343 Gordon St - BC04-001072 (NEW INDUSTRIAL) DOCUMENTS (2)PERMIT ADDRESS tf $ C7111giM !!Ek
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CONTRACTOR
ADDRESS
PHONE NUMBER _
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
0
SUBDIVISION
PERMIT # eyl!w2. DATE aft*
PERMIT DESCRIPTION 0"i g xmkmh44
PERMIT VALUATION 77%66
SQUARE FOOTAGE S4000
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DATE:
PERMIT #:
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW INDUSTRIAL BUILDING ****
10/05/04
04-1072
ADDRESS: 343 Gordon St.
CONTRACTOR: Delphini Construction
PHONE #: 407-830-7447
z
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After, your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering )i1i0use
OPublic Or
ElUtilities
O Fire
OZoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
1
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW INDUSTRIAL BUILDING ****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
10/05/04
04-1072
343 Gordon St.
Delphini Construction
407-830-7447
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEunineering OFirea/'?/olicWorksDMyno)5 OZoning
OUtilities OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
1 o
CERTIFCATE OF OCCUPANCY V)
REQUEST FOR FINAL INSPECTIOINF a
NEW INDUSTRIAL BUILDING
DATE: 10/OS/04 N E
PERMIT #: '04-1072 n N m
aADDRESS: 343 Gordon St. WW
V U
CONTRACTOR: Delphini Construction
PHONE #: 407-830-7447
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
OPublic Works
O Fire ble
OZoning
tilities772't.,,..,OLicensing
c G re&1t9lo9'
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
Location ID . . . . . . . 261275
Parcel Number . . . . . 27.19.30.504-0000-0080
Alternate location ID . .
Location address . . . . . 343
Primary related party . .
Type options, press Enter.
5=View detail
Opt Description
PLANNING & ZONING COMMENT
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
GORDON ST
Free -form information
DELPHINI OFFICE/WAREHOUSE
SW DEV FEE $2125.00 WA DEV
PD 2-16-04 SEE REC#6418
F2 Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
COMPLEX
FEE $812.50
10/08/04
08:33:26
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW INDUSTRIAL BUILDING ****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
10/05/04
04-1072
343 Gordon St.
Delphini Construction
407-830-7447
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEngineering
OPublic Works
OUtilities
O Fire
onin S-
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
O.M.B. No. 3067-0077
Expires December 31, 200:
ELEVATION CERTIFICATE
Read the instructions on pages 1- 7. -
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
AERO #8 INDUSTRIAL PARK. LLC
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number
r 343 GORDON,STREET
STATE ZIP
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 8, GORDON SUBDIVISION, PLAT BOOK 56, PAGES 47 & 48, SEMINOLE COUNTY, FLORIDA
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
COMMERCIAL (WAREHOUSE)
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
or ##.##;rM ) NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
131. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) 9" AO, use depth of flooding)
1211700045 E 4/17/95 4/17195 W WA
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile FIRM Community Determined Other (Describe):,..:
B11. Indicate the elevation datum used for the BFE in B9: NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)Z * Yes No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Constriction Drawings' Building Under Construction' N Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD 1929 Conversion/Comments NONE
Elevation reference mark used SEMINOLECO Does the elevation reference mark used appear on the FIRM? Yes N No
o a) Top of bottom floor (including basement or enclosure)
o b) Top of next higher floor N/A . _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m)
00
o d) Attached garage (top of slab) WA. _ft.(m) Eg
o e) Lowest elevation of machinery and/or equipt
w
menb
servicing
the building (Describe in a Comments area) WA . _ft.(m) E m o
f) Lowest adjacent (finished) grade (LAG) 34. 1ft.(m) i o g)
Highest adjacent (finished) grade (HAG) 34. 7 ft.(m) o h)
No. of permanent openings (flood vents) within 1 ft. above adjacent grade WA g J o
Q
Total area of all permanent openings (flood vents) in C3.11 N/A sq. in. (sq. cm) SECTION D -
SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification
is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. certify that
the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand
that any false statement may be punishable by fine or imprisonment under 16 U. S. Code, Section 1001. CERTIFIERS NAME
JAMES W. SCOTT LICENSE NUMBER #4801 TITLE LAND
SURVEYOR COMPANY NAME GRUSENMEYER-SCOTT & ASSOC ADDRESS CITY
STATE ZIP CODE 5400 EAST
COLONIAL DRIVE ORLANDO FL 32807 SIGNATURE ! _ , DATE
TELEPHONE 10/15/
04 407-277-3232 FEMA Form
81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these
BUILDING STREET ADDRES
343 GORDON STREET
CITY
SANFORD
the corresponding information from Section A.
Induding Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
STATE
FL
ZIP CODE
32T71
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVcompany, and (3) building owner.
COMMENTS
For Insurance Company Use:
Policy Number
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMMssued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
Check here if attachments
The local officia:,who is authorized bylaw or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete th1Oapplicade item(s) and sign below.
G1. :The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. The following inform; ion (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED
G7. This permit has been issued for: New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
JAMES W. SCOTT, P.L.S. THOMAS X. GRUSENMEYER,
P.L.S.
October 15, 2004
City of Sanford Building Division
P.O. Box 1788
Sanford, FL 32772-1788
RE. Lot 8, Gordon Subdivision, Plat Book 56, Pages 47 & 48, Seminole County, Florida
333, 343, 353, 363 and 373 Gordon Street
To Whom It May Concern:
The finished floor elevation of the 5 warehouse structures located on Lot 8, Gordon Subdivision, meets or
exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7 (a).
yy '
Sincerely,
ames W."Scott
Icb
Orange, Seminole & Osceola COUnIiCS * 5400 Easi Colonial Drive * Orlando, Florida 32807 * Phone: 407-277-3232 * Pas: 407-638-1436.
CoPv
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Read the instructions on pages 1- 7.
O.M.B. No. 3067-0077
Expires December 31, 200;
SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
AERO #8 INDUSTRIAL PARK, LLC
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
343 GORDON STREET
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 8, GORDON SUBDIVISION, PLAT BOOK 56, PAGES 47 & 48, SEMINOLE COUNTY, FLORIDA
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
COMMERCIAL (WAREHOUSE)
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type):
or ##.fly) NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER BZ COUNTY NAME B3. STATE
CITY OF SANFORD 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of lboding)
12117CO045 E 4/17M 4117195 W NA
B10. Indicate the source of the Base Flood Elevation (BFE)'data or base flood depth entered in B9.
FIS Profile FIRM Community Determined Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
M. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/AIA30, AR/AH, ARIAO
Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD 1929 Conversion(Comments NONE
Elevation reference mark used SEMINOLECO Does the elevation reference mark used appear on the FIRM? Yes ® No '
o a) Top of bottom floor (including basement or enclosure) 35. - 1 ft.(m)
o b) Top of next higher floor NIA. _ft.(m) a
o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) z•'. , ° r "
o d) Attached garage (top of slab) NA. _ft.(m) E
o e) Lowest elevation of machinery and/or equipment
w
d - tc.•X . c * '
servicing the building (Describe in a Comments area) WA. _ft.(m) E M 12-;",.,. ",L'G%t ;•'
o f) Lowest adjacent (finished) grade (LAG) 34.1 fL(m). z .
o g) Highest adjacent (finished) grade (HAG) 34. 7 ft.(m)
a
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NIA J
o i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME JAMES W. SCOTT LICENSE NUMBER t14801
TITLE LAND SURVEYOR COMPANY NAME GRUSENMEYER-SCOTT & ASSOC
ADDRESS CITY STATE ZIP CODE
5400 EAST COLONIAL DRIVE ORLANDO FL 32807
SIGNATURE DATE TELEPHONE
10/15/04 407-277-3232
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the correspond is information from Section A.
Apt, Unit, Suite, and/or Bldg. No.) OR P.O.
343 GORDON STREET
CITY
SANFORD
STATE
FL
ZIP CODE
32771
SECTION D - SURVEYC `., ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community of.-- 1, (2) insurance agent1company, and (3) building owner.
COMMENTS
SECTION E - BUILDING ELEVATION INFOR v ATION (SU
For Insurance Company Use:
Poky Number
NOT REQUIRED) FOR ZONE AO AND ZONE A
Check here if attachments
k#1+UAI m MLL%
For Zone AO and Zone A (without BFE), complete Items E1 throuE, -4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
Ell. Building Diagram Number _(Select the building diagram most. . ilar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately
represents the building, provide a sketdr or photograph.)
E2. The top of the bottom floor (including basement or enclosure) i':e building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building (Diagrams 6-8 with openings (see page 7), the nex ' -'3her floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on `rant of form.
E4. The top of the platform of machinery and/or equipment servicn" :e building is _ ft.(m) _in.(cm) above or below (chid one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth nur:bar is available, is the•`" • of the bottom floor elevated in accordance with the oommunit's floodplain management ordinance?
Yes No Unknown. The local official must certif.. s information in Section G.
SECT`.0i4 F - PROPERT`."VNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owners authorized .-resentative who co:-^' -ites Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community -
issued BFE) or Zone AO must sign here.: 7--1 statements in Sec • s A, B C, and E are corred to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AJ'-IORIZED REPRE,- " ITATIVE'S NAME
ADDRESS
SIGNATURE
COMMENTS
CITY
DATE
STATE ZIP CODE
TELEPHONE
Check here if attachments
SECTIOf ` • COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordnance to administE; , community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) ; : ; sign below.
G1. The information in Section C was taF:a.: from other documc - ion that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation infon::::'::)n. (Indicate the st . ` e and date of the elevation data in the Comments area below.)
G2. A community official completed Secs .,,,E for a building loci; ^ ' in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO.
G3. The following information (Items G4-:'?) is provided for con :pity floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT!,, • ED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED
r- . .
G7. This permit has been issued for: New (Construction S, :anlial Improvement
G8. Elevation of as -built lowest floor (indudin; t,asement) of the bui:. ,7 is: — _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding al' D building site is: _ _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME
COMMUNITY NAME
SIGNATURE
COMMENTS
TITLE
TELEPHONE
DATE
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
CITY OF SANFORD PERMIT APPLICATION
Permit # : (/ ! / O 7 Z Date:
o D y
Job Address: 3rn ry lc-. it
Description of Work:
Historic District: Zoning: Value of Work: $ 3 P
Permit Type: Building Electrical Mechanical Plumbing _K Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures Sw # of Water & Sewer Lines •Z # of Gas Lines
Plumbing/New Residential: # of Water Closets Z" Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial C Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Attach Proof of Ownership & Legal Description)
Phone:
ILIk
State License Number:
Contact Person: Phone:
Phone:
Fax:
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.
OWNER'S AFFIDAVIT: 1 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 1 will notify the owner of the property of the requirements tiLieLaw, FS 7
Signature of Owner/Agent Date S re of r/A t DDate
r 4L 4e 4T Ll
Print Owner/Agent's Name Print Contractor/Agent's Na e
h 4-_P 3 -%.0
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
r
Zoning: Utilities:
Initial & Date) . ' V
JO ASN, M. JOIiNSON
MY COMMISSION N CC 9218W
EXPIRES: March?M nnqPcr4qaQy1Knqeor 3
FD:
Initial & Date) (Initial & Date) „
Permit # : L
Job Address:
O
J
CITY OF SANFORD PERMIT APPLICATION ) )
Date:
Description of Work:T'L J-eT2 Gn L Li'ti Q ( f L>/ 1
Historic District: Zoning: Value of Work: $
Permit Type: Building Electricl Mecbttnicttl Plumbing Fin Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS I6 n Addition/Alteration
Mecbauicnl: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets.
Replacement New
of Water & Sewer lines
Changeof Service Temporary Pole
Duct Layout & Energy Calc. Required)
of Gas Lines
Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: !:loud Zone: (FEMA form required for other than X)
Parcel M:
Owners Name & Address: _
1 1L) J91y%0A,% b
Contractor Name & Address:
77-OA3 CR 9-6
Phone & Fax: 3.Cm
Bonding Company:
Address:
Mortgage Lender:
Address:
ArcbiteWEngiaeer:
Address:
Attach Proof of Ownership & Legal Description)
Phone: ` 10 J 3715" '—
ilt 111
r .
State LiceafeNumber: ,V JCX
Person: yJ7yWV a /i 91MV Phone:
Pboac:
Fa::
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 rneet 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.
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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 pemtits required from other governmental entities such as water nmrtalmnent districts, state agencies, or federal agencies.
Acceptance of permit is verification that.] will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
C 2J Signature
of Owner/Agent Date Signatu of Contract Agent Date' Print
Owner/Agent's Name Signature
of Notary -State of Florida Date Owner/
Agent is _ Personally Known to Me or Produced
I D APPLICATION
APPROVED BY: Bldg: Zoning: Initial &
Date) Special
Conditions: s ;
A , glaryl9tOpidl' + date MY
COMMISSION t DD 164260 EXPIRES:
November 12, 2006 A `
OT Bonded Thru Sudpet Itouty Services ContractFoWKg'
cnt is Personal! Known to Me or g\
ProducedIDS 0`Lkwi -moo- r U initial &
Date) Utilities:
Initial &
Dale) FD:
initial &
Dale)
DELPHINI
CONSTRUCTION COMPANY
General Contractor — Roofin¢ Contractor
TRANSMITTAL
To: SANFORD BUILDING DEPARTMENT
Date: November 16, 2004
Re: Pre Power for 343 Gordon St Permit # 04-0000-1072
We request Pre -power for the above referenced building. We will not occupy the building prior to
the issuance of the Certificate of Occupany.
OWNER
Aero # 8 Industria~ LLC
yli "rfy1. t1vrJN==E
MY COMMiEXPIRESBMidThm
Thank You
Ken Delp
rti b6L p
CONTRACTOR
Delphini C ctio
1
s BONNIE L MUELLER
MY COMMISSION i DD 126909
EXPIRES: October 16.20U6Ri.:5.11 Bonded neu NaLiq PLtk Untl-r~
Ph. (407) 830-7447 Fa. (407) 830-7429
845 Sunshine Ln. Altamonte Springs, FL 32714
Licenses # CGC 017860 & CCC 056280
LIMITED POWER OF ATTORNEY
Delphini Builders, Inc.
General Contractor
Date: February 16, 2004
I hereby name and appoint Kenneth Delp of DELPHINI BUILDERS, INC. to be my
lawful attorney in fact to act for me to apply to the City of Sanford for a Building
Permits for 343 Gordon Street, Sanford Florida, and to do all things necessary to
this to this process.
James A. Thomas
DELPHINI BUILDERS, INC.
Acknowledged L—C?'.
Sworn and subscribed before me this 16'' day of February, 2004 by yJames A.
Thomas, personally known.
o rri e
Notary Public sy, `tl,A; ommisslon # DD237102
Seminole County "" Bonded BVNONOWINotaryAm
State of Florida
Delphini Builders, Inc.
