auq 1600 LDTInside: 75 OF Outside: 93 OF TD: 18 F
RH: 46 % MoistDiff: 44.0 gr/Ib Mult: 1.0 Ins.wb 63 OF
Sensible Latent
2. SOLAR RADIATION THROUGH GLASS 0
3. TRANSMISSION GAINS Sensible 325
Walls: 244
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 81
4. INTERNAL HEAT GAIN Sensible Latent 298 0
Occupants: 0 0
Lights: 298
Motors: 0
Appliances: 0 0
5. INFILTRATION: Outside air cfm: 0 0 0
6. SUBTOTAL: Space load Sensible Latent 624 0
Envelope 624 0
Less external 0
Redistribution 0 0
7. SUPPLY DUCT 74
8. SUBTOTAL: Space load + supply duct 698
Actual cfm: 38 at supply TD: 20
9. VENTILATION: Make-up air cfm: 4 75 114
10. RETURN AIR LOAD: Lighting + plenum (net) 0
11. RETURN DUCT 40
12. TOTAL LOADS ON EQUIPMENT 813 193
HEATING LOAD
13. DESIGN CONDITIONS Mult: 1.0
Inside: 80 OF Outside: 41 OF TD: 39 OF
14. TRANSMISSION LOSSES 656
Walls: 529
Glass: 0
Doors: 0
Partitions: 0
Floors: 0
Ceilings: 127
15. INFILTRATION: Outside air cfm: 0 0
16. SUBTOTAL: Space load 656
Envelope 656
Less external 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT: 83
18. VENTILATION: Make-up air cfm: 4 164
19. HUMIDIFICATION 60
Piping 0
20. RETURN DUCT 30
21. TOTAL HEATING LOAD ON EQUIPMENT 993
wrGg htsolTt' Rigftt•Suile® Universal 2018 18.0.10 RSU07440
FileNCO218093 - Gordon Sl. Bldg B%CO218093.rup Calc = MN5 Front Door faces: E
2018 -Mar -05 13:49 49
Page 8
wrightsoft`
Right -Suite® Universal 2018 Load Summary Job: CO218092
RR3
Byte: 02127/2018
JHR Consultants
312 Forest Ave, Altomonte Springs, Fl-
o • •
For: Gordon St. Bldg B
400 Gordon St, Bldg B, Sanford, FL 32771
Zone- OR3; COOLING LOAD' '
1. DESIGN CONDITIONS at Aug 1700 LDT
Inside: 75 OF Outside: 93 OF
RH: 46 % MoistDiff: 44.0 gr/Ib
2. SOLAR RADIATION THROUGH GLASS
3. TRANSMISSION GAINS Sensible
1.0 Ins.wb
Walls: 434
14.
Glass: 0
512
Doors: 0
0
Partitions: 0
Floors: 0
Latent
Ceilings: 78
4. INTERNAL HEAT GAIN Sensible
Ceilings:
Occupants: 0
0
Lights: 298
0
Motors: 0
0
Appliances: , 0
5. INFILTRATION: Outside air cfm:
6. SUBTOTAL: Space load Sensible
Envelope 912
17.
Less external 0
18.
Redistribution 912
7. SUPPLY DUCT
8. SUBTOTAL: Space load + supply duct
20.
Actual cfm: 0 at supply TD:
9. VENTILATION: Make-up air cfm:
10. RETURNAIR LOAD: Lighting + plenum (net)
11. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
Peak load at Jan 0100 LST
TD: 18 OF
Mult: 1.0 Ins.wb
Inside: 80 OF
Sensible
14.
0
512
Latent 298
0
0
5 102
Latent 0
154
154
Ceilings:
0
15.
0
20
0 0
0
1627
0
Less external
0
HEATING -L=OAD
13. DESIGN CONDITIONS Mult:
Inside: 80 OF Outside: 41 OF TD:
14. TRANSMISSION LOSSES
Walls: 796
Glass: 0
Doors: 0
Partitions: 0
Floors: 284
Ceilings: 122
15. INFILTRATION: Outside air cfm:
16. SUBTOTAL: Space load
Envelope 1627
Less external 0
Less transfer 0
Redistribution 1627
17. SUPPLY DUCT:
18. VENTILATION: Make-up air cfm:
19. HUMIDIFICATION
Piping
20. RETURN DUCT
21. TOTAL HEATING LOAD ON EQUIPMENT
10
C,
63 OF
Latent
0
154
0
0
101
1201
426
0
0
0
156
0
0
156
wrightsoft'
2018 -Mar -0513.49:49
Right -Supe® Universal 2018 18.0.10 RSU07440 Page 9
FileXCO218093 - Gordon St. Bldg B%CO218093.rup Calc = M1,15 Front Door faces E
1.0
39 OF
1201
426
0
0
0
156
0
0
156
wrightsoft'
2018 -Mar -0513.49:49
Right -Supe® Universal 2018 18.0.10 RSU07440 Page 9
FileXCO218093 - Gordon St. Bldg B%CO218093.rup Calc = M1,15 Front Door faces E
GENERAL NDTES:
1. THIS PNOOUR HAS 0¢M TESTED. RACY= APPROVED FOR OESINM PRISSUREt 001 TO EXCEED THOSE 910FN N
INE ALLNUBLL W-90 PRESSURE IARE(S)'.
I OP01110M NICIOV6 A RWOR• FASIFTM MUST M PROPERLY WMIED A INSTALLED TO TRANSFER UM IMIS
TO THE STRUCTURE
3. ALL HAIMURE A FASTENERS SHALL BE N ACCORDANCE WITH TAME ORAM M A SMALL NO VARY UNLESS
SFUnCALLY MENTIONED ON THE ORAWNLS SPECIFIED ANCHOR EMBED TO BASE MATERIAL MI LL BE BEYOND WALL
FORSII OR STu00D.
4. 7159 PRODUCT HAS BEEN DESIGNED N ACCORDANCE WIN AND MEETS 11E RECKBRE ENIS OF THE FLORIDA BU1U=
COOS (TBC) INGlIONG MCN V[1OC11Y IORUIFiN[ 20NES ((11NN11QQ)),,
R TI O PBY
COSI
a NON-OgMCf RAZED A IAIST BE 9HIJIlEIED TNM A PLDRIDA CODE APPROVED 9MIEA 1mERE
L ALL BY CODE. 0. ALL AA9101a SECURING PROOIA:f FRAMES 10 PRESSURE TREATED BIIIXS OR MOOD FRAYRIC SHALL DE CAPABLE OF
RESLSNG CORROMM TAU!" RY THE PRESS RE TREATING N1aurALS N THE WOOD.
7. DETERMINE THE POSITIVE A NEGATM. DESIGN t0A05 TO USE WHEN REiFRENCND MESE OOCUMEMS N ACCORDANCE
WITH THE COVFANNG CODE AND GOVUNIS WDND VCLOM. FOR MND LOAD CALLTRATIONS N ACCORDANCE WIN TE
FLORIDA BUILDING COOL A NROCRNWM FACTOR OF XIF s OAS MAY DE APPLIED PER THE /SCE -7 STANDARD.
B. MATERIALS. MIMIC. BUT MOT LOURED 10 STEEL SCiEM, THAT COME IRO CONTACT MATH ODEA DISSWLAR
MATERIALS 9tA L MEET THE REEDULADIEOS OF FLOM BIRONG COOS.