Ph. 407 830-74477 Fax 830-7429
845 Sunshine Lane Altamonte Springs, Florida 32714
License # CGC 017860
CITY OF SANFORD PERMIT APPLICATION
Permit # :_ _ 1 te: _
JobAddress:'3'3' ', S OA• e
Description of Work: r ` " G
Historic District: Zoning: Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alan Pool _
Electrical: New Service — # of AMPS _ Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Luies_ # of Gas Lines • 0 -'
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial X Total Square Footage: o OQ
Construction Type: N of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
SQ 0 Oo d
Parcel #: a .
y (
Alt o0 o nership &Legal De -ipt'ion
Owners Name & Address: C z
N C.. 'rPhone: 7 OT O—Od7 7 j.(
Ie•v An/ Contractor
Namw& Address: v0 r C' l *vs I
Sta a License Number: 'Mp " e o Phone&
Fax: Vy7 Xb ' Contact Person: Phone: Bonding
Company: Address:
Mortgage
Address:
Architect
Address:
Jd3
1"5j tt';
Je S 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 Ili' 'u o+ I underst;nd tbal a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, -POOLS, FURNA 0 11S7FRS, TANKS; and:: AIR
CONDITIONERS, etc. 4; OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all woWye l
applicable laws regulating construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORIj,A'NOTICESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TOO13TAIN FINLENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT..=:• , :' r:
NOTICE:
In addition to the requirements of this permit, them may be additional restrictions applicable to this property that may be found in the public records of this
county, and there may be additional ppmits required from other governmental entities such as water managern t districts, state agencies, or federal agencies. iAccept
f the requirements Signature
of Notary -State f Florida D e Signature o ti.
of
FI&MUNIE L MUELLEOP8te MY
COMMISSION # DD 1269M EXPIRES:
October 1612OD6 0 Mr„
rt
iBCy1nwotvr Contractor/Agen is Produced ID hkNIF
DwWedTtsumom F&
Wu s APPLICATION APPROVE D BY:
Bldg: I16 10' Zoning: A VZV'Uy Utilities: FD: / Initial & Date) (Initial & Dale) (
Initial & Date) —(Initial & Date)/ Special Conditions: o.p
c-aJ'
Pr'C
Date: O'- k 1-6 1
To: Building Official
have received the approved construction plans for
project. I understand the plans need to be returned to the City of Sanford unaltered upon
completion of review.
1w
1
1 9&
Sigr6ture of Person Receiving Plans
Contact Phone Number
r
D T- F
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, FI.32772
407 302-2520 IFAX (407) 302-2520
Pager (407) 918-0395
Plans Review Sheet
Date: January 26, 2004 Business Address: 343Gorden Street Occ. Ch. 40/Storage
Business Name: HERO #8Industrial Park Ph. ()
Contractor: Delphine Builders Ph. (407) 830-7447
FAX. (407) 830-7429
Reviewed [ ] Reviewed with comment [ X ] Rejected [ ]
Reviewed by: Timothy Robles, Fire Protection Inspector IL ---
Comment: Plans reviewed as Stora a Occupancy. FD reserves right to require applicable code
requirements if occupancy use changes. If the building is used, leased, or purchased after C/O,
and used as an Industrial Occupancy (Manufacturing of any kind) an automatic fire
sprinkler system may be required. Storage shall be ordinary only. High hazard storage will
be a fully automatic fire sprinkler system.
1.1 Application — New Building. Type VI, steel, block
1.2 Mixed — N/A
1.3 Special Definitions — N/N
1.4 Classification of Occupancy — Storage only
1.5 Classification of Hazard of Contents — Ordinary, (only ordinary storage, no storage of
flammable and (or) combustible liquids and, gasses).
1.6 Minimum Construction — N/R
2.2 Means of Egress Components — Two pedestrian doors (storage structure)
2.3 Capacity of Egress — ok, no more than 12 occupants per 1 per 300 ft
2.4 Number of Exits — Storage only, minimal occupancy
2.5 Arrangement of Egress — — A
2.6 Travel Distance — ok,
2.7 Discharge from Exits — ok,
DD
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, FI.32772
407 302-2520 / FAX (407) 302-2520 Pager (
407) 918-0395 2.
8 Illumination of Means of Egress — Required 2.
9 Emergency Lighting — Required 2.
10 Marking of Means of Egress — Required 2.
11 Special Features — (Reserved) 3.
1 Protection of Vertical Openings — N/N 3.
2 Protection from Hazards — N/N 3.
3 Interior Finish — N/N 3.
4 Detection, Alarm and Communications Systems — N/N 3.
5 Extinguishing Requirements — as per NFPA 10; Place three (3)> 4A60 BC rated fire extinguisher
inside protective boxes and mount on north, side of structure and south side of structure.
3.
6 Corridors — N/A 4
Special Provisions 5
Building Services 5.
1 Utilities — N/N 5.
2 HVAC — N/N 5.
3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.
4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford
City Code — Chapter 9 Fire
Sprinklers: Not Required Monitoring:
Not Required Other:
NFPA 1 3-
5.1 Fire Lanes — Not Required 3-
6.1 Key Box — Not Required 3-
7.1 Bldg. Address Number Posted and Legible — Required See
blueprints. 2
PREPARED BY AND RETURN TO:
Martin F. Stamp
Killgore, Pearlman, Stamp, Ornstein & Squires, P.A.
Post Office Box 1913
Orlando, Florida 32802
Building Permit No.
STATE OF FLORIDA
COUNTY OF ORANGE
MARYANNE NURSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
HK 05157 PGS O463-0465
CLERK'S # 2004002322
RECORDED 01/07/2W 01t2W6 PN
RECORDING FEES 15.00
RECORDED BY L McKinley
NOTICE OF COMMENCEMENT
Tax Folio No.
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
Commencement.
1. Description of Property:
Lot 8, of GORDON SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 56,
at Pages 47 and 48, of the Public Records of Seminole County, Florida.
2. General Description of Improvements:
Construction of a five (5) unit condominium office
3. Owner Information:
a. Name and Address:
AERO #8 INDUSTRIAL PARK, LLC,
a Florida limited liability company
341 North Maitland Avenue, Ste. 340
Maitland, Florida 32751
b. Interest in property:
Fee Simple
C. Name and address of fee simple titleholder (if other than owner):
f CpiTII:IED COPII
Same INARYANNE MORIM
ILERK OF CIRCUIT COUP
SWI NTY
UAN 7 2094
4. Contractor:
lbDelphini Builders, Inc.
845 Sunshine Lane
Altamonte Springs, Florida 32714
5. Surety:
a. Address:
N/A
b. Amount of bond $ N/A
6. Lender Information:
a. Name and Address:
SOUTHERN COMMUNITY BANK OF CENTRAL FLORIDA
1500 Lee Road
Winter Park, Florida 32789
b. Designated Contact:
Donna Varitek, Construction Administration
Southern Community Bank of Central Florida
1500 Lee Road
Winter Park, Florida 32789
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13(1)(a) 7., Florida Statutes:
Donna Varitek; Construction Administration
Southern Community Bank of Central Florida
1500 Lee Road
Winter Park, Florida 32789
8. In addition to himself, Owner designates the following persons to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes:
Donna Varitek, Construction Administration
Southern Community Bank of Central Florida
1500 Lee Road
Winter Park, Florida 32789
9. Expiration date of Notice of Commencement: Eighteen (18) months from the date of
recording.
OWNER:
AFRO #8 INDUSTRIAL , LLC,
a Florida limited . ility company
By: _eonfoth M.
STATE OF FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this Z3r`Iday of OC}aber 2003, by
KENNETH M. DELP, II, as the Manager of AERO #8 INDUSTRIAL PARK, LLC, a Florida limited
liability company, who has produced FDL as identification.
DARCEY E. DURANT
a*: AMY COMMISSION # DD 2W5
as EXPIRES: December 27, 2007
Bor.*d Th. Nfty PWk Wndon *,.
NOTARY PUBLIC:
SIGN: Ik`f F t 4•k'A
PRINT: varcey
State of Florida at Large
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY — ADMIN
P.O. BOX 1788
SANFORD, FL 32772-1788
Project Name:
Owner/Contact Person:
Address: 3 "(
Type of Development:
RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1" 2" etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
Industrial, etc.):
Total Number of Buildings: i
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1 ", 2", etc.)
REMARKS:
CONNECTIONFEE CALCULA7YON: UV1"
VVn .+ina Date /
16 D (i Phone:
C_ 4u-7 730 - 7, Y 7 Name -
Signature - Date
J
1) Water System Impact Fees
Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD)
Residential
S650/Unit - Single family structure, or multi, -family unit
containing three (3) bedrooms er more.
S487.50/Unit - Multi -family unit or Mobile Heme unit containing
less than three (3) bedrooms. ( his category is
based on judgment/assumptior4 estimation that
such family units on average require 750/6-225 GPD
of the water and sewer sa vivi of an average single
fancily unit).
Commercial
S650/ERU - Fixtures unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for connection
and up to twenty (20) fixtures units.
For projects having more twat twenty (20) fixture unit
base for the first ERU. (Example: twenty-five (25)
fixtures units will be rated as 125 eru: twenty-six (26)
fixture units will be rated as 1.5 ERU.)
2) Sewer Systems Impact Fees
Equivalent Residential Connections-210 Gallons Per Day (GPD)
Residential -
S1,700 Unit - Single Family structure, or multi -family unit
Containing three (3) bedrooms or more.
S1,275/Unit - Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. (This category is based on
judgment/assumption, estimation that such family units on .
average require 75% of water and sewer service of an
average single family unit).
Commercial- Industrial- Institutional
S1,700/ERJ
Fixtures unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for connection and up to
twenty (20) fixtures units. For projects having more than twenty
20) units the Impact fee will be increments of 25% based on
multiples of five (5) fixture units above the twenty (20) fixture
unit base for the first ERU. (Example: twenty five (25) fixture units will
be rated as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ERU).
FIXTURES TYPE DRAINAGE FIXTURES UNIT
VALVE AS LOAD FACTORS
MINIMUM SIZE OF
TRAP INCHES
Automatic clothes washers, commercial (a) 3 2
Automatic clothes washers, residential 2 2
Bathroom group consisting of water closets, lavatory,
bidet and bathtub or showers
6
Bathtub (b) (with or without overhead shower or
whirlpool attachments)
2 1 '/2
Bidet 2 1 'A
Combination sink and tray 2 1 '/2
Dental lavatory 1 1 '/4
Dental unit or cuspidor 1 1 ''A
Dishwashing machine, (c )domestic 2 l '/2
Drinking fountain 2 1 'A
Floor drains 2 2
Kitchen sink domestic 2 1 '/2
Kitchen sink, domestic with food waste grinder and/or
Dishwasher
2 l '/2
Laundry tray (1 or 2 compartments) 2 1 !/
Lavatory 1 1 '/4
Shower compartments, domestic 2 2
Sink 2 1 %2
Urinal 4 Footnote d
Urinal, 1 gallon per flush or less 2e Footnote d
Wash sink (circular or multiple) each ser of faucets 2 1 '/2
Water closets, flushometer tank, public or private 4e Footnote d
Water closets, private installation 4 Footnote d
Water closets, public installation 6 Footnote d
1 t
l
For SI:1 inch-25.4 nun, t gallon=3.795 L.
a For traps larger than 3 inches, use Table 709.2
b A showerhead over a bathtub or wbiripool bathtub attachments does not increase the drainage fixtures unit valve
e See sections 709.2 thought 709.4 for methods of computing unit valve of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows.
d Trap size shall be consistent with the fixtures outlet size.
e For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage first fixture unit
unless the lower values are confirmed by testing. TABLE 7091 DRAINAGE FDKTURES UNITS FOR FIXTURES DRAINS OR TRAPS
2 Lf U t l.l-') Iv V I /1 /1" C.-+ -r,, 4 ' V 2. SCE
Stw e I I'"t fly-c., F c - 21
Standard Phambing codes 0 19:17 2— -% J U
Fixture Drain or Trap
Size inches
Drainage Fixtures
Unit Value
1 '/4 1
1 '/2 2
2 3
2 '/2 4
3 5
4 6
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-1091 * FAX #: 407-330-5677
DATE: 1 Off'
n
PERMIT #: V
BUSINESS NAME / PROJECT: v ' ,
ADDRESS: —5 `i.s L, =am r .4 ot,-,A Z:> 1 f'e- e, t
PHONE NO.Cyo-11$30 —YIM FAX NO.10107) R30 %`/
CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW
F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ BURN PERMIT ( ]
TENT PERMIT ] TANK PERMIT [ ] OTHER
TOTAL FEES: S (PER UNIT SEE BELOW
RaCOMMENTS: ts. _ . it
Address / Blde. # / Unit # Square Footage Fees Der BA. / Unit
2.
3.
4.
5.
6.
7.
8.
9.
10.
12.
13.
14.
15.
16.
17.
18.
19.
20,
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Z ,
Sanford Fire revention Division Applicant's Signature
F D F D
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
407 302-2520 / FAX (407) 302-2520
Pager (407) 918-0395
Plans Review Sheet
Date: January 26, 2004 Business Address: 343Gorden Street Occ. Ch. 40/Storage
Business Name: HERO #8 Industrial Park Ph. ()
Contractor: Delphine Builders Ph. (407) 830-7447
FAX. (407) 830-7429
Reviewed [ ] Reviewed with comment [ X ] Rejected [ ]
Reviewed by: Timothy Robles, Fire Protection Inspector 17Zec
Comment: Plans reviewed as Storage Occupancy. FD reserves right to require applicable code
requirements if occupancy use changes. If the building is used, leased, or purchased after C/O,
and used as an Industrial Occupancy (Manufacturing of any kind) an automatic fire
sprinkler system may be required. Storage shall be ordinary only. High hazard storage will
be a fully automatic fire sprinkler system.
1.1 Application — New Building. Type VI, steel, block
1.2 Mixed — N/A
1.3 Special Definitions — N/N
1.4 Classification of Occupancy — Storage only
1.5 Classification of Hazard of Contents — Ordinary, (only ordinary storage, no storage of
flammable and (or) combustible liquids and, gasses).
1.6 Minimum Construction — N/R
2.2 Means of Egress Components — Two pedestrian doors (storage structure)
2.3 Capacity of Egress — ok, no more than 12 occupants per 1 per 300 ft
2.4 Number of Exits — Storage only, minimal occupancy
2.5 Arrangement of Egress — — ok,
2.6 Travel Distance — ok,
2.7 Discharge from Exits — A
1
a
t ; I v
11
F D F D
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, Fl. 32772
407 302-2520 I FAX (407) 302-2520
Pager (407) 918-0395
2.8 Illumination of Means of Egress — Required
2.9 Emergency Lighting — Required
2.10 Marking of Means of Egress — Required
2.11 Special Features — (Reserved)
3.1 Protection of Vertical Openings — N/N
3.2 Protection from Hazards — N/N
3.3 Interior Finish — N/N
3.4 Detection, Alarm and Communications Systems — N/N
3.5 Extinguishing Requirements — as per NFPA 10; Place three (3)> 4A60 BC ratedfire
extinguisher inside protective boxes and mount on north, side of structure and south side of
structure.
3.6 Corridors — N/A
4 Special Provisions
5 Building Services
5.1 Utilities — NIN
5.2 HVAC — NIN
5.3 Elevators, Escalators, Conveyors (4A-47) — N/A
5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A
Sanford City Code — Chapter 9
Fire Sprinklers: Not Required
Monitoring: Not Required
Other: NFPA 1
3-5.1 Fire Lanes — Not Required
3-6.1 Key Box — Not Required
3-7.1 Bldg. Address Number Posted and Legible — Required
See blueprints.
2
CONCRETE NOTES
1. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). USING
TYPE 1 PORTLAND CEMENT, HAVING`* MINIMUM OF 28 DAY
COMPRESSIVE STRENGTH OF 3,000 PSI.
2. APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE
ACI PUBLICATIONSo 301-72, 318-77, 347-68, AND SP-5
CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 318-77 AND ACI
301-72,
3. REINFORCING STEEL SHALL MEET ASTM A615, GRADE 60.
4. CONCRETE COVER FOR REINFORCING STEEL SMALL BE AS
FOLLOWSi
BEAMS ABOVE GRADE 1
SLAB ON GROUND CENTERED
FOOTINGS 3'SIDES L 3' BOTTOM
5. WELDED WIRE FABRIC REINFORCEMENT SHALL BE IN
ACCORDANCE WITH ASTM A185.
6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 25'
UNLESS OTHERWISE NOTED ON THE STRUCTRAL
BRAVING&.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING
AND SHORING AND THE DESIGN OF THE SAME DURING
CONSTRUCTION.