0. TO THE REST OF OUR IOMICI , THE PRODUCT SMW FICTION 6 QUALITY ASSUMED BT A FLORIDA SURE
APPROVED CLRIUYA11010/11A DAIRY A SHALL CE LABELED N ACCORDANCE WITH THE FDC AND THE FLORIDA DEPARTMENT
Or OUSIMM A PRO ESSION& REINWibH SPLQOCAIbNS HESE 01114111243 9100 ALL APPLICABLE ELEVAMK
COVII)MON, INSTALLATION A WISPAIUTM ANAALV56 CONNIRYS AS DETERMINED UMM TE51016 A ENONEERNG
RATIIILLL ANN.VM PRODUCT ASSEMBLY SHALL BE IN AOCORMNCE WITH TNLSE DRAWINGS, THE MANWACTUIM
GLUM ASSURANCE SPCCIFX1TbF6 A TESTING REPORTS
10. CERTIFICATION OF THIS PRO" SHALL 0E CONSIDERED VOD W It 6 INSTALLED WMIDUT A RUM PEW FROM
TAE APPLICABLE LOCAL RIRONC DEPARTMENT! 00 W R 6 INSTALLED WF ANNE OTHER IRAN A UCDm COMM%'=
DO[RIDED WITH NSTNUTgt6 OF THIS ItPE OF PRODUCT.
FRAME ANCHOR REQUIREMENTS TABLE
FRAME & SILL ANCHORS
SEE LOAD TABLES ON SHEET S
OPENING TYPE JAMB TO OPENING MINIMUM
SUBSTRATE) FASTENER TYPE EMBED
MINIMUM
EDGE DIST.
141N. 2X_ WOOD FRAME OR BUCK
WN. GR. 3 & G-0.55) N0. 12 SNS SCREW 13/B' 3/4'
MIN. 16 CA. 33 KS METAL STUD 1/4-20 SEL' TAPPING SCREW FULL 1 '
1/4-20 SEL' TAPPING SCREW ORMIN. 1/B' TW Alb STEER 1/4' THRU-BOLT Fl UL 1n.
p1C-90 CMU T1 1 4- CONCRETE SCREW 1 1/4' 2 1/2-
3000 PSI CONCRETE I'1 1/4- CONCRETE SCREW 1 3/4- 1 2 1/2-
I1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.). ELCO CREIE-FLEX (S.S.). ITW
RANSET/RED HEAD TAPCONS S. OR S.S.) OR HILTI NNAK-CON II (C.S OR S.S.).
A CMU K APPLICABLE AT SIDES ONLY.
CORNER & FRAME END CONSTRUCTION:
FRAAF HEAD / WXFN HEAD 6 SQUARE CIT. BUIIED M SBL FASISH D WITH 4
N0. 12 X 1' 1/B' PPHFT TWE AS FASID10a THROUGH THE SOLE MEMBER IND
THE HEAD MEMBER SCREM SPUMES A SEALED WM SILlDONL
Ni16 4V I CORKER, STILL 6 SCARE 00. BURIED TO SIDE, rASRNED 1!1111 2
0D 12 X 1 1/6' PP10•11K AD rASID1EIS 1HROIIQH THE SIDE MEMBER MD
THE SOL MEMBER SERER SANS A SCALED WITH SWOONL
NORRdltA IRAUF It= MWLtI 6 SOIMRI CUT, OU11ED TD SOL
FAMED WIM 2 N0. 12 X 1 1/6' PRAT TWE AD FASTENERS TNOUGH THE SIDE
MOM 100 THE MULUDN MOM SCREW SPITES A STETTED 111111 SOICONL
DDDR TIIAIMMI Halloo IVR SEE V0104 EI/6. E2/6 A WIL
ODOR - FRAMF LYIRNERO SEE SECTIONS tl/4 L2/6 A U/0.
ODOR erg CMINIIFB• "UHTT1D 1DLS SOMAS CN. BINNED TO THE 9DL SFCRED TO
DTE SIDE YEY UC0ID16476A01ASSEMBLYORSMELL A SEALED WTH CnKM.
DOOR PANEL TDP RAO EARNERS• AT EACH TOP CORNER. THE TOP RAL EID 6
SOIWRE CUR. BUTTED. AND ATTAOED TO THE vOH1CAL STILL DY MEANS OF A 1.094'
LONG WELD GID (HAIINEER PMT 0200-450. 0200-462. OR J200-433} EACH W]D
CIO 6 ATTACHED TO THE VERTICAL SAIL 161116, 100(2) 1/4-20 X 3/4' 1" THAT
PASSER THFIOUGH TE DOOR SRE AMD AM THREADED NO 3/1C TOCK SIM NUI
PLATES. TUE 1NIEASECIION OF EACH MRNER JOINT HAS WELDED USOX: OWI). 1/2-
OVIACCII PWF WED AND ONE(1). 1/4• X 1 I/6' FILLET MED THAT ARE APPLIED 10
GOBI WEBS Nr ilE ttHP RAL
DeDR PAun AATuo,l RAX [ORNIW4 AT EACH 007109 CORNEA. THE BOTTOM RAR. DID
6 SOLNRE CUT. BUIIM AND AITAO® TO THE VERTICAL STEL Or MEAS OF A
I1194' LONG WELD CLIP (KAMNEM PART 0200-4S1 OR 0700-4591 LACH WED CLIP
6 ATTACHED 10 THE VEXICAL SNL URIVG 100(2) 1/4-20 X 3/4- PALMS THAT
PASSED 11010UGH THE DOOR SIRE AND ME 1HRFAOED INTO 3/16' TIMI STEEL Nut
PLACES THE INTERSECTION OF EACH CORER JOINT MAS WEEDED USING NE(1). 1/2*
DIAMETER PLUG TEED AND ONE(1), 1/4' X 1 1/8' FILLET WEED THAT ARE APPLIED 10
BOM NCO6 Or EHE tOP RAt
LL
LL
0
tL ..r7. Z
SEE MULLION END CONNECTION m w alm—
I
DETAILS ON SHEET 2 FOR rAFi7.a-nj.=—
AX.
I Or ON
ANCHOR OUANIITY OPTIONS A"
2'
OR 52 1/2- M 52 1/2- MAX. - 52 1/2- MAX.
4 1/2'
6' MAX. 20*
AX 2- OR 4 1/2- 2. OR 4 1/2-
6' MAX
l—
6T
6
3'
LINO
I I I
ft G1
W
2 I 6772 I / x
si 18- MAX. o MULLION LOAD WIDTH MULLION LOAD WIDTHJ
O.C. AT FIXED (MAX. 577 (MAX. 577
PANEL SIDES WINDOW WINDOW WINDOW
o CENTERUNE CENTERLINE CENTERLINE
n
to
SEE MULLION
AUX. D.L.O. CONNECTION
TYp,) DETAILS ON
SHEEOPTIONSr6-X7
OUANT
Y
FOR
iA
O
2 -
OR
4 1/2'
0
1 1111 1111 I `1111 11111 I ILII ILII
20' O.C.
MAX.
TYP. FRAME ANCHOR EXTERIOR ELEVATION
WHERE SHOWN. SEETRAMULTIPLE FIXED PANEL STORE FRONT ASSEMBLY
REQUIREMENTS
ANCHOR
SCALE: 1/2'--1'-0'
THIS
SHEE
F TABLE' ON HORIZONTAL STACIONG & OVERALL UNIWIDTH IS UNLIMITED. NUMBER OF VERTICALTHISSHEETFOR
PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. REQUIREMENTS. `````,IL a AAAA,• ALLOWABLE DESIGN PRESSURE . P ...... N/ •.