8. CONSTRUCTION JOINTS SHALL BE LOCATED AS PER THE
DRAWINGS.
9, ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION
WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE,
10. PROVIDE' PRE MOLDED EXPANSION JOINT MATERIAL WHERE
SLAB IS POURED AROUND COLUMNS UNLESS OTHERWISE NOTED.
11, SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR THE EXACT LOCATION AND ARRANGEMENT OF ANY
PADS, SUPPORT FRAMES ETC, REQUIRED FOR MECHANICAL AND
ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTRIAL
DRAWINGS. GENERAL CONTRACTOR SHALL COORDINATE WITH
OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC,
TO BE PLACED IN CONCRETE.
12, ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/DR
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO PRECEEDING WITH THE WORK AFFECTED.
13. FIBERMIESH MAY BE SUBSTITUTED FOR STEEL WWfM
60'-0"
OUT -TO -OUT OF CONCRETE
WF-1 T' WF-1 all
CF-2 CF-2
CF-1 3
Lai''r CF_2 C" —2
i, mil
Ldne
o NOTEs SEE SHEET A-2A FOR SAW CUT LOCATIONS L DEPTH
c C LI-
3 NOTE, SEE SHEET A-2A FOR VERT.
li
3
o DOWEL PLACEMENT LOCATIONS
PERTAINING TO CEMENT BLOCK WALLS
CF-2TfCF_2
D
c CF-2 CF--1
F— C 2 3
WF-1
30'-0° - 30'-0" I
FOOTING NOTES:
MARK FOOTING SIZE REINFORCEMENT
CF—I 3'-6' X 3'-6" X 2'-6' 5 0 6' O.C.
CF-2 2'-6"X2'-6'X2'-0' 5 0 6' O.C.
WF-1 12' W X 16' H 2— 05 CONT.
ENDWALL
4' 3000 PSI CONCRETE SLAB W/ FIBER MESH
OVER 6 MIL POLYFILM W/
EDGES LAPPED L TAPED
OVER CLEAN COMPACTED
TERMITE TREATED SOIL-,,
8' ROOF
8' WALL
16'X12' 3000 PSI CONCRETE FOOTER W/ (2) #5--
3' HOOK (TYP> ' REBAR CONTINUOUS ON CHAIRS 8 4 D.C. MAX
TYPICAL SECTION
CF-2
26 GAGE METAL ROOF SHEETING
GAGE METAL WALL SHEETING
8' WALL GIRT
STRUCTURAL STEEL COLUMN
1 GA ANGLE
V/ VVDIA xt I/2' PDVERS STEEL POWER BOX LINTELINS20' IM MAX 8 x16 W/FILLED (1> # 5 REF DETAIL II
WADE e 1-800-TYPICALOOPENINGS'PER PLAN
a
rn 5 REBAR VERT REINFORCEMENT IN GROUT
FILLED CELL
o LOCATED PER PLAN SHT # A-2A
w*5 HOOKED REBAR
W
STD
25' MIN OVERLAP V/VERT REINFORCEMENT
LOCATEDPER PLAN SEE NOTE
PLITBLF ASTMAI307 STEEL ANCHOR
BOLTS EMBEDDED INTO PIER
2' MIN (MIN 2 1/2' PROJECTION)
x3'-6'x2'-6' 3000 PSI
ONCWITHEREBARS 0#5 @10'
O.0 W/ 3' MIN CLR TYPICAL
SECTION CF-
1 IJV 1.
A PERMANENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER
AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL
BE PROVIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR
ELECTRIC PANEL FBC 104.26 2.
TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, DISTANCE BETWEEN WALL
COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES
EXCEPT FOR PAINT OR DECORATIVE CEMENTATIDUS FINISH LESS THAN 5/9' THICK
ADHERED DIRECTLY TO THE FOUNDATION WALL, 3.
INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL
IS COMPLETED. 4.
SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING
SPACES BOXED OF FORMED. 5.
BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION
OF TRAPS, ETC. SHALL BE MADE IN PERMANENT METAL OR PLASTIC
FORMS. PERMANENT FORMS MUST BE OF A SIZE L DEPTH TO PREVENT
THE DISTURBANCE OF SOIL AFTER THE TREATMENT. 6.
MINIMUM 6 MIL POLYFILM TO BE INSTALLED TO PROTECT AGAINST
RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT
RETREATMENT IS REQUIRED, 7.
CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST
BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 8.
AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION
IS COMPLETE INCLUDING LANDSCAPIING AND IRRIGATION ANY
SOIL DISTRRBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED.
9.
ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT, 10.
A CERTICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT
BY THE LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF
OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
OF SUBTERRANEAN TERMITES L THAT THE TREATMENT IS IN ACCORDANCE
WITH THE RULES AND LAW OF THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICE. It.
AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST BE REMOVED
FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS INCLUDES
ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR OTHER CELLULOSE
CONTAINING MATERIAL. 12,
NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED
WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. NOTES:
ALL
ANCHOR BOLTS TO BE 3/4" X 18" LONG BASE
ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS D,
W, SMITH ENGINEERING FLORIDA
PROFESSIONAL ENGINEER LICENSE NUMBER 53608 MECHANICAL
ENGINEERING CONSULTANT 9909
WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE#
352-521-0865 FAX# 352-521-0867 E-MAIL, zephyr27faQte.net ALL
STEEL BUILDINGS DELPHINI CONSTRUCTION,INC. PROJECT
GORDON STREET FOUNDATION PLAN ID
AS200 BUILDING # 2 DESIGN: DWS I DRAFT: CHECK - PROJECT
ADDRESS
GORDONSTREETINDUST
PAR L SRNTARD,
FL
ALL STEEL BUILDINGS
COMPONENTS,INC,
10159 U,S, HWY 41 SOUTH
GIBSONTON, FLORIDA 33534
PHONE #. 800-331-8341 FAX# 813-671-8602
E-MAIL : ALLSTEEL-BUILDINGS,COM
D,W, SMITH ENGINEERING
FLORIDA PROFESSIONAL. ENGINEER LICENSE NUMBER 53608
9909 WALLASTON DRIVE - DADE CITY, FLORIDA 33525
APPROVAL OF ALL STEEL BUILDINGS R COMPONENTS,INC. DRAWINGS INDICATE THAT ALL STEEL BUILDINGS L COMPONENTSANC. CORRECTLY INTERPRETED AND
APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS.
WHERE DISCREPANCIES EXIST BETWEEN THE ALL STEEL BUILDINGS R COMPONENTS, INC. AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL
STEEL PLANS SHALL GOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.)
DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY ALL STEEL BUILDINGS 6 COMPONENTSANC. ARE THE
RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN ALL STEEL BUILDINGS L COMPONENTSANC. UNLESS SPECIFICALLY INDICATED.
BUILDING LOADS / DESCRIPTION:
WIDTH: 60.0 LENGTH: 60.0 HEIGHT: 18.0
BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS).
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED
AND APPLIED AS REQUIRED BY : FLORIDA BUILDING CODE 2201.
THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY
WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.
ROOF DEAD LOAD: 3 PSF (ROOF PANELS L PURLINS)
COLLATERAL LOAD: 0 PSF
ROOF 'LIVE LOAD: 20 PSF
ROOF SNOW LOAD: 0 PSF
BASIC WIND SPEED: 120 MPH(3 SEC GUST)
SEISMIC ZONE:
IMPORTANCE FACTORS:
WIND LOAD: 1.0
SNOW LOAD 1.0
SEISMIC LOAD 1.00
INTERNAL PRESSURE COEFFICIENT= +/-0.18
DESIGN.WIND PRESSURE FOR CLC L ROOF = +10/-33PSF
DESIGN'WIND PRESSURE CLC 2 WALLS= +23/-25PSF
ENCLOSURE CLASSIFICATION: ENCLOSED
ALL cSTRUCTURAL,STEEL: ASTM—A36-
EXOOiURE-4 ATEGORY ,B "•
ROOF PANELS:
COLOR: GALVALUME
WALL PANELS:
COLOR: NEED COLOR
TRIM COLORS:
CABLE: NEED COLOR
CORNER: NEED COLOR
EAVE: NEED COLOR
FRAMED OPENINGS: NEED COLOR
LINER PANELS:
COLOR: N/A
LINER TRIM:
COLOR: N/A
SPECIAL NOTES:
PHONE# 352-521-0865 FAX# 352-521-0867
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED PLANS AND FIND IT TO
BE IN COMPLIANCE WITH THE FLORIDA BUILDNG CODE
120 MPH WIND SPEED (3 SECOND GUST)
DAVID W. SMITH P.E. # 53608
PURCHASER: DELPHINI CONSTRUCTION,INC.
PROJECT: GORDON STREET WAREHOUSES
O PROJECT ADDRESS: LOT # 8 GORDON STREET/ SANFORD,FL.
JOB NUMBER. Ai S200
t -+.. cv r ':,'.,•:! rR-. Y J!'rjll.,+• itlt w!%N ..' t -
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B Dio=
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010
N
010 4"
8„
SW
2' 2" I
ISee
Plon DETAIL
C I
0
I
6D'-
0" C:If-TO_OU. 0= S;EEL T
A
ool
I
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HB
B H o10
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0
L
HHB
B H M
0
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I
ANCHOR
BOLT PLAN NOTE:
All Bose Plotes ® 100'-o" (U.N.) ALL
STEEL BUILDINGS DELPHINI CONSTRUCTION h
PROJECT GORDON INDUST PARK DEVLOPMEN1 ANCHOR BOLT PLAN n,
v IO t AS200 _ DESIGN: ! DRAFT: ;CHECK: PROJEC?
BUILDING 2 DATE: I SHEET OF ADDRESS
SANFORD,FL _ I
A --- 0
COLUMN GNE
I I
H
iv
RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES
FRAME LINE ----
Column Reactions (k )-------
Frm Col Load Hmox V Load Hmin V Anc. Boll Bose Plate (in) Grout
Line Line Id H Vmox Id H Vmin No D(in) Wid Len Thk in)
2 A 1 6.5 14.8 2 7.9 12.8 4 0.750 8.000 14.25 0.375 0.0
2 D 3 7.9 12.8 1 6.5 14.8 4 0.750 8.000 14.25 0.375 0.0
1 -6.5 14.8 3 7.9 12.8
NOTES FOR REACTIONS
Building reactions are based on
the following building data:
Width (ft)
Length (ft)
Eove Height (ft)
Roof Slope rise/12 )
Dead Load (psf )
Collateral Load (psf )
Roof Live Load sf )
Frame Live Load sf )
Wind Speed (mph
Wind Code
Exposure
Closed/Open
Importance - Wind
Importance - Seismic
5. Loading conditions are:
1 DL+CO+LL
2 DL+WL1
3 DL+WR1
4 DL+WRI+WS
5 DL+WP
6 DL+WLI+WS
7 DL+LL/2+WL2+WS
8 DL+LL/2+WR2+WS
60.0
60.0
18
1.0 .y18.0,
1.0
3.0
0.0
20.0
12.0
120.0
FBC 01
B
C
1.00
1.00
ENDWALL COLUMN: MAXIVUY REACTIONS. ANCHOR BOLTS, & BASE PLATES
Column Reociions (k )------- r
Frm CO: Load Hmox V Locd; hmin V Anc. Boli Bose Plate (in) Grou;
Line Line Id H Vmcx i Vmin No D(in) Wid Len ihk n)
1 A 4 1.7 i .0 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.4 6 1.7 2.1
1 B 4 3.7 3.3 5 3.4 6.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.8 7 3.7 7.6
i C 4 3.7 5.9 5 3.4 6.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.8 8 3.7 7.6
1 D 4 1.7 2.1 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.4 4 1.7 2.1
3 D 4 1.7 1.0 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.4 6 1.7 2.1
3 C 4 3.7 3.3 5 3.4 6.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.8 7 3.7 7.6
3 B 4 3.7 5.9 5 3.4 6.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.8 8 3.7 7.6
3 A 4 1.7 2.1 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.4 4 1.7 2.1
BRACING REACTIONS, PANEL SHEAR
t Reactions (k ) Panel
Wall-- Col --Wind--- Seismic- Shear
Loc Line Line Harz Vert Harz Vert (Ib/ft)
LEW 1 B 5.2 4.2 0.0 0.0
C 5.2 4.2 0.0 0.0
F-SW D Bracing Not Used 0
R-EW 3 C 5.2 4.2 0.0 0.0
B 5.2 4.2 0.0 0.0
B-SWA 2 ,1 9.6 5.2 0.0 0.0
01 ALL STEEL BUILDINGS4N,'to PROJECT GORDON INDUST PARK
AS200
Y PRO ECT I BUILDING #2
I ADDRESS 1 SANFORD,FL
DELPHINI CONSTRUCTION
ANCHOR BOLT PLAN
DESIGN: f DRAFT: CHECK
DATE; 1 SHEET C
ENDWALL
RAFTER
AG SECTION THRU ENDWALL RAFTER
fENDWALL
COLUMN
BOLTS,
O 75"x2.0'
wASHER
ON COLUMN
0 SIDE 41
BASE PLATE
PLAN ELEVATION
E 7
BASE PLATE FOR ENDWALL
COLUMN OR DOOR JAMB
FRAME
COLUMN
EXTENSION OF
TOP FLANGE
SECTION ELEVATION
EAVE STRLiT TO RIGID FRAME
ENDWALL
RAFTER
i CONNECTION
PLATE
ENDWALL COLUMN
I wr uiEo
ENDWALL RAFTER TO COLUMN
ENDWALL
RAFTER
0 1 0 - -
1
1 I
0 0
BOLTS, 0.5"
CONNECTION
BY I O,
PLATE
Fj RAFTER SPLICE AT SURFACE CHANGE
EAVE STRUT
r0 °
I I I
L° °J
FRAME BOLTS,
COLUMN
EXTENSION OF
TOP FLANGE
SECTION ELEVATION
10 EAVE STRUT TO RIGID FRAME
I
I
f
BOLT. 0.5'
ENDWALL
BY I O,
COLUMN
1
i
ENDWALL GIRT
ENDWALL COLUMN TO WALL GIRT
BOLTS, 0.5" ROOF
It I.0" (TYP) PURLIN
I
RIGIDN/RAIFTER
FAFTERR
ROOF PURLIN TO INTERIOR FRAME RAFTER
DOOR JAMB
CONNECTION
KZ WALL GIRT TO DOOR JAMB
S;Dc WALL
GIRT -_
CORNER COLUMN
BOLTS, 0.50'
BY I.50'
ENDWALL
GIRT
I- CONNECTION
PLATE
CORNER COLUMN TO WALL GIRT
FRAMECOLUMN
COLUMN
BRAC GE
WALL GIRT LWELDED `BOLTSS5" PLATE
x WALL
GIRT TO FRAME COLUMN F-.
1 —,, r-
lf- 0
0 SECTION
ELEVATAN @
DOOR JAMB TO EAVE STRUT DOOR
JAMB
BOLTS,
i4r
x I' A
07 0
AS'
PLATE PLAN
ELEVATION E
6 BASE PLATE FOR DOOR JAMB DOOR
JAMB CONNECTION
PLATE
0
0
DOOR
HEADER SECTION
ELEVATION BOLTS,
0.50' BY I.0" (TYP) DOOR
HEADER TO DOOR JAMB r
ALL
STEEL BUILDINGS 1
PROJECT GORDON INDUS_T PARK ID
AS200 _ PROJECT
BUILDING #2 ADDRESS
SANFORD,FL DELPHINI
CONSTRUCTI STRUCTURAL
DETAILS DESIGN:
DRAFT: CHEC DATE:
I SHEET
s-
COLUMN OR
RAFTER WEB
HILLSIDE
CABLE WASHER
FLAT
WASHER
EYEBOLT
SLOT IN WEB TO INSERT NUT
HILLSIDE WASHER
AND EYEBOLT
DDIAGONAL CABLE, EYEBOLT END
SIDEWALL COLUMN
V
LoO
ANCHOR
BOLTS
BASE PLATE
PLAN ELEVATION
R2 ANCHOR BOLTS AT SIDEWALL COLUMN
BOLTED O O
END PLATE fOP BOLTS, SEE
TOP FLANGE O O DRAWING FOR SIZE.