EVALUATION OF THIS PROCIAM a BASED ON APPIUCAMIE STARD1RDS AND/OR SEE LOAD TABLES ON SHEET S Q'4J•'•Ln •~-Sft '
INFORMATION A RIMES FROM AF4UGRIF IIST REPORTS, THE IIODDA IRHInA'G
CODE AER9Dn COMM WM 116 d
LN.
LVALIAIL4N WAS THAT N RNKF. AT 11E EINE
Olt N
T Q
ITE OVER THAT HER OR ADDITIONAL IESRHG COLRaL7[D N H SPRmuCF
PRIOR TD S19" CODE COMPLAHYE 111114 THE STATE. 1HEAHUFACMMRFL SMALL
S Vi7j ;. p H 4 OYl
CDVRRII 111111 THE EVALIWIDN DKINEEL OF RECORD logy MR1T1W6 SPCCF
FIRE -N 6 CUSEM MIIR ALL CUWENT IESWMO. CODES "AVRX•A9LE A•.,Ziy 4y
s1ANDANOL 6 ..... `. bb »..QPO A.
ItitlittleM11 10%v
OP I
2' 06' MAX. WITH TRANSOM MULLION PART /7 OR 8
OR 52 1/2' MAX. 52 1/2' MAX. 84' MAX WITH TRANSOM MULLION PART /5 OR 6 2'
4 1/2' (SEE TRANSOM MULLION END NOTE BELOW)
SEE MULLION END 2' OR 4 1/2' 2' OR 4 1/2' __ 6' yAx.
CONNECTION DETAILS ON 16' MNf.
THIS SHEET FOR ANCHOR 20' MAX. O.C. AT DOOR
OUAWTIIY OPTIONS-----,,. O.C.
I
TRANSOM
6 6
6' MAX.
DOOR
J —
7
CENTERLINE 2' TO 3'
orvN
71
tE
9
8 16' MAX.
FOR DOOR SIZE PRESSURE & \
2 O.C. AT
c
52.1/2' D.L.O. / INFORMATION NOT SHOWN, SEE N pES
6 (•) I DOOR ELEVATIONS ON SHEET 5 g
MULLION LOAD WIDTH Mull N LOADWIDTH
MAX 577 (MAX. 767_
66 6 68 / ,
n 69 0 1 /
m WINDOW WINDOW Ooc
CE
i
NE CENTERUNE
on - I66
6' MAX.
20' D.C.}
YAX. 6' MAX. -- —
2
SEE MULLION END CONNECTIONFRAME ANCHOR WHERE SHOWN.
DETAILS ON THIS SHEET FOR ANCHOR
SEETYP. '
FRAME ANCHOR REOUIREMENTS
IQUANTITYOPTIONSTABLE' ON SHEET 1 FOR
EXTERIOR ELEVATION REQUIREMENIS.
TRANSOM STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (NOTE DOOR SILL ANCHORS INCLUDE
WHENHEN TRANSOM
LIEN NOTE
MULLION PART 05 SCALE: 1/2'-1'-0' 9. TOTAL AT DOUBLE DOORS & 3
W
OR 6 IS USED. MULLION SPAN IS NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. TOTAL AT SINGLE DOORS AS SHOWN.)
LIMITED TO MAX. 84'. WHEN 2) DOORS MAY BE SINGLE OR DOME DOORS.
THREE(3) 3/8' WEDGE/SLEEVE—
TRANSOM MULLION PART 17 OR 8 ANCHORS WITH MIN. 2 1/2' EMBED
IS USED, MULLION SPAN MAY BE
ALLOWABLE DESIGN PRESSURE AND 2 1/2' EDGE DISTANCE
UP TO MAX. 96'. SEE PARTS (GALVANIZED STEEL OR S.S.
DRAWINGS FOR MULLION Pum• SEE LOAD TABLES ON SHEET 5 RAMSET/RED HEAD OYNAROLT. HILTI
KWIK-BOLT 3 OR POWERS RAWL
NOTE: THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION POWER BOLT)
RESISTANCE 5 REOUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN
NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER
INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR
OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FDC.
4_TT_
2' 2'
MULLION END CONNECTION DETAIL
CONNECTION TYPE 'A')
2 ANCHORS EACH SIDE OF MULLION)
MULLION END CONNECTION2DETAIL
CONNECTION TYPE `B")
3 ANCIIORS EACH SIDE OF MULLION)
2' 2'
MULLION END CONNECTION DETAIL
CONNECTION TYPE 'C")
4 ANCHORS EACH SIDE OF MULLION)
4.5'
g \ 5• —i 5' MAX i—
DOOR JAMB/MULLIONS L SILL
MULLION END CONNECTION DETAIL
LAT DOOR SIDE JAMB -MULLION)
NOTE THIS MULLION END CONNECTION IS
EQUIVALENT IN PRESSURE CAPACITY TO
CONNECTION TYPE C'.
SILL
9r.g
a
ENa
t n
O
Z
OF
2'
OR 52 1/2' MAX. —
4 1/2SEE MULLION END
CONNECTION DEVILS ON
SHEET 2 FOR ANCHOR
QUANTITY 0Pf10NS--\
52 1/2' MAX. D.L.O. _
TyP-)
C1
G2
I
1
6 I
52 1/2' MAX.
2' or 4 1/2'
20' MAX. L_
O.C. I
96' MAX. 2'
2 DOOR6' MAX.
CENTERUNE
6 8
1 16' O.0
MAX.. B I-
6' MAX.
I /-Y// I
I
P N1
9 gIV 16' MAX.
S 67 68 2 O.C. AT
0 71 g DOOR
oc SISMMs
SIDES
9
SEE
E294j
1I
I 6' MAX.
J 20' O.C. f, 6' MAX.
1 MAX. fu17_2
SEE MULLION END CONNECTIDN IYP. FRAME ANCHOR WHERE SHOWN.
DETAILS ON SHEET 2 FOR ANCHOR SEE 'FRAME ANCHOR REQUIREMENTS
QUANTITY OPTIONS TABLE' ON SHEEP 1 FOR
REQUIREMENTS.
EXTERIOR ELEVATION (NOTE DOOR SILL ANCHORS INCLUDE
STORE FRONT ASSEMBLY WITH DOORS k NO TRANSOM 9 TOTAL AT DOUBLE DOORS & 3
SCALE: 1/2•-1'-0' TOTAL AT SINGLE DOORS AS SHOWN.)
NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS.
2) DOORS MAY DE SINGLE OR DOUBLE DOORS.
ALLOWABLE DESIGN PRESSURE
SEE LOAD TABLES ON SHEET 5
NOME THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION
RESISTAINCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSIALLED IN
NON -HABITABLE AREAS WHERE TIIE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER
INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR
OVERHANG WHERE-OY THE OVERHANG(OH) RATIO IS EQUAL 70 OR MORE THAN 1.0 PER FBC.
1w Q41 a 01 Z:
II
MULLION LOAD
MAX,
MOTH
s70 t
WINDOW WINDOW
CENTERLINE CENTERUNE
96' MAX. 2'
2 DOOR6' MAX.
CENTERUNE
6 8
1 16' O.0
MAX.. B I-
6' MAX.
I /-Y// I
I
P N1
9 gIV 16' MAX.
S 67 68 2 O.C. AT
0 71 g DOOR
oc SISMMs
SIDES
9
SEE
E294j
1I
I 6' MAX.
J 20' O.C. f, 6' MAX.
1 MAX. fu17_2
SEE MULLION END CONNECTIDN IYP. FRAME ANCHOR WHERE SHOWN.
DETAILS ON SHEET 2 FOR ANCHOR SEE 'FRAME ANCHOR REQUIREMENTS
QUANTITY OPTIONS TABLE' ON SHEEP 1 FOR
REQUIREMENTS.