O O INTERMEDIATE BOLTS,
WEB
THE NUMBER OF TOP
OR BOTTOM BOLTS
GREATER THAN FOUR.
BOTTOM
O O
D- BOTTOM BOLTS, SEE
FLANGE O O DRAWI\G FOR SIZE.
n BOLTS FOR RAFTER TO
ALL STEEL BUILDINGS DELPNINI CONSTRUCTIC
PROJECT GORDON INDUST PARK DEVI 09TRUCTURAL DETAILS
ID AS200 DESIGN: DRAFT: CHECK
I PROJECT BUILDING #2 DATE: SHEET OF
V ADDRESS SANFORD,FL j
60'-0" OUT -TO -OUT OF STEEL
B C DJA
19'-0" 20'-0" 19'-D"
RA FS
Bt
i
v
ofI
co _
0
ry
EC-1
GIRT
LAPS
EC-2 EC-2
1'-1 3/4" 1'-1 3/4"
1 3/4" +'-1 3/4"
ENDWALL FRAMING: FRAME LINE 1
CBC104 CBCIPB CBC104
i
v
0
I
N
EC-3
I I
I I
I I
CBC121
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Go. R - NEED COLOR
I
o
I
0o
I
N
EC-4
GIRT
LAPS
60'-0" OUT -TO -OUT OF STEEL
D C B
20'-0"
EC-2 EC-2
1'-1 3/4" 1'-1 3/4I"I
1 3/4" T'-1 3/4"
ENDWALL FRAMING: FRAME LINE 3
CBC104 CBCIPB CBC104
O
I
I I
I I
I j
CBC121
ENDWALL SHEETING & TRIM: FRAME LINE 3
PANELS: 26 Go. R - NEED COLOR
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
V ID _ AS200
PROJECT BUILDING #2
ADDRESS SANFORD.FL
MEMBER TA9LE` ,
FRAME LINE i & 3
MARK PART I ENGTH
EC-1 1ODCi4 16'-4 11 16
EC-2 I ODC 14 17'-11 11 ' i
EC-3 iODCi4 16'-4 11 1
EC-4 iODCi4 16'-4 11/16'
ER-1 1.ODC14 29'-11 15/ V
ER-2 1GDC14 29'-11 15/1i
ER-3 1ODCi4 29'-11 15/1;
ER-4 IODCi4 29'-11 15/11
G-1 I BX25Z16 20'-5 1/2
G-2 8X25Z16 21'-i 1/2
G-3 8X25Z16 22'-3 1/2
G-4 8X25Zi6 20'-5 1/2"
G-5 8X25Z16 21'-1 i
CB-1 CB0500 26'-7"
CONNECTION PLATES
FRAME LINE: 1 & 3
ID I MARK PART
1 11
2 gi
I 3 92
4 CGC3
5 h1
DELPHINI CONSTRUCTION
ENDWALL FRAMING
DESIGN: _DRAFT: CHECK:
DATE: - SHEET OF
P.ECE MEMBER LENGTH
E2:1-1 Wi4x30 17'-4 5i
RFi-2 N16x26 28'-3 1/
Ki -3 W16x26 28'-3 1/
RF1-4 1 W1430 17'-4 5/
SPLIG'_ BOLTS
Spliize Top Of Plote Bottorn Of Picte
Ncrk Ont Tve Dic Len IOnt Typ Dic Len
Sp- i 4 A325 0.875 2.50 4 A325 0.875 2.50
Sp- 2 4 A325 0.750 2.00 4 A325 0.750 2.00
Spp- 4 A325W.':5 2.50 4 A325 0.875 2.50
FLANGE BRACES: i oth Sides(U.N.)
FBxxA(1): xx=length(in), (1)=one side
A - L2x2x1/8
Ott"
N
olvolu26Go. PBRC> 2'-
0" ter_.
5
SPP® RG-
6
4-4-- 1'-
0 11116' 1'-0 11/16" Sky
Light 2
29'-
5
SP@ 4'-10"
7
WV
V) N
0
0
11)
O
I
O
n
PURLIN
LAP t
eU-U VVI-IV-VUI U.' JILLL
2
30'-C
3'-1 3/4"
3'-1 3/4"
ROOF FRAMING PLAN
4o ID IQUAN TYPE DIA LEN _
1 I 4 A307 1 2 1 i 4"
MEMBER TABI.__
MARK ' - PART LENGTF
P-1 8X37.14 133'-1 1 2
P-2 8X3%i4 33'-1 1/2'
E-1 8E14 29'-1 i
E-2 BE14 29'-11 1/;
E-3 BE14 i 29'-1i i%:
E-4 8E14 j 29'-1i 1
CB-4 CB0500 ii 41'-0 1 4"
CB-5 CB0500 140'-5 1/4"
CB-6 CB0313 40'-5 1/4"
CB-7 CB0313 41'-0 i 4"
N
N v
I
V
LIGHT
PANEL
N' 10'-8"
2)
Z"J
NIv
RG-
B
20)
iA N
LIGHT
PANEL
10'-8"
2)
c
cn
N
fV
I
N
N . . I i
A
i
i
i
ROOF
SHEETING
PANELS: 26 Go. PBR
Golvolume Plus
ALL STEEL BUILDINGS DELPHINI CONSTRUCTION
PROJECT GORDON MUST PARK DEVLOPMENI ROOF FRAMING
ID AS200 DESIGN: DRAFT: CHECK:
A PROJECT BUILDING #2 DATE: SHEET 0!
ADDRESS SANFORD,FL
r-
I
1
H
EC-3
GIRT
LAPS
30'-0"
60'-0" OUT -TO -OUT OF STEEL Q
i
30'-0"
0
0
ao
b
I
N
RF1-1 EC-1•
2--1 3/4'
2 1 3/4•
SIDEWALL FRAMING: LINE A
Gutters with 3 downspouts)
CBCIEC CBCI08 GSTRAP CBC125 CBCIEC
CBCICB CBCICB
Um Um
U U
I I
I !
I
L— - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CBC'21
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. R - NEED C0 OR
0 0 0 0 0 0 0 0
I
0 o 0 0 0 0 0 0 0 0 0 i0
I
i
L-.S BE14 25'--, l 1/2
j E-a 08Fi4 124 11 2"
8kl,Z14 132'-1 1Y"
G-10 8X25Z.;4 1 32'- i 1
CB-2 CB0500
ra- I I-AMM) I ;V-a i a"
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
0 AS200
PROJECT BUILDING /2
ADDRESS SANFORD,FL
DELPHINI CONSTRUCTION
SIDEWALL FRAMING
DESIGN: r DRAFT: CHECK:
DATE: SHEET OF
s=
60'-0" OUT -TO -OUT OF STEEL
30'-Y' T 30'-0"
H q I,
EC-3 RF1-4
13'-1'
GIRT 2'-1 3 4'
LAPS 2'-1 3/4'
SIDEWALL FRAMING: LINE D
Gutters with 3 downspouts)
0
0
zo
0
1
N
H
EC-4
CBC108 GSTRAP CBCI25 CBCIEC
2b o
CBCICBB
0
0 0 0 o O CD 0 0 0 0 0 0 0 0 0 o
Ii1iI1Ii1111i1iiii
an an om on m o+ o+ cn cn m m M on in 1
I I
UCDU
I <
1>
I !
I— — — — — — — — — — — — — — — — — — — — — — — — — — — J U
I—
CBC121, CBC121
SIDEWALL SHEETING & TRIM: FRAME LINE D
PANELS: 26 Go. R - NEED COLOR
ALL STEEL BUILDOINGS
PROJECT GORDON INDUST PARK
ID AS200
PROJECT BUILDING 12
ADDRESS SANFORD,FL
DJ-1 (25Ct6I 15'-3 1/4
DH- i ay?5C16 1 V-11 112
E-1 20'-tt 1/218E1.1t
E-2 8E14. 20'-1t 112
IG-7 BX25Z16
G-8 8X25Z12
63-44"
32-1 L/2"
CONNECTION PLATES
FRAME LINE D
01D MARK PART
1 t2
2 ei
3 bl
4 e2
5 c1
TRIM TABLE
FRAME LINE D
OID MARK ILENGT4 _
1 CBCI18 8'-2 t 2
2 1 CBCI17 12'-8'
DELPHINI CONSTRUCTION
SIDEWALL FRAMING
DESIGN: I DRAFT: TCHECK.
DATE: I SHEET OF
ioi;oizF.,L/T/5/ON/i4 L/s'HT/NG
ELECTRIC r ooz
Catalog Humber
O T
FEATURES & SPECIFICATIONS I
Notes
77
INTENDED USE — For entrances, loading docks, walkways and vehicle ramps.
CONSTRUCTION— Rear housing Is rugged, corrosion-resistaK die-cast aluminum. Well -PokyCorrosion -resistant external hardware includes slotted box -head and tamper-
proof fasteners.
FINISH — Finish is dark bronze thermoset polyester powder, electrostatically TWP applied. OPTICAL
SYSTEM — Reflector is finished in white thermoset polyester powder, electrostatically
applied. Front housing and refractor are one-piece, injection - molded,
UV -stabilized polycarbonate. Standard i)nish on opaque portion of front cover
and back housing is dark bronze polyester enamel. Refractor is sealed and gasketed
to inhibit the entrance of outside contaminants. ELECTRICAL
SYSTEM — High-reactence, high power factor. Encased -and -potted solid-
state ignitors. Ballast is copper -wound and 100%factory-tested. Meets ANSI standards
and is UL listed. Electrical components are mounted on back housing. For
50 hertz availability, consult factory). Porcelain,
horizontally -oriented, medium -bast socket with copper alloy, nickel -
plated screw shell end center contact UL fisted 660W, 600V and 4KV pulse -
rated. INSTALLATION —
Top 3/4'threaded wiring access. Back access through removable 3/
4" knockout. Feed-thru wiring can be achieved by using a condulet tee. Mount on
any flat vertical surface. LISTING —
UL listed suitable for wet locations. Listed and labeled to comply with Canadian
and Mexican Standards (see Options). IP64 rated in accordance with IEC
Standard 529. MOTE:
Not recommended for use in car wash ilttetior applieadyotrs, ORDERING
INFORMATION Choose
the boldface catalog nomenclature that best suirx your needs and write It an the appropriate
lint. Order aaocssories as separate catalog numbers (shipped separatrly), T"
ier7i
WOttago Vdts90 TwP /
temp 3651
2a Soo
240 tin
347
1505
4W TB'
HIGH
PRESSURESODIUM 35W
50W, 7OW, 100W, 50W 6'
to Z5' Moun ng Height
15-7/16" (39.2cm) Width:
16-1/S' (41cm) Depth:
7-3/4" (19.7cm) Weight
14 to 15 lbs. (6 t07 kg) Example:
T1WP 70S 120 Options
1 ShiPpod
IMAIIed to Fixten Archilactorel Colors (optional) SP
Single fuse 1120, 277. 347V)s DBL Black DF
Double fuss (20a, 240, 480V)e DMB Medium bronze EC
Emergency circult7A DWH White ORS
Quartz restrike system7,8 CSA Listed and labeled to comply with CR
Corrosion -resistant finish (housing only) Canadian Standards CRT
Corrosion -resistant finish (Teflon)s NOM Listed and labeled to comply with PE
Photooleavic cell, button type (n/a 48UV) Mexican Standards (Consuit factory) LPI
Lamp (shipped in carton with Uture) IS
Integral slipftter FS
Full shield WG
Wireguard RNP
Reactor high power factor ballast RNP
Reactor normal power factor ballast XNP
Reactance high power factor ballast fvvms:
1
120V onh. 2
Not available with ZOBV, 24ov, 400V or TB ballast. 3
Quentin 55V Temp. a
Not availabe in Canada. 5
Optional multi -tap ballast (129. 20e, 2e0. 277V) 1120, 277, 347V In Canada). 6
Not available wnh multi -top boWw, 7
Lamp not included. a
Ouarm lamp wattage not to exceed ballast wattage rating, 9
Black finish on housing only. Accessories
Order
os sapsrsw catalog number. RK1
PEB1 Photoelectric control kit (128V) KKI
PER Photoelectric control kit V77V) RKl
PE63 CSA Photoelectric contra kit (MN) Outdoor
Sheets: TWP-S BM - 305
10/30/2003 00:08 FAX 3522422344 D&R ELECTRIC 0 003
TWP High Pressure Sodium Wall-Paks
Coelfitieraa U61'tztttio6
Initial Footevedles
TWP %OS Test Report no. 94121702
Coefficients of utilization
2
1A 4
O
5
0 t a 3 4 5 6
Distance in units of mounting height
70W, high pressure sodium lamp, horizontal
lamp orientation, IT mounting height, 6,300
rated lumens Tau) fixwm ellicieocr 5596
TWP BOOS Test Report no. 94121502
Coefficients of utilization
a
0 1 2 3 4 5 5
Distance in units of mounting height
10OW, high pressure sodium lamp, horizontal
lamp orientation, 12' mounting height. 9.500
rated lumens. Told %Aare eftlenW. 557E
1 WI 7JU* "I Report no.94121503
Coetricients of utilization
2
Z3P 1
it
O
c
Q 5
t t
2
2
t
2
e 3
1
r. 4
O
5
0 1 2 3 4 5 6
Distance in units of mounting height
150W, high pressure sodium lamp, horizontal
lamp orientation, 12' mounting height, 16,000
rated lumina Total Wive efoieoc . 5&4%
0
Mounting Height Corr"690 Factor
IMUh1ply the tc Itvel by the correction iactort
10 ft -1.44
15ft= .64
20 ft = 36
25 it = .23
Existing Mounting Height 11_ Correction Factor
l Now Mounting Heigh JJ
LfrM,aMIA Vmoeig lightingLAGVrIAAGltwitrLighting6ro, 111G.
low
An%4aj9VBl "s Con pang
Oartdaa uOrd"
one uatohis way, Conyers. GA30012.3a5%
Phone:770-e22.M Fax:770.91a-12n
Sheet #-. TWP-$ 01989 Lhhonis Lighting, Rev. elo2 TWP-S.P65
in Canada:110a 00 Avc., Lachinc, Oucbec HST 20
www.lidlonis.com
SEP 16 163 98:OOAM CONTINENTAL GLASS
MIAM A -
PRO•UUCT.CONTROL NOTICE OF ACCEPTANCE
Arelli -Alurniii.um & Class Cump:lny
I'U.ZUIU •N.1 V.{i'xlt slrt)rt -
r:Itil.irut .,FL-33321
P.2 '
MIAMI-VADE COU.NTY, rt;UrluA
METRO -DADS rLAGt.ER DUILDI`G
IJUILUING'COoF, CO-\II't IANCI' OI YIC'I•:
11:•I It'l)•I):\I)1; 1'l.:\fil.l:lt l)l%II.I)I\l
Ijo 1% ti'1'It•liVT. 's0I j 1.. luu; I;\\
11. I l.()Itll)r\• . I.iI)=•li(,,i 305)
375-2901 'FAN (303) 3?3-290S 1'
1(.1("1'()It I.I(:I•:\til\( Iti(:1'1() UUNTRAL71'
OR I' DIVISION W)
P.-2966 t AX (J ) J73•24n)8 PlcOI)
U(N,' CONTROL Ln)\'IS )X pw)
37t-1902 I.',\\ (30i07:413;V 1'
uur applicaiion For Notice ol'Ac:eeptancc (NDA) of': rgArruw.
Sti'le'Door undc
r'Cluipter 3 orthe Code of Fvlitmti?,Dade County governing (lie use o Altcrnaty )lutt;rials anc1 "I'y I)v, uf' CunS'
trucaiutl. and Contplclely clvseribv4l herein. has been recummendQd I'or tivvrptanvv b) the -li,utli -D,LQ County
Stlil lin t Code Cumplianue 001ce (l3CCO) under lhv conditions ,prvilie(I herrin. Tfii$'.
NOA thalI not be valid afier the expiration elate stated bolo\\'. BCCO rose, the r1 to svcurc this product
orrhatchal at, any time rrom a jobsite or manufacturer's plant f'or quality control lestin-. . I I' thin prbd6cc.
or m'uerial fails to perform in the approved manner, BCCO may revoke, modify, or suspertcl the use
of .9uch product or material immediately. BCCO reserves the right to revoke this appro\ al, iF' it is deternii.
ned 'by. BCCO that this product or material Fails to meet the requirements of tic: South l'luri(ia Bbilding•
Code. The .;
xpense o.f'such testing will be incurred by tho mnnut'aeturur. AQQr !
T.,1%)N'CE NO.; 01-0910.09 I;
1'lltl:S: ?./-8/7_00 ItnullZodri,ilci Chiel'
PruduCt Cunlrul DiviaiOn TIII'
S IS THE COVERSHEET SEE ADDITIONAL 13AGES f Oil51'ECIpIC ANI) GENERAL CONDITIONS
BUILDl)\'
C CODE & PRODUCT REVIEW COMMITTEE This•.'
stpplication for Product Approval has been reviewed by the 13CC0 and approved by the Building Curie
and Product Roview Committee tv be used in Miami -Dade Count\, Florida Under the: condili.glis set l'
ortb' a'bo\ e, r\
1'I'ItO\'.I:D: 01/03/2002 rn
nciscq J. Quintanti, R.A. Director
1Iinnii-
Dade County Dttilding
Cock Coiiipliancu Ornf;q 1ii0i90o011pc200D`
ltempl ieslnodce accopt:tntt! lover paSe.dot 1n.
Cet)3ekmnil address: posttnusterr1w builaingcodeonlinr,com Homel]:iLe: hIIW//NVW%V.buildingCodeonlilie xuni
SEP 16 '03 08:01AM CONTINENTAL GLASS P.3
1 .
Arai Alumintini & Glass L.C. ACCEPTANCE No.: 01-0910109
APPROVED: Jan'twry 3, 2002
EXPIRES: Dcccnibbr 23, 2006 '
NOTICE OF ACCEPTANCE; SPF.CIFIC.CONUITIONS
SCOPE.
This•'rcnows Notice of Acceptnnce (NOA) No. 98-1026.03, which was issued on October 7. 1999, It renews
the'approvul of an aluminum storefront door, as described in Section 2 of this NOA, designed to comply
with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dude County, ror the locations
where the pressure requirements, as determined by Sl"BC Chapter 23, do not exceed the Design PrQsSure
Ratirig values indiented in the approved drawings.
PRODUCT DESCRIPTION
The Series "Narrow Stile" Aluminum Outswing Storefront Doors and its components, shall be
cohstructed in strict compliance, with the following document: Drawing No NS 100-NOA, Sheets I through
4 of 4, titled "Arch Narrow Stile Door with Frame, 'A" Tempered Glass and 1 Point Lock", prepared by
mapttfacturer, dated 12/14/98, signed and sealed by William Cook,'P.E., bearing the Miami -Dade County
Product Control renewal -stamp with the NOA number and expiration date by the Miami -Dade County
Product Control Division. This document shall hereinafter be referred to as the approved drawings.
LIMITATIONS•
Thit-approval applics'to sin;lc'unit npplicntions of pair ordoors and single door only, as shown in approved
drawings, Single door units shall include all components described iii the active Icaf of ihis•approval. ;
Unit stall be installed only at locations protected by a canopy or overhang such that the angle between the
adge of canopy or overhang to sill is Icss than 43 degrees. Unless unit is installed in non -habitable ore:ts
whore the unit and the area are designed to accept water infiltration.
INSTALLATION
The uluminum storefront door and its components shall be installed in strict compliance with the approved
drawings. '
Hurricane protection system (shutters): the installation of this .unit will require a hurricane protection
system;
I:ABE•L• TNG
Each. tmit'shall bear a permanent. label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved".
BUILDING PERMIT REQUIREMENTS
Application For building permit shall be accompanied by copies of tlic following:
6.1.1• This Notice of Acceptance
6.1:2 'Duplicate copies of the approved drawings, as identified in Section 2 of Ibis Noticc of Acceptance,
clearly marked to show the components selected for the proposed installation.
6.1.3' Any olher documents required by the Building Official or the South Florida Building Codc (SFBC) .
in order to properly evaluate the installation of this system.
Raul Rodriguez, Chief
Product Control Division
2
SEP 16 '03 08:01AM CONTINENTAL GLASS
Arch'Aluriiinunt & Glass L.C.
P.4
ACCEPTANCE No.; 01-0910.09
APPROVED; januarX 3, 2002
EXPIRES; December 28, 2006.
NOTICE OF ACCEPTANCr STANDARD CONDITIONS
1. 'Rcn'ewal of.this Acceptance (approval) shall be'eonsidered alter n renewal application has been tiled
and•the oribitial submitted documentation, including test supporting data, engineering documents, are
no older than eight (8) years.
a. Any and all tipproved products shall be permanently labeled with the manufacturer's name, city, state,
and the Following statement: "Miami -Dada County Product Control Approved", or as specifically
stated in.the specific conditions of this Acceptance.
3, Rerlewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If fhe Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentatiGn initially
submitted is no longer practicing the engineering profession.
Any revision -or change in the materials, use, and/or manufacture of the product or process shall
automatically because for termination of this Acceptance, unless prior written approval has been
rcijuested (through the filing of a revision application with appropriate fee) and granted by this office.
S. Any of the following shal•1 also - be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of,any product, for sales, advertising or any other
purpose.
5: The Notice of Acceptance number'preceded by the words Miami -Dade County, Florida, and followed
by the eXpiration date may be.displayed in advertising literature. If any portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site tall time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
lecepiaoce. ,
9. This'Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
Raul Rodr'guez, Chief
Product Control Division
3
m
4 1a
f 0
E
pArLZIO
J5 3/a" MAX
DOOR LEAF SZE
DESIGN PRESSURE= —62.1 / +62.1 PSF
ON TESTED DOOR - 72" X 84" PAIR
ORA 1114C NO. SHEET NO. SHEET NO.
o I Qr , I or 4 . R _
rRODUCT RENEWED +n u 06WIL I' : roar lw
O1-• to-O4 11 IM meele CONE !
roH°Iu5
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Ao !' pi euW. OOWL%ua MICE am arnwnm
cooecolwuO*+
a - + ueci A. f if --ta&L .a3 G LAIurninum &
Glass T er
wF`L 313S211Qat Phmw. SOD-
432-8132 Far. 954-724-9293 SMING ENEIN
ER 9+14? %
Wpm 0. Ovak /F AISCaP11N1<• SNmormt
falingsf LS11t+EAW
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n. vw&%G
cescapNOa ARCH NARROW
5111LE aa vat au: Done vntW
FRAME 1/4`
1ENOPEREO mmil .dR GLASS. AND
S POIrA.
1DGK JrYL LAB/
125a YNC N4 SHCQ NO. REPORT$ 11
Fa.Ea
95-105 s 100 NpA 1 or 4 m
r-
El
rrl
j) &EREM OV
I - 1Ti+!' .Ah4T . OESCRIP770N
1 .VGA 4 TOP RAIL 2 1 l x 1 3< 63-15 .094 WILL w
SEE FASTENER SCHEOLtE ON
2 A..A I Q GLASS STOP 13416... x 3 i 603—T5 .aSG ?fJRt SNT
4 OF 4 FOR risTENER 3 AGA 114 GLASS STOP 13,116 x 9 %4 63 b0—T5 .050 WALL 19 INTO
SLOOSiRAIE TYPE 64 'NO3PR£iTE GASKET co ACA
5 OM RAIL 3 f 2 x l 3 i 6063—T5 4 WALL 6
1040 .4 SAODL.E VHRESHOLO bd63—T5 -.188 ALL ro 7
4510 DOOR STOP •1 2 X -1 6063—T5 .064 WALL 3UB 64501HEA06RTES+Y-SPLINE ATTAICH£0 1.3 4 x 4To 751• L O 9M-74 NEOPRENE SULK WEATHER STRIP10 4008INSRTFLATF41ER• 60 —TS.678 VIALL 7CQETAl1Dbin.. aK.
E[ As cORUN6 WU11 TM[ N PRODUCTRENEWEDsaNLaaltl/ Kox <mrt N ULO
OF SLALART SEE
FASTENER SCHEDULE ON SHT
4 OF 4 FOR FASTENER TYPE
INFO SUBSTRATE TYPE rs
ao-wA ON
FRAME SCREW SPN
ON
FRAME IRE SCAEN! SPUME ATTACHED -
WITH ja PHSUS (21 PER JOINT
ALL
OOPOER CONSTRUCTION ON 000R5
ARE. THRU BOLTED WITH J/
a' miwo ROD wum NEx NUTS SHEET
NO. OF
4 L SHEET
NO. T
OF 4 IR uc>:
aAtxrx. oN-egw.oq ,s r
2
sr e
I aA rs+ L a
ursttA W/
11 onE aoriwo<[ Yf1Ltf lsooucFtxurTlloL
uvi[ Ao.le:L. a 3 AUKTIITRI
CooLiO01l11A110EOFFICE G
RAlur*inum & Glass 10WO
M.W. 67th Slaeal Tama
a4 FL 3=1 Phane:
OCO-432.0132 Far 954-724-9293 ZMA
HE 49ib St. L
L4a4erdole. Fl. ARCH
N*RROW SLLE voQR
WITH TRAw I/
4' TE"PEREO GLASS,
ANO t
POINT LOCX FYL
US( 1154 REPORTy
It ftL
95-t05 1
OVIAM
or. COO[: ANC
12/14/0e MIE
WAMNG
A0. sNEET No. Lis
400-004 1 or 4 NT
IEGENO_ 01
1f ; PORT OESCRI ! n
O 4500 .' 0 'BACK"JAf/B 1 -3' 4- 'X 4-, I 2 6063=T` .OSO- HYAI L w
2.1 4510 0O09 -STOP 1 2, X- T . 6063-i5 0132-1011
22 H 74 NEOPRENE WEATHER STRIP
23 AG+. 121 HINGE ST1LE 3 t 2 X. t 3 4 6O63—T5 •.090 WALL
AGA 113 GLASS 57OP 13 16 X 9/1b 6063-15 .050 WALL 25
AGA 114 GLIM•STOP 13 16- A4 Tr .6053-T5 -050 VMCL 26
AGA 144 ACTWE.STILE 2 1 2'. X 1 3 4 6063-T5 .091 WALL- 3) 27
RA 449 1NACTRJE LEAF 2. 1 2- x 1 3 4 606.3- 5 .090 WALL 26
TR 36 8 -15 TKRU - BOLT WITH NUTS r) 29
M 26 TOP ANO BOTTOTt OFFSET PMT SET Z I
30 S-PILE SCHLEGEL WEAT14ER STRIP PILE H
D
SCE
FASTEKR SMOME CM r SM
4 OF 4 FOR FASTEfIER TYPE
INTO SUBSTRATE rfK r PRUfli1Ci
REIVLWLD ON AS elluax taw Tut stalest
Max¢aE cn
NCA6.tXDETAI
DETAIL/4 I
Ks rco-11tu SHEET
NO. SHEET N, 1
OF 4 L 3 OF IXM^
Tmpcb17i r twig a1 aw.•
ae A •
Too[ vlrtvoa aRel F
Q]KAL.L•W [CYKWNETI[E auLRamt7ooEOOMI(JIITa: ' 3)0.-1Y1L.a3 Q
Alumiilum & Glass 1020O
KW. 671h Suaet Tamarac,
FL 33321 Phone_
9Q0-432-8192 Fax:954-724.9i' iCO4
HE 49th St. t
Loade.dale. FI. twWuc
0M.F101 - QM
TI ARCH "
ARROW STICE OOOR
YIRH FRAM 1/
4- TEMPERED . vlltuan CUSS.'
joIb t
PCINT- LOCK, nl
Lfe+ 1254 REPORT.
4 II R.
WdI, dO FlE+
j 95-tOS rls IQQ IIQA M a
rri
F1 ----- — f_+
1
1- - MANUFACTURER-1E.-Et40 - - ....
1TE><L PART •MANtKAC'n1AER
1 AGA 4 ARCH ALllMINU11 AGLASS CO. UMM2AGA113ARCHAL dl Guiss CO.
3 AGA 114 ARCH ALUKINIJU do CLASS CO.
4 H 64 UNIVERSAL RU'88ER CO.-
5 AGA 5 ARCH ALUMINUM & GLASS CQ.
6' 1040 ARCH ALU14INUM do GLASS CO.
7 4510 'ARCH ALUMWW do MISS CO.
Lt 4501 ARCH ALU74MN do GLASS CO.
9 74 UMvEn4L RUBBER CO.
10 4008 ARCH ALUMINUM do GLASS CO.
N2220 RC4500AMR ALUMINUM & CLASS CO.
21 4510 ARCH ALUMINUM & GLASS CO.
H 74 UNfYMAL RU66ER CO.
23 AGA 121 ARCH ALUMINUM do GLASS CO.
24 AGA 113 ARCH AL.WMINUAI & GLASS CO.
25 AiCA 114 ARCH ALUMINUM & GLOSS CO.
26 AGA 144 ARCH ALUM NUU & GLASS CO.
27 AGA 149 ARCH ALLIMINUAI $ GLASS CO.
28 TR 6 ARCH ALUMINUM & CLASS 00.
29 H 25 INLERNATIONAL DOOR CLOSER CO.
30 S-PILE SCHLEGEL
f NF H • - - - '
VTTO %fd0O:' jf14 H-2 112'ft4 HOG W,00-SCREiri. - JAMBS -Q 1 1efr. FfT01A U40.S
AtJ6-14' OC;'I-AO re SILL 17'45- fR'OU bW 11N0'12 I/V OC - .
INTO CONCRETE- 1/4 X Z 1/2- FLAT HEAP TAFCONS. JAMOS a 3 i/L- FROM EMS
AM L4' CC. KEAD k SILL • a' fROM END MO 12 1/47 OC
RTTU STEEL 12 44 MIN.- 114 X 2 4/2' SELF 9NLL7XG SHEET METAL SCREWS
JAMBS O 3 1/2- FROM EHOS.AND 14- OC-, HEAD A 51LL a B- FROM ENO ANO 12 1/4' CC.
mLl1
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19w
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PRODUCT P"EWED
Z
4mumul ', ht:o Lfo-09 r
n•
J a•4
LIO.A7IOH.ATL iS v F_
V/ ckf An xQ 13 CONi wz *Tjj Im D
cplelp.O9%V - h IEAIWI a1WWAa Cfi*
COOLOOfiNJANCE OF#Wll '
i
fe eol OirS411 ,
0111 aes call ofxeuftu 4[flce
4- OFFSET CAS[ ALIMMU 1 611%WS $T RITERNATIOHK OOOR CLOSER
YOP AND BOTTOM OF ODOR LEAF
2- HMR120NTAL P1i511 LIAR ST ALUMINUM SHAPES 42 1/2' FROM
BOTTOM OF DOOR LEAF
2--%fR11CAL PULL HANDLES BT AWUfWM SHAPES 42 1/2 FROM
DOTMU OF DOOR JEAF
1- ONE FONT LOCK SYSTOC WRH MULAPLY HOOK SCLT Ur ADAMS
FOE IUSIB_`OS HEY EXTER10R/"*JMB 1URN 1 4TErOUR 34' FROM
BOTTCM OF AL'BNE DOOR LEAF
2- REFLECTOUTE 63OG SERIES FLUSH SOLIS, top me surmM ON 11JACftvE
DOOR LEAF.