EXTERIOR ELEVATION (NOTE DOOR SILL ANCHORS INCLUDE
STORE FRONT ASSEMBLY WITH DOORS k NO TRANSOM 9 TOTAL AT DOUBLE DOORS & 3
SCALE: 1/2•-1'-0' TOTAL AT SINGLE DOORS AS SHOWN.)
NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS.
2) DOORS MAY DE SINGLE OR DOUBLE DOORS.
ALLOWABLE DESIGN PRESSURE
SEE LOAD TABLES ON SHEET 5
NOME THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION
RESISTAINCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSIALLED IN
NON -HABITABLE AREAS WHERE TIIE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER
INFILTRATION OR THE UNITS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR
OVERHANG WHERE-OY THE OVERHANG(OH) RATIO IS EQUAL 70 OR MORE THAN 1.0 PER FBC.
1w Q41 a 01 Z:
Zyy
3 or
48 1/16• MAX. WITH WIDE vsI ..s
STILES & RAILS.-+• ' rn+n+
36 1/16' MAX. WITH
96MAX. WITH WIDE STILES & RAILS. NARROW STILES & RAILS 3
72' MAX. WITH NARROW STILES & RAILS
om 1 L2 6
HIEIanrE
6' MAX.
8 '- 6' MAX.
L1 e® 16• MAX. l 16' MAX.
8 B r O.C. I O.C.
g
6' MAX. 6• ma
01 N1 P N1
8
b 8 9 g 16' MAX. -v u, g \ 8 16' MAX.
I3 o; 2 666 6R O.0 AT ccs O.C. AT
69 0 71
r DOOR
n c a10
ISI N
8
SIDES o ,a o 9
SIDES
o W J 9
Icor ssttuc 9 9 Q
37 3/40 UA1c. ci N9F^ Fn D.L.O. WITH WIDE
u i • . . _ STILES & RAILS43 c c
2'
666768 MAX sock!
TYP. FRAME ANCHOR j' .v z TYP. FRAME ANCHOR Qi
3) 3 4 MAX.
28 1/2' MAX. WHERE SHOWN. SEE 1 °D n 69 0 71
WHERE SHOWN. SEE
D.L.O. WITH = a 28 1/2' MAX. oio. D.L.O. WITH WIDE 'FRAME ANCIIOR *FRAME ANCHOR
STILES & RAILS NARROW REQUIREMENTS TABLE" D.LO. WITH At,
STILES & RAILS ON SHEET 1 FOR NARROW
ON SHEET
REQUIREMENTS
OND• ~
zREOUIREMENTS. M STILES & RAILS
REOUIREMDITS. S
NOTE: DOOR SILL 8 / (NOTEDOOR SILL g
ANCHORS INCLUDE ANCHORS INCLUDE 9 Y
6. MAX. 9 TOTAL AT DOUBLE 8•OTAL AT DOUBLE DOORS
DOORS & 3 TOTAL MAX.' & 3 TOTAL AT SINGLE
AT SINGLE DOORS - DOORS AS SHOWY.) v c40- 2•
6' MAX. —j AS SHOWN.) 6' MAX
I z
a
ERIOR ELEVATION Z b{ eiXTE
DOUBLE DOOR ASSEMBLY
EXTERIOR ELEVATION d„
SINGLE DOOR ASSEMBLY
scuE: ,/2•=r-o' sca.E: 1/2•=1'-0'
2
ALLOWABLE PRESSURE _ +/-65 PSFI JALLOWABLE PRESSURE _ +/-65 PSF r38x
3'e
MM' THESE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN ,1LTITTTJ a
NON-HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WAT17t o v
INFILTRATION OR THE UNITS ARE PLSTAIJ.ED AT LOCA71ONS PROTECTED BY A CANOPY OR
OVERHANG WHERE-BY THE OVMIANG(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER FBC. Q i°•tn '•~'•+
y
N
co
6 ti 41
ti
1 1
PPo,•
r,
14441
w
E.
4 - 11
MULLIONLOAD TABLE VERTICIL MULLION LOAD TABLE VERTICAL MULLEIN LOAD TABLE VERTICAL MULLION LOAD TABLE
MULLION A,)(MULLION 'B (MULLION 'C) (MULLION b7
INFORM FIXED PANEL FIXED PANEL VERTICAL MULLION DOOR JAMB VERTICAL MULLION DOOR JAMB VERTICAL MULLION
VERTICAL MULLION 11 REINFORCED WITH SINGLE CHANNEL 11 REINFORCED WITH SINGLE CHANNEL REINFORCED WITH TWO CHANNELS
00 45 53.1 1 611.1 ou
39 613 6511 ao
y 630 660 650
57 45.2 59.1 51.1
60
51 503 6510 651
43 S73 filo 650
39 610 650 650
57 466 65.0 GSA
74 st 54.6 SSA 650
43 612 610 GSA
57 512 6SA 65A
Y sl 593 65.0 610
43 SSD 63.0 6s0
62
57 563 610 65A
sl 610 610 6510
36 57 642 SSA 610
MULLION A' = VERTICAL MULLION BETWEEN FIXED PANELS
WITH NO REINFORCEMENT
B' - VERTICAL MUWON BETWEEN FIXED PANELS
ONE(1) CONTINUOUS STEEL CWWNEL FOR
REINFORCEMENT
MULLION 'C' = VERTICAL MULLION BETWEEN DOORS AND
FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL
FOR REINFORCEMENT.
MULLION '0' = VERTICAL MULLION BETWEEN DOORS AND
FIXED PANLES WITH TWO(2) CONTINUOUS STEEL CHANNELS
FOR REINFORCEMENT.
LOAD TARLE NOTES'
1. IHE LESSER OF THE LOADS DETERMINED FROM THE
MULLION LOAD TABLES AND THE GLASS LDAO TABLE SHALL74
CONTROL FOR THE ASSEMBLED UNIT.
2. ALL LOADS IN THE GLASS LOAD TABLE ARE AS RESTRICTED
BY TESTING AND THE CURRENT ASTM E1300 STANDARD.