Aluminum & Glass
TawwmFL M321f90e
Phoaa:800-432-0132 Fax954-7249F93
WARM. ilaclliaf E aeff
RCCSNOI 4U91er1 46
IL _tmmlcy nc.
300a IJ 5iliT.- -
Ft LcudcnWla, A,
ONVANG OESCOPOCN
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ODOR WOW cRAME ANC 12/14/5/
1/4"•-TEMPEREO,
N VAE
CLASS, Aft
1 POL?fT LOCK
ORAVOK NQ. SHEU NO. SHEET NO. IncW#
1254 EfuTefic w ' Jl NO`
gEPoem II
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3374S?
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jS-32 MACH. S%r?z1N
95-08-So5)
IZI D DRILL 1/4' DI,",
SING3s„ HUNG PEA"?)
0-32 X 1 3/4' FLAT
I" rAD UACHNE
SCREW (99-08-165)
p-32 iJU=T
99-08-BOO)
F)
6 PER PACK 6 PER PACK
SERIES 74D/744
SINGLE HUNG
AI iE HEAD (ZNTRa nORMA
c_32 N„i::T (S9-as-300) ILINur MMM ij i .
c'T7'G+4 81LT / / mi
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SCOR= SING+. HUNG FRAMEt HEAD NAIL FIN AT BASE W-Pr{ KNIT - AND ?.=t,+101 F1N rrLUS9. 2
Lr3CAm S?TC!A<iY WINDOw ON lo? Or SINS` riUNG tI9NC
r'rrtE-?UN0 3 H ??01A3E0 IN S?ECl1aLTY wINDOw ?AILS SI!! AS GU10= M,RK AND DR.: Ile DIA401- IN S1WGL_" .HUNT HEAD. 4).
AirACri USING ,:-32 F_4irl'JLD MA. :IN_ SC.REV s ?aOVIDE-) (Sct ABOVE). A???OX. 1 ?-sic FOOT. IFrD-E-
SIRED
BREAK 0, EXCErS A-:.2 MACHINE SCREK 5).
INSTAL COMBINED UNITS AS ONE COM?LE—mWL41DOW. NOTES.
R>!
01/- NAILING nN ?Y SUDING 1T OUT I,-{z ETID OF j{F 05X IHNDOW r-RAM: SIL± TO
CALCULATE OVV ALL STACX0 HEIGHT - ADD TT H,:IGHT Or SINGL-" HUNG TO TTi HEIGHT OF 05X IMNDOW AND SU37PACT 114'. ir!
E t i7HDGHT 1S rdZ CAU SZE (WMINAt SIZE) MINUS 1/2- uSc
Trr_ 13-32 MACHINE SCREWS AND NUTSzRT3 W SC -W PACK. SI1r<PLY DISCARD trlE ADDIAOINAt S1:REwS FRDrA! PACK NUMM
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Series V83 'STRUCTURAL' VERTICAL MULLION -Florida Flange
S19p t Caulk inside mull as shown to seal ira-le jambs.
Step I Ploce windows end rnu1hons tooethsr as shown below. 1740/7441
Step S. Using the pre-punzhed instalio;ion holes in window jambs as a drill quid., drill 1/B" holes int0.o mullions.
Step 4. Attach windows to mullion using 8 x 3/4" shin; meial scr_ws (Rot included) tirouai drilled holes cs spawn blow. io avoid iamb d:s;oriion. do not overtio. s:.rewL
Step S. Coutk any voids to prevent any leokoae.
Step 6. Before lii;ing into roucn opening, drill -Wo h le each _ ' y p sin h clip and >Zsert into each end of m J11 as shDWn blowwith ab pointing to inside, r estea ec: ; Gig tab ;o construction with ;wo rl0 x 1 1 / " Z sc ews for struc4LUral inLeorhy.
Note: =a_h m Jtl cods 1/8-
M&NW M Nam;
123 x18
X /4" sheet mstal s:. ews !- Caulk (2 places)
5:"764
A* MM HOiM (DP.tIED) J 4-- 1.125 —
Z/16" Clearance holes
Field Drilled)
PRE -PUNCHED ,1AQ HOES.., . NOTE SEE REWRSE S11DE FOR
FASTEMNC REQUIREMiNTS.
M
m
m
Z
W
3
A
Series V83 HORIZONTAL MULLIOP! for S{MGLE UNITS'- Florida Flange
740/744
NIC- 1— _.
L =NCOHS 0iR, S AND-?D VJO H UNIT" ARE 191/a" 261/„ Step
t =iCSiuon ri5' 7!liD' n. UllD1 iOr D3 IoWar Cf?i: CS SaOwn below. 1 -rh i/d OEM. drill Up LR- D70i1 ;,CJ.eS In the S n—o7 e j11•_;1 neods i.,to ti a .:kill. Be -ore u iczining with -2 Y. J S=e S (nDt hnciu6ed) .-.-n D toll lenQth .0: rn owr,. 5 / . O: .,:,il; lit O.ee S Oi
Mull --ld Oi,ll 1/3 h0leS; i:- ',>OSIl.b.i St OWn. DI sm-ne :enie'S CS lower Un i'L. Wi;h j/JG 0'll!, c. ^.'
ll: 113 h 31: !3n: :IS 5-,) W 1.1 S bra v.-S. i
Ma
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3 CotAt betweat window Romp and buek4. Cdv11 fin/ WkAstr of dndmS• ^
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of
1. Shim as required at each InstallaUm anchor as shown. hfdh load beorng shirt, 2. Anchor must be of sufficient, hngtih to provide 1 Ile min w b boa in
D
CaneeeL a YerAey O ei» lnpr Into masonry or COncrate.
m 3. Co k between wtndOw SW49 and buck
i. C&A tat prineter of windm
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e Q •
e
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Rodleswry 5windowShe>, noR q entlty for witgiven,
us! anchor nut
WW window In eihort. L
S. Man th'dmesswN vey with *ihdow size and design loot and must comply s0 • i
with ASt11 E1300. s • !
Hass sus er mws 7. ls:tsr designotiw on the tC;0_on• Io:otion chart Indicate when and=
z are to be•hnstODed using the devotion at a key. I`
v= S. All Wocy cWod hates not designcted for taizon' should be wed wrh s9stewsatsrYcientI1htoado
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1t'I'
BJIL FieO$IDl B.O.A~F. 1R 25 1/2 a 25 A c A c i ' • _ ;n 334
25 ;n2 x 49 /° A C B. MANU'ACTi >
Yl)!:
Jamb 1R 3 25 1/ e3 ° A,4 C A. B. c fee 3' + .R '
ear / M1 N?JMES d f 1jZ 36 25 1/2 h 71 1/4 A E. C A. k C s t Q
31
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RAVL a SWIMI ! ONAP Praises R
me
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hh..:.:'r. eu *Wwr- 1INSTALLATION
INSTRUCTIONS to* °
seamnow
ar
Pfs-ttia s ` cido FASTENER SCHEDULE C. r, CI A AI^r-
e... . f . .
1
o
to T40
Opening
Hq1. 4..
Varies
mot. 16'
16- lyp.
Anchor
Spacing
4"
J.
U 'oOFeninqDoorSupp
4. Hal. Bracket
Var s
16" Max.
GVlBracket Spacing
161yp.
LDoor
Curtain a
p.
Steel Guide site
Bottom. Bar
Deloil Rain-
t p L
1/
2 =, Ovidt
Festener Spoeing INTERIOR
ELEVATION Door Curtail:) SE( Troek
Bracket Spacing Scale
mw .018_ 001 Hot Dip Cohroniied Steel Pa
ng ASIM A-653 Slructurol Steel Senior
for Both Guides. (Erode 8D) With Full Cool Of Primer And WNOLOCK
HWX SrRAP Baked Polyester Finish Cool. IMIA'
IL. HOT OIPPED GALV.EEL .
105 5/Ib'SIUD NXT r
ml
1250HIEDODtJWID!>Wl
ll OX
S 437 u>
4:>tD A5 90N of %1Tt40R
REV. 1.500
1.062 f--- 2.
375 GIP.DES
MADE FROM .010 HOT DIPPED
GALV. STEEL DOOR GUIDE
L- 2
R
1 1/2 Steel Vigl
SLEL'.
E
NO -OF SCE 00AIL Al UP FOR SPACK.
MUM,, Won,
E' 1/4-
14 7/6- 11/4 F—'. 3/5--- r WH
AWX SELF 1 DFtt>tic
FASTENERS. • SEE EEEVATIDN
FOR 3/4A''.
r . 3/4
1 Opering Heiglll
Up To
16'-0 Yl REAR SfRP'RNDLOCX SUPPORT wpAIOCY 4Q
OCKNOOKSTIIAP (CURIAIY
1TOTH)=(OPEA'TIC NIDT"i5')— CU*E MASONRY JAMB
STEEL JAMB 2'1 2't 2 1/2' Curloin Sheol
C•UDE'BRAMTMNED Otll>r%RD CUOE BRACKET . I -Splice
occurs MATERIAL: CS TYPE at 20-
Centers. 1/4'-14 1 7/6' Or C40
71,10115S HWH TRAXX
SELF .095 ORIWNG
FASTENERS
I/8(
TtWtl/2' SEE MATIDNFORSPACRtG. Sheet
Spice
3/4 4 — 2'A 2'1 2 1/2' cuDE eRACKE7
Sc*: Nov
BOTTOM BAR'
250 3.
344 1.672 .
i 375 R.
030
11.01 .63, ` TYPICAL u0u
sUrr
I I CORRUGATED SHEET
WAfERNL: CS
TYPE WMJA017 SUPPORT
V C40 1HICYd1ESS NOTE tI4N0lOCR .
095 NINDLOCKS STA30PED
FROM .1)0' CALY. DOOR DUDE r STEEL (.
75't L3751 AND RUMD 10 ALTERmrc CORRl1CAT104
WRH (2) 3/16' STEEL JAMB STEEL POPRIYEiSSUPPORTEDBYA16CASTEELBACi:
UP MALE ON EXU4R SOE C14K BRA U TURnED IN &'ATIDED Of DOOR
CURINN. ALIERKIE gout r4Nc T'r\'
1%Ti iip\t kCVti.i+_uwSl_?4 •' Belt -S,
A• /• .- .'. 01 Refer
to
lest report Humber VSD-
01-11 Doted 07/
13/01 Ooors designed
for 30 #/fit POS./NEC. PSI* wind load Moximum door
sire 16'-Q' wide x 16'-0- high MODEL 651-
30 w w
os s b n xNI 'rppA q 65I-»-rs! Sic. None
I rip)=1.voln n.o•
WEST ORANGE LUMBER Fax:4076560580 Oct 30 2003 10:51 P.03
R
W R W Building Consultants, Inc.'
B Coowlfi and &Owwft Servioea flor the 8nfto ilAwy
C P.o.1w = vw iv% n, 3359t Ph= 813.684.3831 Fmmim1e 813.684.3954
GM Y N01'liCit OY XVALDATiOr16 C90-=
109 Aftum Raad _.
bOa,1N 46721
PbW 219.868.3811 BsodU0 219.868.5190
DLSC ITOUNU1 1'
11 WW Dam: CaoMucam series Wood Bdp &W Door Qp11g11e) wuh or without side-Mm
ohm up ti r4 x wo IIwbb Or1 aet Catepe,etitax X, OXD$ XO, ox, Xx a Quo
Gsmr.l lleseripfimam The deed asd je1 s wood 1oe is` 4.5" x 1.25" witb am a oded ahaniamla bmop ehrabold.
The door prods and dddhe pmde ails 1.611" thkk add = a* ottelo 25 pup OWn 0.01r) shed dd11e gaed to wood WIn
aad rai4 with a wah ma ooee. 'rile giroed dddbm arc rased bD iamb a %" iowdod k-m v moil UPON iaseeta ombat d
by Thmma-Tsm
1707.4.3 FxteeW Door Aaietobi * 1707*3Ilddbm Door Awed W=)
7d Dmwban No
am xm LAN" shok
Ak n ate, lbdwom NY R 3001
3001
01-741.110KO
01 741.10=0 Ju"b L Doidw !.8 A 43929
TAi 3W F=d any m odaft wy b'R
301xyh-
AFTU
01-743-110040 J°L Dolde0. P.E. 0 43M
9331 WMor
ymodn M ambakr.Ky Mw l
1001
741. 10
010 741•1Od310 lw¢ L Dddw P.B. 4 439.19
Arru E3e3 AJr 1WB mdu m abdoft 1'IY R 1
a401
01-741-11004.0
01-741.10B3Z 0 kp*b L Do" rS 0 4 19
TAB L1001tiPisWs4ify7sd7001 0 741.1 J004 0
01.741-10e07.0 lam` L Dehim PH t 42M
8iiars . aooid.r+ i 0e+ set l!'i i liw lermn oftim m W_ oP
r odwo awre 1.1ie1i AY do4No+teo e. rMiasede. exee wlemos. d edr amp callfiers
X
himilum
Side 7b
3'0 X 6'8 Deldp
Plain 67.
00 - 67.00 wq5
Good lb 3'4 x 6.8 60.00 -60.00 Bed
Ab= CoMW A1tme AftwW Doable
XX To 6'0 x 4'8 40.00 - 40.00 60.00 - 60.00 Doable
w& &ddhw oXXD I Up To 8'4 x 618 40.00 - 40.00 60.00 - 60,00 on
re verne aide this pqp 1.
Evdamd bor am in kmah ees ad emimp b0 the Fbnds Bmkftg Uode ad whm presoare mgminmtm as deLe =wd by A=
7 KWmm Deedpa Loads for bOdi W dad older Sb=um do cot exceed tha d=p pwsure rounp listed dhows;
2.
F09 Adlwoory i>oetsllati= WhUV 00 s1641 * is less than 1-In inch= ABC =div 11707.4.4 Aac110 W Methoft mild rai>`
sooeio el 1707.4.4.1 meld 1707.4.4.2) same Caudar Tapcaa t'pa ooawvmap anabm 1pm be wed and! boo m s . be
smmh thss a mimimlm i-U4" went ddw Tapean bw the momr7 wind is *amad "4
FloridaPWI=doml Ems! ee' - Sal No. 43409 April 22, 2002 LyWoa F. Schmidt 19506
Freaeh Lags Ddve Las; FL 33559
WEST ORANGE LUMBER Fax:4076560580 Oct 30 2003 10:52 P.04
77wrerw7aru• Condma goo i ferns VMood fte Oyu w**,Q ftm0 ftw
M admwn Sae Up To 8'4 x 69
or
i
x o-•i r.10
sm
o Nt.
t' Is ti
x s
a- Vwn ottaching Sidelite the above anchoring appiies.
gi
SE£ MOTE
Cm
ilr _
S'
EL N07E 10 ;
x t m am
b' ID
g--
flop v *00"
oteoc" ft ,max. t d.
ocbde potm to Um 4-ft & ADM.=
bud*
we /to PM x2• Lq. Pws. wrrw et
ooMq W_ sbfko d edNdt
Pbtes to " oabwo okhdp Lp.
Fliw5. jamb u" /
10 x T 3 4' T I
r 3
e
sw
sw
DEwYI.