3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN
DETERMINED BASED ON THE WEAKEST CONDITION OF USING
THE 1 3/4' WIDE FRAMING MEMBERS. IT IS POSSIBLE THAT
TILE ALLOWABLE LOADS MAY INCREASE WITH USE OF THE 4
1/2' WADE FRAMING MEMBERS. BUT CONSIDERATION OF THIS
INCREASE IS NOT APPLICABLE TO THIS APPROVAL INCREASE
IN MUWON LOADS DUE TO USE OF THE 4 1/2' FRAMING
SHALL BE REVIEWED MID CERTIFIED BY A FLORIDA
ENGINEER UNDER A JOB SPECIFIC APPROVAL.TsA
1233
1
1 120
106
x
00
x
ss
43
36
3
I7
21
57
sl
45
x
33
27
21
G7
51
45
39
33
27
57
Si
45
39
33
27
57
51
45
x
33
57
sl
4s
39
57
11
45
30
37
51
45
57
s1
s7
37.1
422
sot
612
1 610
30.1
317
301
44.1
521
632
650
US
37.4
424
40A
173
6310
26.0
4u
466
3410
616
AD
421
474
513
61.5
452
503
57.5
65.6
466
542
6110
filo
1 512
S"
1 615
50.3
ea"65.0
64.6
SSA
610
610
SSA
63A
6110
650
SSA
6S.0
650
650
610
65.0
650
650
6510
6510
610
610
65.0
6510
650
0&0eS0
6510
6510
650
610
61O
all
6510
634
650
5110
6510
651
65.0
a"
650
6.510
65A
6"
sso
I SSO 1
SSA
fisA
610
GSO
650
650
OSA
610
810
050
650
650
610
650
610
65.0
0
610
6510
610
650
650
6.510
MO
aso
65.0
63.0
6510
650
1631
1 050 1
651
65.0
05.0
85.0
610
6.510
ao
60
no
sso
60
M
82
74
ell
62
56
66 1
Go
54
45
42
x
30
76
72
K
80
54
46
42
x
70 1
72
6G
60
x
46
42
36
57
s1
41
3.3
57
s1
45
57
sl
57
31.6
351
360
430
50.1
38.4
65.0
31.5
333
363
40A
44.4
SOA
37.1
LSA
311
341
46.6
542
61.0
A
512
563
A
363
UA
642
63101
A
650
650
A
G6.0
SSA
642
7510
650
650
650
650
6310
650
6510
1 65A
50
6510
650
611)
610
610
w
6110
ASA
610
6310
vual
650
650
6510
650
650
640
650
610
610
650
610
6510
filo
610
6510
650
6510
6S.0
610
6510
6516
D
6110
6510
610
A
A
610
610
65.0
610
650
123.5
66 233 511 511
60 272 $7.1 60A
S4 30.6 633 63.0
40 342 6510 65.0
42 362 6sA 22
x 46.4 610 650
30 SS.7 650 tSA
24 610 65.0 65.0
120
76 222 40.4 52.2
72 231 49A I
eG 28A s33 60.1
60 20.0 582 654
54 312 650 650
U 648S510 610
42 406 eso 65.0
36 47.7 650 650
311 571 6510 610
24 6610 6110 610
108
76 251 512 s04
72 255 34.4 611
G6 26.6 SL4 6110MUWON603126506310WITH54514no615
48 312 610 651
42 453 Gso 650
x SAA 650 650
l0 63.11 w
24 fico 65.0
650
Gs.O
93
76 27.7 5610 616
72 26.2 a" 650
fit 312 6510 630
60 35.1 610 61.0
54 1 391 Me 650
45 43A GSA 650
42 50.1 filo c10
x 564 650 s -Le
30 610 610 651
ea
76 315 642 610
72 333 6.510 6110
66 363 6110 610
0.04 6.511 65.0
6510 65.0
610 c1a
GSp t50MEMBERS
82
3361 6310LICENSED
d43
63,0 650
no 610
I 654 610
b 321 610 610
42 1 39.6 1 650 854
AIUMA&t
141LSSIOIL
OPTION /4'
TEMPERED PANES
1
1/4' H.S.
ONES
1/4' AN
ONES t
M GLASS SWILL MEET ALL
REOUIREMENIS OF CHAPTER 24
Of THE FLORIDA BUINING CODE GcFRC) INCLUDING ALL
APPU ABLE SAFETY IL
A n E
go
5 OF
a
Z v 27
113
r:
V5.
5.
tow
z
3v
3
A%L%
0%1111111111" LL1"
CIO
P f ••to
M• •..'
3 : F
N
10
y'z Q cr G
2 y Z fhy
1 dA1 C
5 OF
FRAME ANCHORSUBSTRATE BY OTHERS
PER ELEVATIONS i i
1/4' MAX.
IM AT
ANCHOR
k/\-SEE
SEALANTSBY OTHERS
16
EXTERIOR
NG
SHEET 9
ON
SECTION A
SCALE: 1/2 FULL 6
GLAZING
DETAIL 1 ON
3 1SHEET 9 ..
16
x
EXTERIOR / pE'MAAI ON
SHEET 9
SECTION B1
SCALE: 1/2 FULL 6
SEE GLAZING
EXTERIOR .ITA%, DETAIL 2 ON
I I• I 1 % SHEET 9
BY OTHERS
FRAME ANCHOR a
PER ELEVATIONS
SECTION Cl
SCALE: 1/2 FULL 6
EGIVING
DETAILDETTAIL 4 ON
EXTERIORr \
SHEET 9
15 \-LLVL- %`-SEE GLAZING
DETAIL 1 ON
SHEET 9
SECTION 02
SCALE: 1/2 FULL 6
SEE GLAZING
DETAd 4 ON
EXTERIOR -
SHEEP 9
1/4' MAX. SEALANTS'
SHIM AT CACTI BY OTHERS
ANCHOR
E BY OTHERS
FRAME ANCHOR
PER ELEVATIONS
SECTION c2
SCALE: 1/2 FULL 6
x
7 1/4' MAX.
SHIM AT EACH
ANCHOR
BSTRATE EIY OTHERS
FRAME ANCHOR
PER ELEVATIONS BY OTHERS
1/4' MAX.
SHIM AT EACH
ANCHOR
BY OTHERS ^
x
ra
u
2 7 x
EXTERIOR \ "-SEE GLAZING
DETAIL 2 ON
SHEET 9
ISECTIOND
SCALE: 1/2 FULL 6
aA2INc
DETAIL 7 ON
SHEET 9
EXTERIOR _ _ _
v u A,.
GLAZING
DETAIL 9 ON C,•• ••
SHEET 9•••••
N Y°.•.;V 2.: s Stt
e
u
w a O. z: SCALE -
SECTION
6
yco
100011p0sss``:
N
6 - 11
ill IfEXTERIOR /
V u1
SI
SECTION E2
SCALE 1/2 FULL 7
i rim
DETAIL 7 ON
SHEET 9
EXTERIOR
A/JNG U
6 ON
9
SECTION E3
SCALE 1/2 FULL 7
1/4' MAX.
SHIM AT EACH —I
ANCHOR
BY OTHERS I
FRAME ANCHOR,
PER ELEVATIONS
SEE GLAZING
DETAIL 1 OR
5 ON SHEET
9
1/4' MAX. SHIM AT 2A 20
co
EACH ANCHOR REQUIRED
2 ONLY WITH
SUBSTRATE MUWON 'B'
SEE GIAZWBYOTHERS G GLAZING
RED ONLY
MULLION 'B'
SEE GLAZING
DETAIL 2 ON
SHEET 9
1
SECTION12
SCALE: 1/2 FULL
SECTION
SCALE 1/2 FULL 7
J0 SEE GLAZING
SHEET 9
1
SECTION X ExTT7tNOR
SCALE 1/2 FULL 1
I 1/4' MAX. SHIM AT Z [1a 2i
A T— EACH ANCHOR
DETAIL 2ON
EtH,
TAIL 6 ON
SHEET 9 DETAIL 1 OR EEP 95ONSHEET
9
fi } fi
13 EXTERIOR
1s
FRAME ANCHOR
PER ELEVATIONS SEAIANTS BY OTHERS SECTION G1
SECTION f1 SCALE: 1/2 FULL Q,.J
SCALE 1/2 FULL 7
15
EXTERIOR
0
9
REQUIRED ONLY
REQUIR D ONLY
YDIH MULLION W
WITH MULLION
SECTION H
SCALE: 1/2 FULL 7
7 - 11
it I1111117A' 3Qi 3
jAPf0 M •'
tii
3
coEFRAMC3 a ofzc Z
y
SPR
ANCHOR ,0101 0`,
13R ELEVATIONS
TS
BySECTIONOTHERS 1 41 FESCALE: 1/2 FULL 7
7 - 11
FRAME ANCHOR SUBSTRATE
BANCHOR
FRAME ANCHOR -
PER ELEVATIONS OTHERS PER ELEVATIONS
1/4• MAX. /
IEACH
ANCH
BY OTHERS
BY OTHERS
SECTION 4Z
SCALE: 1/2 FULL\,V
SFE GLAZING /
DSH 9 ON \
SEE GLAZING / /
1 DEFAIL 8 ON SECTIONSHEET9
SCALE- 1/2 FULL 8
FRAME ANCHOR SUE
WO7RPER ELEVATIONS
BY
SEE GLAZING
DETAIL 8 ON
46
SHEET
97 ( 1
SUBSTRATE BY OTHERS \ /
FRAME ANCHOR
PER ELEVATIONS SECTIONt3
SCALE: 1/2 FULL
FULL
E BY OTHERS
1/4' MAX.
SIIIM AT EACH
ANCHOR
E BY OTHERS
1/4' MAX.
SHIM AT
EACH ANCHOR
1/4' MAX.
SHIM AT EACH I^ FPAME WIDTH (F.W.) --.
ANCHOR I FRAME ANCHOR PER ELEVATIONS
a
13 SEE GLAZING
DETAIL 8 N 8
4 SHEET 9
63
gg
1
SUBSTRATE
B4
EXTERIOR
BY OTHERS
SECTIONSEMANIS Nl I
BY OTHERS SCALE 1/2 FULL 8 ;
BUTT HINGE CONDITION)
1/4' MAX. I
SHIM AT EACH -- F— FRAME WIDTH (F.W.) iANCHORIFRAMEANCHORPERELEVATIONS
I
SEE GLA2 No I
13
4 DETAIL B ON i
SHEET 9 1 1
im ID
SUBSTRATE
63
EXTERIOR
BY OTHERS SECTION
SEAlAN1S
BY OTHERS SCALE: 1/2 FULL 8
GEAR HINGE CONDRION)
co
Ot Z
iys 6 0
t#o
it5
11
1/4' MAX.
SHIM AT EACH FRAME WIDTH (F.W.) —
ANCHOR —,-I FRAME ANCHOR PER ELEVATIONS
SEE GLAZU4
4 DETAIL BON
THIS SHEET
6 -
1163
CIO `
CI /
EXTERIOR
SUBSTRATE 6 O SECTION N3
SU
OTHERS
BY OTHERS
SEF GLAZING
DETAIL 8 ON
THIS SHEET
SEE GLAZING
DETAIL 8 ON
THUS SHEET -
mil Irm
SECTION s
SCALE: 1/2 FULL 9
1/4' MAX. SHIM AT I L FR/WE WIDTH (F.W.) EACH ANCHOR
FRAME ANCHOR PER ELEVATIONS
SUBSTRATE
13BYOTHERS
40 41 4 43 SEE GLAZING
DETAIL 8 ON
81 THUS SHEET
INACTIVE ACTIVE 1 1
EXTERIOR
cml I)
SECTION p
SCALE: 1/2 FULL \jj SEALANTS—
BY OTHERS
PIVOT HINGE CONDITION)
SEE GLASS
59 OPTIONS BELOW
9
EXTERIOR 3 IS
5/8' MIN. BITE75% SETTING BLOCK
AS REQUIRED
GLAZING DETAIL 1
SCALE 1/2 FULL
rA
SEE GLASS
I OPTIONS BELOW
59
L 2
5/8' MIN. SITE SETTING BLOCK
AS REOUIRED
GLAZING DETAIL -2
SCALE: 1/2 FULL
IxrrJvoR a
5/8' MIN. BILE
SEE GLASS
OPTIONS BELOW
SEE GLASS
EXTERIOR 59 r.1r
OPTIONS BELOW
5/8' MiN:.BRE
16
slwC
16 L
Vy l
I
DOW 995 SILICONE SETTIIG BLOCK AS REQUIRED
C E
SEND
OF
GLAZING DETAIL 4
SCALE: 1/2 FULL
SEE GLASS
OPHONS BELOW
t4w5/8'
GLAZING DETAIL 5 CONE
SCALE: 1/2 FULL SEALANT
USED ONLY AT SHALLOW TO SHALLOW
POCKET GLAZING.
DETAIEE
GLA
L BZINGONZ!
56
36 3 THIS SHEET
l
1
SECTION R
EXTERIOR
SCALE: 1/2 FULL 9
59 SEE GLASS
OPTIONS BELOW
EXTERIOR 18
5/8' MIN. SITE 4
GLAZING DETAIL 6
SCALE: 1/2 FULL
SEE PASS
I—A t OPTIONS BELOW
7/8' GIN. SITE
DOW 995 SIUCONE-J \-DOW 995
AT EACH END OF SILICONE SEALANT
GLASS S10P SETTING BLOCK
AS REQUIRED
AZING DETAIL 7 ,11111111
SCALE: 1/2 FULL
59 r13FIXEDPANELGLASSOP1K)NS 60 1/4' TEMPERED GLASS
GLASS OPTION 1: 1' THICK I.G. GLASS WITH 1/4' ANNEALED PANES EXTERIOR
GLASS OPTION 2: 1' THICK I.G. GLASS WITH 1/4' TEMPERED PANES 51
SEE 'GLASS LOAD TABLE' ON SHEET 5 FOR GLASS LOAD 1/2'MIN' SITE
SETTING BLOCK REQUIREMENTS. 6 3 38940
AS REQUIRED NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF TIIE FLORIDA
DOW 995 SILICONE -I BUILDING CODE (FOC) LUCLUDING ALL APPLICABLE SAFETY SETTING BLOCK 414 43 44 45
AT EACH END OF REQUIREMENTS. AS REQUIRED 494 4849
GLASS STOP GLAZING DETAIL 3
SCALE: 1/2 FURL Z DETAIL
SCALE 1 2 FULL of
4.452 -i -- 4.500 --i' 4.500 - I I - 4.452 I
fill F2.07700.0942.00 _-
1
2.000FL n 2.000 5
0.080 - L r0.080 0 080 0.80
4.452 --I
O1 FRAME HEAD ®2MULLIONBILJAMBOR 2MU SILL.
ION
JAMB OR O 2M HORIZONTAL O DOOR TRANSOM MULLIONION (UMITED TO 84- SPAN)
F- 2.000 --
0.0 I
4500
REMOVE
THIS AREA
AT
TRANSOMS
O4 OPEN BACK DOOR
JAMB/MULLION
I-- 4.452
0.188 T0.125
O DOOR TRANSOM MULUON
USED WITH SPANS UP TO 967
3.786 --{
I
0.080 -I
I
1 h SILL INSERT
4.150
0580
3.590
0Lr
080
POCKET
FILLER
15
4.452 ---I
2.000
0.125 0.188
DOOR TRANSOM MULLION
USED WITH SPANS UP TO 967
3.590
0.080
12 PERIMETER FILLER
T
I0.062 1.218
1.553
1
GLASS STOP16
3.590-
0.080
590
0.080
13 FLAT FILLER _
I- 48
4.875 4-4
0.893 I 1.750
19 f=1 ACS
0.094
POCKET
DENSION 20 HIGH PERFORMANCE
FLASHING
0.090
0.050I
3.650 17 TRANSOM
0.125
0.125 GLASS STOP
1.484
0.156
1.484
0.094
0 1446!
21 TRANSOM MULLION &DOOR '
HEAD END SHEAR BLOCK .0
USED WH PART /5) 22 TRANSOM MULLION & DOOR
4000
HEAD END SHEAR BLOCK
USED VATH PART 17)
1.125F K.125 O125
24 TRANSOM MULLION do
DOOR HEAD END CUP
USED WITH PART /B)
4.125
0.935 0.120
28 STEEL REINF.
Fo.550
j 1.050
2.375
L
18 POCKINSERTET
4.150
0.718 0.125
23 TRANSOM MULLION do
DOOR HEAD END CLIP
USED WITH PART /6)
4.188
1.000 0.135
2g STEEL REINF.