OETi1M. 'C
b' x
x
Ice or
I
r
e• 3'
g F•-
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so
r east WAIL I- Ne x
r Ig Laof (Y)dxZ7/2• M A PFM
Mrs
AIIAMMMWAL nLM
w
AT g
ASfR1QAL _
ro
THRP%
rBOLT DIOUOM FOR
A t • V4000H FOR A Z' BOtT ?"NOW
BOLT THROW AIUbMIJM A+
f`itAf.At. AU Mid
AAST ArAL or AS:
RAf?
L T1+Row BOLTS AT THE
THRESFIOL D
r>
H
a
w
a
z
k 4iMCIb
T
LW
E" C
WAaWr. re'
LF
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3 ipS -1,g1L e k
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C' P& n j z.,
Filename:
r
ELECTRICAL LOAD CALCULATION
Filename: Gordon Street Warehouses Eld, 1-3
Line Neutral
Lighting -Connected vs Sq.Ft. 6,825 6,825
De -rated Receptacles 540 540
Other Lighting 0 0
Sum (Lighting and Receptacles) 7,365 7,365
Kitchen with Demand Factors Applied 0 0
Heating and Cooling 0 0
Motors and Others 0 0
Max Motor 0 0
Volt -Amp TOTALS - 7,365 7,365
Maximum Amperage = 31 31
Service Voltage - 240
Service Phase = 1
All Signs should be included in Motors/Other section at 1250.
This lighting CANNOT be de -rated!
w,9 y rQ6 S7109 4 0
PK v-'VYc
VAI Li rVV`t LL. VV l':1.1 V.--- w ..r.0
Filename: Gordon Street Warehouses Bld.
s .
1-3.ccc
ELECTRICAL LOAD CALCULATION
Filename: Gordon Street Warehouses Bld. 415
Line
Lighting -Connected vs 3q.Ft. 13,125
De -rated Receptacles 720
OtherjLighting 0
Sum (Lighting and Receptacles) 13,845
Kitchen with Demand Factors Applied 0
Heating and Cooling 0
Motors and Others 0
Max Motor 0
Volt -Amp TOTALS = 13,645
MaximumAmperage =
Service Voltage - 240
Service Phase = 1
i
All Signs should be included in Motors/Other
This lighting CANNOT be de -rated!
lti VU 4- S
T eV., C-4e e-?iz! G19 ?0
00/1 Si/A
IQ'P mnee ``1 fa
Neutral
13,125
720
0
13,845
0
0
0
0
13,845
58 58
section at 125%.
0E sF0 &<?
i
a
I
I
r
r
u t
r
vJ
l
9 3tI
I.
V
I
i v
J
i I
0
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ftl s , I
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4to\
ns +
w!
I co
r41
7AaOL Sld - rip. —!!
OT'L= ib im
I
C
VIC ram,_AILa
CONCRETE NOTES,
1. ALL CONCRETE SMALL BE NORMAL WEIGHT (145 PCF). USING
TYPE 1 PORTLAND CEMENT, HAVING A MINIMUM OF 28 DAY
COMPRESSIVE STRENGTH OF 3,000 PSI.
2. APPLICABLE CODES AND STANDARDS FOR CONCRETE SHALL BE
ACI PUBLICATIONS, 301-72, 318-77, 347-60, AND SP-5
CONCRETE MIX SHALL BE ACCORDANCE WITH ACI 319-77 AND ACI
301-72.
3. REINFORCING STEEL SHALL MEET ASTM A615, GRADE 60,
4. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS
FOLLOW&
BEANS ABOVE GRADE 1 a'
SLAB ON GROUND CENTERED
FOOTINGS 3'SIDES L 3' BOTTOM
5. WELDED WIRE FABRIC REINFORCEMENT SHALL BE IN
ACCORDANCE WITH ASTM A185.
6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 25'
UNLESS OTHERWISE NOTED ON THE STRUCTRAL
DRAWINGS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING
AND SHORING AND THE DESIGN OF THE SAME DURING
CONSTRUCTION.
S. CONSTRUCTION JOINTS SHALL BE LOCATED AS PER THE
DRAWINGS.
9. ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION
WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE.
10. PROVIDE J' PRE MOLDED EXPANSION JOINT MATERIAL WHERE
SLAB IS POUR D AROUND COLUMNS UNLESS OTHERWISE NOTED,
11. SEE BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR THE EXACT LOCATION AND ARRANGEMENT OF ANY
PADS, SUPPORT FRAMES ETC, REQUIRED FOR MECHANICAL AND
ELECTRICAL EQUIPMENT AND NOT SHOWN ON THE STRUCTRIAL
DRAWINGS: GENERAL CONTRACTOR SHALL COORDINATE WITH
OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC.
TO BE PLACED IN CONCRETE.
12. ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/OR
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO PRECEEDING WITH THE WORK AFFECTED.
I& FIBERMESH MAY BE SUBSTITUTED FOR STEEL WWM
WF-1
CF-2
Li
3
OUT -TO -OUT OF CONCRETE
CF-1
a
WF-1
CF-2
I
U-
3
CF-2 CF-2
c NOTEt SEE SHEET A-2A FOR SAW CUT LOCATIONS & DEPTH
b
N 3 NOTEi SEE SHEET A-2A FOR VERT. 3
DOWEL PLACEMENT LOCATIONS
r
PERTAINING TO CEMENT BLOCK WALLS
CF-2CF-2
N CF-2 CF-1 3
WF-1
30'-0" 30'-0"
FOOTING NOTES:
MARK FOOTING SIZE REINFORCEMENT
CF-1 3'-6" X 3'-6" X 2'-6" 5 0 6" O.C.
CF-2 2'-6"X2'-6"X2'-0" 5 0 6" O.C.
WF-1 12" W X 16* H 2- #5 CONT.
ENDWALL
4' 3000 PSI CONCRETE SLAB W/ FIBER MESH
OVER 6 MIL POLYFILM W/
EDGES LAPPED & TAPED
OVER CLEAN COMPACTED
TERMITE TREATED SOIL
I
16'X12. 3000 PSI CONCRETE FOOTER W/ (2) #5
REBAR CONTINUOUS ON CHAIRS a 4'O.C. MAX
8' ROOF
8' WALL
3' HOOK (TYP) '
TYPICAL SECTION
CF-2
GAGE METAL WALL SHEETING
4 GA ANGLE
V/ V4'DIA xl 1/2'
PINS Re, at MAX
x3'-6'x2'-6' 3000 PSI
CONCRETE PIER
WITH C0 #5 REBARS
e10' O.0 W/ 3' MIN CLR
26 GAGE METAL ROOF SHEETING
8' WALL GIRT
STRUCTURAL STEEL COLUMN
POWERS STEEL POWER BOX LINTEL
W/FILLED (1) # 5 REF DETAIL II
CVADE a 1-800-TYPICALOOPENINGS,PER PLAN
05 REBAR VERT REINFORCEMENT IN GROUT
r FILLED CELL
LOCATED PER PLAN SHT # A-2A
INI OVERLAP W/VERT REINFORCEMENT
TEDD PERp PLAN SEE NOTE
ASTMAI307 STEEL ANCHOR,
1. A PERMANENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT
PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL
SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER
OR ELECTRIC PANEL FBC 104.26
2. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, DISTANCE BETWEEN
WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6
INCHES EXCEPT FOR PAINT OR DECORATIVE CEMENTATIOUS FINISH LESS THAN 5/8'
THICK ADHERED DIRECTLY TO THE FOUNDATION WALL,
3. INITIAL TREATMEANT SHALL BE DONE AFTER ALL EXCAVATION AND BACK
FILL IS COMPLETED,
4. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED
INCLUDING SPACES BOXED OF FORMED.
5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT
INSTALLATION OF TRAPS, ETC. SHALL BE MADE IN PERMANENT METAL OR
PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE L DEPTH TO
PREVENT THE DISTURBANCE OF SOIL AFTER THE TREATMENT.
6. MINIMUM 6 MIL POLYFILM TO BE INSTALLED TO PROTECT
AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE POLYFILM
PLACEMENT RETREATMENT IS REQUIRED.
7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT.
8. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER
CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPIING AND IRRIGATION
ANY SOIL DISTRRBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE
RETREATED.
9. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
10. A CERTICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE
OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL
STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES L THAT THE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICE.
11, AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST BE
REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS
INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR OTHER
CELLULOSE CONTAINING MATERIAL.
12. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE
BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING.
NOTES:
ALL ANCHOR BOLTS TO BE 3/4" X 18" LONG
BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS
BOLTS EMBEDDED INTO PIER y
2' MIN (MIN 2 1/2' `PROJECTION)
TYPICAL SECTION
CF-I
D,W, SMITH ENGINEERING
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
MECHANICAL ENGINEERING CONSULTANT
9909 WALLASTDN DRIVE-DADE CITY, FLORIDA 33525
PHONE# 352-521-0865 FAX# 352-521-0867 E-MAID zephyr27epte.net
ALL STEEL BUILDINGS DELPHINI CONSTRUCTION, INC.
PROJECT GIXRM STREET FOUNDATION PLAN
ID AS200 BUILDING # 2 DESIGN: DWS I DRAFT: CHECK:
pj@ECT
ADDRESS
LGIORD1O N8STREET INDUST PAR
SANFORD, FL
ALL STEEL BUILDINGS
8(
COMPONENTS)INC.*
10159 U,S, HWY 41 SOUTH
GIBSONTON, FLORIDA 33534
PHONE #. 800-331=8341 FAX# 813-671-8602
E-MAIL ALLSTEEL-BUILDINGS.COM
D,W, SMITH ENGINEERING
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
9909 WALLASTON DRIVE - DADE CITY, FLORIDA 33525
APPROVAL OF ALL STEEL BUILDINGS L COMPONENTS,INC. DRAWINGS INDICATE THAT ALL STEEL BUILDINGS-L COMPONENTS,INC. CORRECTLY INTERPRETED AND
APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS.
WHERE DISCREPANCIES EXIST BETWEEN THE ALL STEEL BUILDINGS L COMPONENTS, INC. AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL
STEEL PLANS SHALL GOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.)
DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY ALL STEEL BUILDINGS L COMPONENTS,INC. ARE THE
RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN ALL STEEL BUILDINGS L COMPONENTS,INC. UNLESS SPECIFICALLY INDICATED.
BUILDING LOADS / DESCRIPTION:
WIDTH: 60.0 LENGTH: 60.0 HEIGHT: 18.0
BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS).
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED
AND APPLIED AS REQUIRED BY : FLORIDA BUILDING CODE 2001.
THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY
WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.
ROOF DEAD LOAD: 3 PSF (ROOF PANELS >L PURLINS)
COLLATERAL LOAD: 0 PSF
ROOF LIVE LOAD: 20 PSF
ROOF SNOW LOAD: 0 PSF
BASIC WIND SPEED: 120 MPH(3 SEC GUST)
SEISMIC ZONE:
IMPORTANCE FACTORS:
WIND LOAD: 1.0
SNOW LOAD 1.0
SEISMIC LOAD 1.00
OTHER LOADS
INTERNAL PRESSURE COEFFICIENT= +/-0.18
DESIGN WIND PRESSURE FOR CLC a ROOF = +10/-33PSF
DESIGN WIND PRESSURE CLC'2 WALLS= +23/-25PSF
ENCLOSURE CLASSIFICATION: ENCLOSED
ALL STRUCTURAL STEEL: ASTM-A36
EXPOSURE CATEGORi-."B
ROOF PANELS:
COLOR: GALVALUME
WALL PANELS:
COLOR: NEED COLOR
TRIM COLORS:
CABLE: NEED COLOR
CORNER: NEED COLOR
EAVE: NEED COLOR
FRAMED OPENINGS: NEED COLOR
LINER PANELS:
COLOR: N/A
LINER TRIM:
COLOR:
SPECIAL NOTES:
PHONE# 352-521-0865 FAX# 352-521-0867
I HEREBY CERTIFY THAT I HAVE
REVIEWED THE ATTACHED PLANS AND FIND IT TO
BE IN COMPLIANCE WITH THE FLORIDA BUILDNG CODE
120 MPH WIND SPEED (3 SECOND GUST)
DAVID W. SMITH P.E. # 53608
1
PURCHASER: DELPHINI CONSTRUCTION,INC.
0-PROJECT: GORDON STREET WAREHOUSES
PROJECT ADDRESS. LOT # 8 GORDON STREET/ SANFORD,FL.
JOB NUMBER: _ ASa 2{0_.0 `'
pj. - L +-
i
i . ' . ! K;-
7 .' .ari(`T e`vb _ .+. ,A' Y
awar..
r+ r• +y-`"'- i. . -r Ni
1 .
iG= '3/4" 1 2.. ,poi
0
i I o l 0
3.. II o
1 1/" EW
DETAIL A
Jic= 3/4" 3 1 2" PO4
r 9p
o I 3.
o .
o 'Ii 3 1 /2"
J L_ -J
i`
i
I See Pion
DETAIL B
i Dio= 3/4"
I IiI
T-
010
3„
1 010
4"
SW 2" 2"
I
i See Plon
DETAIL C
a
0
0 c
0 c
I C,
r
60'-0" Ot;1-?O-OUT O= SIEEL
2
0
0
ANCHOR BOLT PLAN '
NOTE: All Bese Plates ®100'-0" (U.N.)
ALL STEEL BUILDINGS DEL PHINI CONSTRUCTION
PROJECT GORDON INDUST PARK DEVLOPMEN1 ANCHOR BOLT PLAN
ID AS200 DESIGN: 1 DRAFT: CHECK:
t`
PROJECT BUILDING 82 DATE: SHEET OF
ADDRESS SANFORD.FL
HIV
RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES
IV
FRAME LINE ----
Column Reactions (k ) - - - - - - -
Frm Col Load Hmox V Load Hmin V Anc. Bolt Bose Plate (in) Grout
Line Line Id H Vmox Id H Vmin No D(in) Wid Len Thk in)
2 A 1 6.5 14.8 2 -7.9 -12.8 4 0.750 8.000 14.25 0.375 0.0
2 D 3 7.9 -12.8 1 -6.5 14.8 4 0.750 8.000 14.25 0.375 0.0
1 -6.5 14.8 3 7.9 -12.8
NOTES FOR REACTIONS
Building reactions ore based on
the following building data:
Width (it)
Length (ft)
Eove Height (ft)
Roof Slope rise/12 )
Dead Load kpsf )
Collateral Load (psf )
Roof Live Load sf )
Frame Live Load sf )
Wind Speed (mph
Wind Code
Exposure
Closed/Open
Importance - Wind
Importance - Seismic
5. Loading conditions ore:
1 DL+CO+LL
2 DL+WL1
3 DL+WR1
4 DL+WRI+WS
5 DL+WP
6 DL+WLI+WS
7 DL+LL/2+WL2+WS
8 DL+LL/2+WR2+WS
60.0
60.0
18.0/18.0,
1.0 1.0
3.0
0.0
20.0
12.0
120.0
FBC 01
B
C
1.00
1.00
ENDWALL COLUMN: MAxA0.U. REACTIONS, ANCHOR BOLTS, BASE PLATES
Column Recctions (k ) - - - - -
Frm Cu! Load Hmox V Load Hmin V Anc. Bolt Bose Plate (in) Grow
Line Line Id H Vmcx Id H Vmin No D(:^) Wid Ler. Thk i)
1 A 4 1.7 i .0 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.4 6 1.7 2.1
1 B 4 3.7 3.3 5 3.4 6.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.8 7 3.7 7.6
i C 4 3.7 5.9 5 3.4 6.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.8 8 3.7 7.6
1 D 4 1.7 2.1 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.4 4 1.7 2.1
3 D 4 1.7 1.D 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.4 6 1.7 2.1
3 C 4 3.7 3.3 5 3.4 6.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.8 7 3.7 7.6
3 B 4 3.7 5.9 5 3.4 6.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.8 8 3.7 7.6
3 A 4 1.7 2.1 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.4 4 1.7 2.1
BRACING REACTIONS, PANEL SHEAR
t Reactions (k ) Panel
Wall-- Col --Wind--- Seismic- Shear
Loc Line Line Harz Vert Harz Vert (lb/ft)
L-EW 1 B 5.2 4.2 0.0 0.0
C 5.2 4.2 0.0 0.0
F_SW D Bracing Not Used 0
R_EW 3 C 5.2 4.2 0.0 0.0
B 5.2 4.2 0.0 0.0
B_SW A 2 ,1 9.6 5.2 0.0 0.0
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
D AS200
PROJECT BUILDING #2
ADDRESS I SANFORD,FL
DELPHINI CONSTRUCTION
ANCHOR BOLT PLAN
DESIGN: I DRAFT: CHECK
DATE: I SHEET 0
END OF BUILDING WELDED
TO RTORAFTER
12 S. D. SCREW
SnEET ANGLE ROOF PURLIN
i o 0
I — L—— —— — — —— -
ENDWALLRAFTER
AG SECTION THRU ENDWALL RAFTER
ENDWALL
COLUMN
BOLTS,
0 75" x2.0"
WASHER
ON COLUMN
O SIDE
BASE PLATE
PLAN ELEVATION
E 7
BASE PLATE FOR ENDWALL
COLUMN OR DOOR JAMB
FRAME f
COLUMN L EXTENSION OF
TOP FLANGE
SECTION ELEVATION
EAVE STRUT TO RIGID FRAME
ENDWALL
RAFTER
CONNECTION
ENDWPLATE
ALL
COLUMN ONE
S+DWN. IWO p
WT
USED) L7
ENDWALL RAFTER TO COLUMN ENDWALL
RAFTER
0
1 0 _ I
1
I 0
0 BOLTS,
0.5" CONNECTION BY
1 a, PLATE
IFrj
RAFTER SPLICE AT SURFACE CHANGE STRUT
r°
Oi I
I L° °
J FRAME
BOLTS. COLUMN
0.5" x4r*7.5" E%
TENSION OF TOP
FLANGE SECTION
ELEVATION ciz
EAVE STRUT TO RIGID FRAME ENDWALL
BOLT,
0.5" COLUMN BY
1.0" ---\ ENDWALL
GIRT C8
ENDWALL COLUMN TO WALL GIRT CORNER
COLUMN i
BOLTS,
0.50" BY
t.50" i
S DEWALL — — I!