I--- 4.452 ---
0.125 2.000
0.090
DOOR TRANSOM MULLION
UMITED TO 84- SPAN)
4.406 -- j
n 10 4 1/2" SIDE
4.452 j 4.500
MULLIONR HALFT
0•080 I 3.549
12.000
0.094
LL1
0.094-
4.406
094-
4.406
4 1/2" SIDE JAMB OF
VERT. MULLION HALF
W/GLAZING POCKET
Fo-=
4.000
32 DOOR JAMB MULLION END CONNECTION ANGLE
I
1.313O O O
4.500 i 4500 2.00D
3.826
0.562
0.135
STEEL REINF.
4.250
1.375 0.125
31 DOOR JAMB MULL END
CONNECTOR CUP
1
moo
4.500
zzc3Wi
X Q 0, fO
Mhz
r 0.125
0.500
I- -- 4.000 T
33 DOOR THRESHOLD
1- 2.000 -1
0.0620.
094IF==
11.062
34 SAM II DOOR STOP
2.000 --1
0.625
0.125
35 LCN DOOR STOP
2.000 --1
T
7501
0.125
3g CO NUOUS HINGE
DOOR LEf190(190
NARROW STILE)
0.125 I11.750
1
3.500 --I
36 BEVELED & PIVOT
HINGE DOOR ST1LE
350 WIDE STILFa
ALSO SINGLE DOOR LOCK SME)
F- 3.563
E 0.125
@I DOOR
MEETING STILE (35
IA Yi _ 1
2.125 --I
T
750
0.,25
wm ruAa 0Q1 Ina
OONSEAI/n )IDD 0m Own OORO m 'm
CONSEAM NO on KLVU PAMW OW T
ROO 001 DCNLE ,1f160N 20n 1.724 I 3.688
DytgA,tD )IOD Dor aEVNt KAt/1u11 1106 0.125
orw+<AD eors EAIm DDDR cDsa or tANNFEl OR 1011
SM OM anso m NOIII011 2.250
mI oN llwl mrrt or twwm
0.125
N
MO. ID t 1 1 4• SS SCNE1 2 PEN CW
N0. lot 1 Si scm, 4 POI tV
1n 10 1 S ss amt 0 PQ Sfo I 0
Na to t r ss saR s Pol StDP
sw s R "" °M s' • 1AML D't NARROW STILE)
F T
750
1
F- 2.125 -I
37 BEVELED & PIVOT
HINGE DOOR STILE
190 NARROW STILE)
3.375 -i
1.750
0.125
38 CONTINUOUS HINGE
DOOR STILE (350
WIDE STILE)
ALSO SINGLE DOOR LOCK S11LE)
F- 2.,88
T
1.750
1 0.125
41 INACD& DOOR
p E G LE-LM
NARROWS EILEISILEI
3.500 -I
750L=012j51
42 ACTNE DOOR MEETING
SLE (350 WIDEWIDE LE)
0.125
1.724
0.125
3.875 &250
7.500
48 DOOR BOTTOM
RAIL (190
NARROW STILE)
0.866 "
49 DOOR
J. o• CROSS RAI
46 LCN DOOR TOP 47 DOOR BOTTOM
RAIL (350 WIDE RAIL (350 WIDE
STILE SM
0.050
5t DOOR
GLASS STOP
0.094
7.125
go
zoo
wl n
P4 o^
Com=
44
of 11
moa GOTM ML yio tm3-n AIlOR11N 43 DOOR
MEETING STILE (190
1,724 NARROW STILE)
0.125 3.500
1.724 --
1 -
44 DOOR TOP RAIL
i350 WIDE STILE)
013 DOOR DOSS RAA 60Li-n ulAm1UY
los RNA 000t wD3-n Aluvaull
DDDR nAss SW
UES An
070 D" WAIIEMIWFW.. ALOIIN
7m OOOR WrW SWOP ASDWT
400 ASMI" R2A1MOMPPM VlJOID
074 K04 -M now
S[) COOK WA1NOW LION
NYIWAIE
1 CONLI40M CUR HM W 1 ION
212 SM IDM.[ 3 PEA PANEMI W k'ZM
322 n O11SR MOI m Kamm
1 331 NTUDX IlE orlsEr nwt fff KW =
m 321 MI Rm101 O11SE2 MOI a FAWN=
Imo -V ffl Ina Rr AWNS -NM APPUCM E MM Iso
m tA NEUwmruAa0Q1Ina
OONSEAI/n )IDD 0m Own OORO m 'm
CONSEAM NO on KLVU PAMW OW T
ROO 001 DCNLE ,1f160N 20n 1.724 I 3.688
DytgA,tD )IOD Dor aEVNt KAt/1u11 1106 0.125
orw+<AD eors EAIm DDDR cDsa or tANNFEl OR 1011
SM OM anso m NOIII011 2.250
mI oN llwl mrrt or twwm
0.125
N
MO. ID t 1 1 4• SS SCNE1 2 PEN CW
N0. lot 1 Si scm, 4 POI tV
1n 10 1 S ss amt 0 PQ Sfo I 0
Na to t r ss saR s Pol StDP
sw s R "" °M s' • 1AML D't NARROW STILE)
F T
750
1
F- 2.125 -I
37 BEVELED & PIVOT
HINGE DOOR STILE
190 NARROW STILE)
3.375 -i
1.750
0.125
38 CONTINUOUS HINGE
DOOR STILE (350
WIDE STILE)
ALSO SINGLE DOOR LOCK S11LE)
F- 2.,88
T
1.750
1 0.125
41 INACD& DOOR
p E G LE-LM
NARROWS EILEISILEI
3.500 -I
750L=012j51
42 ACTNE DOOR MEETING
SLE (350 WIDEWIDE LE)
0.125
1.724
0.125
3.875 &250
7.500
48 DOOR BOTTOM
RAIL (190
NARROW STILE)
0.866 "
49 DOOR
J. o• CROSS RAI
46 LCN DOOR TOP 47 DOOR BOTTOM
RAIL (350 WIDE RAIL (350 WIDE
STILE SM
0.050
5t DOOR
GLASS STOP
0.094
7.125
go
zoo
wl n
P4 o^
Com=
44
of 11
750-
1
ui
d
W
V
Y.axT.Tr,e.awT
OOOtR/Ym sOGI'OIIW wY0a.0.t.Yf ttY'100
f1faL•IY 44 W a Rf 4KIO9
I
y,• O O 1
Ile.ofew
tlltllJlll'
N H. Do(o' jQ••ea.e.....OA.
c IV •• ' '1
No. TT68
fir• *_
STATE OF S.
OR
n IOaRRWPlM,AfIM - +
1•..o„I.P.1.-.» i NAL1patelRCPfM110tMf
IOAOYIa P•HH W!K - 'llll„I t1 1olcaa1la....F.a..
m
I I..O IP
lufea
REQUIRED
PowWnW WENT" IrAoeol KNEWALHunwoN
TWW w
N
oyEaT.
we
m01
q0TAW a41? ar
W -WNO
onetNneer sr a•
KO
oVd
IIeUo ar O
if0
sYYra
or Wfleet
Iso
p/ feaTALLma.n.YM /OII 1
eR.auT AITAOYDIf 10 timIM.ePlnAlfl.w.m
MTEA P CMI. _ _.— iONO .
97t01Cnv" 91m
doom ORA0810. CIA001
3SO
700 +• _ D1 R.108
570
F U,
SEE SHEET 2 FOR NOTES
12.766-- i F -
LtY
A>tf aa• RA R lF IJIm
1 FYtAp A QUIDE ATTAQI ATf I itim 1 DY
IWIF-10 CS
p. •N aa.ol..fer
o .mcoTwc.ne.leal
RYOIeDLTD E NYtDOMItDFPV.Ya! aria Oa
OteW
IY ALL OOI.pdNn W"La ••.
FM-MXN IEELYALNIWMD.AR RAMA WAI®
1 •• • • OIfOOG Wf
RRAaIYAAtlOY
t;
laF • •.
1
r
tfm
r
1
10Y1/ —.•I .
r RP.FIAo.gC tOIo1l1r.N.M.Oa..oa
1 Olre. rn bYr.... weese Aul
o
11A)
I.OI r .-
rowee"m
r
1• oaf.11 ridSEw
tmna E
IO.ownf ranrofuwfeflw
r
e. ap 92W
n4'lL.0fL41
N OA. CURTAN PANEL DETA0.A
AMU AM OR FD L11C COATCO OTEM
PRNAWMD WITH FULL CMT OF PAWER AND
BAKED SLICONIZED POLYESTER FOMN COAT
NAEpOIMERMnAR aFEOF1ED ARE N IMCW . TOLAAWCES UMD.ELOW. unrr.Ilo
ORJ.'dAl FRACMM AMUM IOLOOIAAtMRS -••tea
lour
xm -raw .Ams .0.0100 UNDER 0301 BECKY NELSON
xJ001 .AD009•
D301.060) •
orslu
Y„ DON MILLS
OVER CAW :YEN "'-----
Idea lo.e.a.r4wa.1
ui'
rmA.
r.
rlwlAnr..w
JANUS INTERNATIONAL CORPORATION
136 JANUS INTERNATIONAL BLVD TEMPLE, CIA 30178
77060240001FaT 770.002.2204
m 2014 Jane Nf MadmJ GapnaOanA@ Rjdxe Ref -
CERTIFIED WIND LOAD RATED
28 GA SERIES 3100 DOOR ASSEMBLY
1a1a3 MAX. SIZE /8'-0• X 2O•-0'
a1o3 17— T1004 E
tata0 "^" NONE •faA 1 2
FIA
A
1"— •11r wS'
wv'
miu
O V OG M,1t
r
M,Ar
M . wtC101Ai ARAD,
rnfuD,sw
MTI OD•OlWlr ATAlTADMCODMfID
RnbDA1W
VtUA lMe.ud,s,ADNf oorw
r tw
PNMlpGU101y
r
omAN
tNnl.Deealu
w1,t10t1DMwODOM
APrtOI,O,
d 0l7
Tt•MtM vt•lIIM • ! , •'
t •
N•MMM
N.110OV1 MalMAN MTAN N.,,OrVI
TM•wM R•tOM
12-Amt•TenAam,Amcmea
P-901. aw IMDm
949BS M
t. MIIIDILV DDDI1 f17101DDOOm MAO1MMMC[tlMM MtMDODMDODDlpq AAD
IWAn0AOMA1aMeM ARIOU
FAIIMDIDIIDDDep
YTtp/C1IOM
IMA
A IW AMTANOMMMLD0NWIKD[RYMeDMAD1011M11K111IM IICIIRM IYDr M
dmLDN
CMwIODCm100MIMOr101400A/MmDWII D& OwM/MMe 0=. VK OFDMAMADIIQMIMrICI01IINMMrMCMMIwMMOrxYO,DODD NOr1CT tDO M
lledCMOCA110n
i 11000IAd1 DDOtMAIIiWpp[tytttttL7lfyA®It01gmMIKPD01/TAIIC.N NWSM
lref1YN,Me>JrA10A1MLDW A 1010 WOT NOW A 10ODM7 AMP W&ITKVAft tOMAe
MOMN arloo. A Ref LOOM IS X OLUNLM0 PAS IM USM
Keg110t0 'U or
1 TAO I0.6 FM rODW OrpOW&i U K KTrMOM M APAW11404L 040[DI, WSW
AM'IYwI,Tt t MerA ODID1 DImr TO OONI WT U Mtmeimm MD/CM MMD
MftlDt,— MOQIDI,DADto TN WAR) DOntD,D
NOIDOOlDMDWOMM4MMPMMneeD"A.e OUCH M"AADV Wdit
rDOtDMDw NWlDAgo, CKODMYIARAO1g111,7or OMODpeDNClmm m1Rmr
e7AM07m1MDVAM.
A11MSOgI11VLKIp0111f00t OIAI/mwODN4I*ASA A&
IGMIMY/
1Itt01CAi101D
NR1T wlo44twuDMorsRDODa.uca.aalmurwAl, NMK I+s
l OOORf OW/ODNpOmmlMlOotIIOMMimpAT Ili OTOwp M011101t
tM IOItIA,011An[1m M11lKO4rAM}eD01 eTAMritee /I[a MMA1DOAYrIOte7IMW/MtrOm
De1s, 7AI®aearoaDTURIDueMA olcr.NeRerKranwrn Mnl.ratnma
nMlnl AnAOsprmrMO40t0.Dw newtoe laosaceATTADMonmwa
I A1mO MOT= A. lIOIpMOM110,Dd OOb t0/ eRltwt 711180 Rpt
L IOMOtDMWOwT,I/l41rD410A,O.)MMIMMPAULNE ICAIORONWTObLW4P.MM 1DWKwtermIL C1mDl17NgICt10G1s•oauutTwR/v ma nato.wooMrtDemrnwe
uoua 10arAIrADMorttwm10mKDNrnpMlmA,nroaM rora M,WIeYOrM
A+77raM„Auoto.aea a••r.r•r.
t`,N H' • U
o gQ ,•.........
N
Dy•'•.GENsi
No. 7781
v 's RTATF n
I,,, f Oron•nnttaoMn
snuswDu.w- I
EEL OwpMlttM OtT
1
Pwq TMOYfN IOVISCONI0O 1
lVlw,Wt W1QYL
vtmut DrMrAN i
1DMD1nARYtM1tADtfY. wlMttAW NID f
MIAMR WHIG wKUACOYf1O i
mamOMn,mu 117
MMIfAtiOlww0111u
LMtI.1TW • M,MMMI tOi.MO4P
MDM•r
I,MtMN1YAtD01M
7
s
ALLOWABLE TRANSVERSE DESIGN WIND LOADS
MAX I MAX
DOOR DOOI
IIKEedOf11EDW6l DIEflEDDIMrt1QT0MlA1,r WD101A. TOLrWNGrl Lm1=l OElOW. srv,wD
etrnlAt rRoclo Me AMmes teteDuuerw 4,n
e.
t
Iuot ./ODOR' vInr .710 UNDER DMI : OEGfY NEL60N 141407
0251-0.500 :U0 WNWALS W1-00
OVER 0300 :
A.,.wADOONMRLS 14143
wY ialb+ v
rMMMeMVAtw
mO4wg4wRt
wtw uNtuntDpMw 1r
tim •
JANUS INTERNATIONAL CORPORATION
133 JANUS WERNATIOML BLVD TEMPLE, OA 70178
770662-2&WFU 77030242M
m 2011 JDnW UUMO W QMCMIM Al R11” RDKnDO
CERTIFIED WIND LOAD RATED
28 OA SERIES 3100 DOOR ASSEMBLY
MAX. SIZE IV-V X W4r
T1004 E