GIRT
ENDWALL GIRT
CONNECTION
PLATE
CORNER
COLUMN TO WALL GIRT I
BOLTS,
0.5" ROOF x
1.0" (TYP) PURLIN RRAME
IGIDof
FLANGE
RAFTER
BRACE C
ROOF PURLIN TO INTERIOR FRAME RAFTER BOLT,
0.5" 1
BY .0" DOOR
JAMB 1
I
of
CONNECTION
PLATE WALL
GIRT @
WALL GIRT TO DOOR JAMB FR
COLUMN
COLUMN
FLANGEBRACE - I:
LJ J L WALL
GIRT WELDED BOLT, 5" PLATE
x 1.0 eTYP) WALL
GIRT TO FRAME COLUMN EAVE
STRUT I
I
i
o
o CONNECTION PLATE DOOR
JAMB ! i
SECTION
ELEVATION DOOR
JAMB TO EAVE STRUT AV3
3OLTS,
iDOOR0A3D[27x 1. O
BASc
PLATE PLAN
ELEVATION E
6 BASE PLATE FOR DOOR JAMB GABLE
BOLT.
TYP. _ .._ RAKE DEAVE
STRUT TO ENDWALL RAFTER DOOR
JAMB CONNECTION
PLATE
0
0
DOOR
HEADER SECTION
ELEVATION BOLTS.
0.50" BY 1.0' (TYP) DOOR
HEADER TO DOOR JAMB ALL
STEEL BUILDINGS j
PROJECT GORDON INDUST PARK ID
AS200 1 \
PROJECT BUILDING #2 V
ADDRESS SANFORD,FL DELPHINI
CONSTRUCTI 9fRUCTURAL
DETAILS DESIGN:
DRAFT: CHEC DATE:
I SHEET
C
COLUMN OR
RAFTER WEB
HILLSIDE
CABLE WASHER
FLAT
WASHER
i
EYEBOLT
SLOT IN WEB TO INSERT NUT
HILLSIDE WASHER
ANDEYEBOLT
SIDEWALL COLUMN
BASE PLATE
PLAN ELEVATION
BOLTED --'
M PLATE
O O
TOP BOLTS. SEE
FLANGE 0 0 DRAWING FOR SIZE.
O O INTERMEDIATE BOLTS.
WEB THE NUMBER OF TOP
OR BOTTOM BOLTS
GREATER THAN FOUR.
BOTTOM
O O
BOTTOM BOLTS. SEE
FLANGE 0 0 DRAWING FOR SIZE.
BOLTS FOR RAFTER TO
DELPHINI CONSTRUCTIC
UTRUCTURAL DETAILS
DESIGN: DRAFT: CHECK
DATE: I SHEET OF
i
60'-0" OUT -TO -OUT OF STEEL
9'-0" 20'-0" 19-0"
RA
i
0
I
b
I
N
EC-1
GIRT
LAPS
EC-2 EC-2
1'-1 3/4I"I 1'-1 3/4"I
T'-1 3/4" T'-1 3/4"
ENDWALL FRAMING: FRAME LINE 1
CBC104 CBCIPB CBC104
O
1
j I I
I I
I I I
CBC12 i
I
f` ENDWALL SHEETING & TRIM: FRAME LINE 1
i PANELS: 26 Go. R - NEED COLOR
1•
60'-O" OUT -TO -OUT OF STEEL
I
RA
O x
1
ER-3
IBA .
20'-0" 19'-0" I II i -0"
I
F5 I I 1"
BI I 12
ER-4
G-3 3 1'-1
z
2 2 D8 I
08
G-1
ce
G-3 G-4 r,f :v
II
BA
I
oI
ILI — — — — — — — ]EE)
ilp 2
I
I
EC-4 EC-2 EC-2 EC-3
GIRT 1'-1 3/4" 1'-1 3/4'"
LAPS 1'-1 3/4" T'-1 3/4"
ENDWALL FRAMING: FRAME LINE 3
C8CI04 CBCIPB CBC104
I
I I
I I
CBC121
ENDWALL SHEETING & TRIM: FRA LINE 3
PANELS: 26 Go. R - NEED COLOR
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
p ID AS200
v- PROJECT BUILDING #2
ADDRESS SANFORD,FL
EC-1 1 10DC-4 116'-4 11/16
EC-2 1 ODC 14 17'-11 11 I
EC-3
EC-4 I iODC14
iODCi4
16'-4 11/16
16'-4 11/16
ER-1
ER-2
10-C14
IOX14
29'-11 15/1,
29'-11 15/Ii
ER-3 I IODC14 29'-11 15/1:
ER-4 10..Ci4 29'-11 15/iI
G-1 8X25Z16 20'-5 1/2'
G-2 BX25Z16 21'-1 1/2
G-3 BX25Z16 22'-3 1/2
G-4 8X25Zi6 20'-5 1/2
G-5 8X25Z16 21'-1 1/2"
CB-1 CBC500 26'-7"
CONNECTION PLATES
FRAME LINE: 1 do 3
ID MARK PART
1
I 2
11
9i
3 92
4 CGC3
5 h1
DELPHINI CONSTRUCTION
ENDWALL FRAMING
DESIGN: DRAFT: CHECK:
DATE: I SHEET OF
SPLICE BOLTS
Splice•• Top Of Piote I Bottom Of Plcte
McrR _ Onl TvD Dic Len On; Typ Die Ler,
Sp- 1 I 4 A325 0.875 2.50 4 A325 0.875 2.50
Sp- 2 d A325 0.750 2.00 4 A325 0.750 2.00
Sp- 3 14 A325 0.875 2.50 4 .4325 0.875 2.50
FLANGE BRACES: Both Sides(U.N.)
ABxxA`l):
x
x--Slength(in), (1)=one side
O
I
OD
I GENERAL NOTES:
NOT FOR CONSTRUCTION
APPBROVAL ONLY
N
mm
n t/2"
4'-1
56'-4 1 /4"
Cleoronce
60'-0" OUT -TO -OUT OF STEEL
BUILDING CROSS SECTION
FOR FRAME LINE 2
A_MBER SIZL
i PIECE
TA'I,-E
MEMBER LENGTH
W14x3O 17'-4 5/ R=1-1
RFi-2 W16x26 28'-3 1/
RFi-3 W16x26 28'-3 1/
I i=Ft-e void to r-e 5,
c
Sky Light
5 SP® 4'-10"
4
0
io
t'-1 7/8" I 1 18"
ALL STEEL BUILDINGS DELPHINI CONSTRUCTION
PBROJECT GORDON INDUST PARK DEVLOPMENTRIGID FRAME ELEVATION
D AS200 ENGINEER: DRAWN BY: I CHECKE
PBROJECT BUILDING 12 I DATE: I SHEET OF
LOCATION ! SANFORD,FL
0" OUT-
0-1
O
I
0
O
OM
O
N
J.
PURLIN
LAP
30'-0"
3'-1 3/
3'-1 3/4"
ROOF FRAMING PLAN
30'-0"e,
N
RG-
U
20)
V
O
O
I
v
rn
N
r- 1
P-2
OAJL I •i
BX3Z i 4
JJ - : 1 1 c
33'- i 1 /2"
E-t BE14 29'-ii i/,
E-2 8E14 29'-11 1/,
E-3 8E14 29'-11 1/,
E-4 29'-1i 1 , CB-
4 CB0 C6050041'•-0 1" CB-
5 CB0500 140'-5 1/4 CB-
6 CB0313 40'-5 1/4 CB-
7 CB0313 4t'-0 t 4" N
N
v I
U
LIGHT
PANEL
10'-
8" 2)
I
n
I LIGHT
PANEL
10'-
8" 2)
ROOF
SHEETING
PANELS:
26 Go. PBR Golvolume
Plus ALL
STEEL BUILDINGS DELPHINI CONSTRUCTION PROJECT
GORDON INDUST PARK DEVLOPMEN1 ROOF FRAMING ID
AS200 CHECK: DESIGN: DRAFT:PROJECT
BUILDING 2 DATE: SHEET 0! ADDRESS
I SANFORD, i
60'-0" OUT -TO -OUT OF STEEL
I
RF1-1
2'-1 3 4'
2'-1 314.
SIDEWALL FRAMING: LINE A
Gutters with 3 downspouts)
CBCI08 GSTRAP CBC125 CBCIEC
CBCICB
o_ b o_ o_ o_ b_ o_ b
I
O)
I
O)
I
m
I
m
I
m
I
O)
I
m
I
m
I
m
I
m
I
I m
I
rn
1
m
I
O)
1
On
I
O)
I
C-n
I
m
I
m
I
2n
I
I I
I I
m
I `
L----------------J
CBC'21
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. R - NEED COLOR
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
ID rAS200
PROJECT BUILDING #2
ADDRESS SANFORD.FL
I L-J
E-4
OL I
BE14
I C7-li 1/L
j 29'-11 1 2"
j G-9 BX25Z14 32'-1 1Y"
G-10 SX25Z14 32'-1 1/2"
CB-2
i CB-3
CB0500
I CB0500
32.-11 Y4" 33-8 1 4"
DELPHINI CONSTRUCTION
SIDEWALL FRAMING
DESIGN: DRAFT: CHECK:
DATE: I SHEET OF
60'-0" OUT -TO -OUT OF STEEL _
U2
30'-0" _ 1 _ 30'-0"
H LZ I
EC-3 RF1-4
13'-7 I 12'-0" 14'-5"
GIRT 2'-1 3 4'
LAPS 2'-1 3/4'
SIDEWALL FRAMING: LINE D
Gutters with 3 d0wnspcuts)
CBCI08 GSTRAP CBC125
0 0 0
H
EC-4
L— — — — — — — — — — — — — — — — — — — — — — — — — — — —
CBC121, CBC121
SIDEWALL SHEETING & TRIM: FRAME LINE D
PANELS: 26 Gc. R - NEED COLOR
ALL STEEL BUILDINGS
n PROJECT GORDON INDUST PARK
ID AS200
PROJECT BUILDING #2
ADDRESS SANFORD,FL
UJ—I
DH-1
I DAZDL, 10
BX25C16
7-J 1pf
11'-11 112
E-1 8E14 29'-11 112
E-2 8Ei4 29'-1i 112
G-6 BX25Z16 13'-4"
G-7 8X25Z14 6'-4"
G-8 8X25Z12 32'-i 1 2"
CONNECTION PLATES
FRAME LINE D
01D MARK PART
1 12
2 e1
3 bl
4 e2
5 1 c1
TRIM TABLE
FRAME LINE D
OID MARK I LENGTH
1 CBC118 8'-2 1 2
2 1 CBCI17 1 12'-8'
DELPHINI CONSTRUCTION
SIDEWALL FRAMING
DESIGN: DRAFT: CHECK:
DATE: I SHEET 0!
Fax:4076560580 Oct 30 2003 10:51 P.03WESTORANGELUMBER
Rw
WN
R W Building Consultants, Inc.,
CoofUNUI alsd FVmeesmg SeMON for the 8aiW=f lad istry .
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PbOW 219.W&3811 FaladEft 219.868.5190
DuAreuw " " -. v-v W-4
RUffij9zzzQ= UNIT
118oM Daipatfm; Caaarootioa Sam Wood sdF & d Door (opllgne) wall or withaat side-114es
Mav a Owlrae Nmei id an up ti in at we us" go wialag X, OXO, XO. OX, xx h 0=0
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The !lour pads and dddha punk aav ur auk wad=mw ottwo 25 pW (min 0.01r) stied ddas Xtmd to woad stiles
wad a[ W wjth a aoledm aria TIM Shmed ddddos arc oroetbd bo Je * 0 W i w*ad tempered Gip fife inserts maowbuta adbyTimms -'tau
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34 a 6360.00 -
60.00 8d Ahm COMM Alum xx6'
0 x 618 +40.
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81 x 6'8 1 + 40.00 .4000 1 + 60_oo - haNdE on M"mw side"
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Bdkftp msd Outer 8frscmree do m exceed the design prcee m a unp listed ASM 2. For Ad =Miartallsob0ce
wbM the slaitbU* is lam than: l-ll2 treCbW (FBC eec d 1707.4.4 Aacholti p Methods and iul aecti- - - 1707.4.4.1 and 1707.4.4.2) son dim dw Tagxw type opootaem mx:boss *M be mbslfthted am; hooh mR . be B=b that immiaomm1-U4" of the 1'sp = info d o masonry wall ie ob ai Nd. -/ S 1ilb4 Fiozida ptta0eabaU 8agiaeer -
Seal No. 43409 Aped 22, 2002 LyWoa F. Schmid: 1"% Fftwh Laos Dave LUM
FL 33559
WEST ORRNGE LUMBER Fax:4076560580 Oct 30 2003 10:52 P.04
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iz.
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Bar Detail
Rain -Lip 1
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I 1 112
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INTERIOR ELEVATION ow Curtain: SE(
Cvide Festener spacing --' We rio+e 018}.00! Not 0;p Cohranited Steel
R Track- Bracket Spacing ASTN A-653 Structural Sleet
Similar for Both Guides. Grode 00) VFIfi FL41 Cool 01 Primer tied
VAMLOCK t.=x STRAP Bo'zed Polyester Finish Coal.
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STAMPED FROM .130 GALY. DOOR Gt10C @
OOOR STEEL (.
75'e 2.375 AND RNEIED 10 ALTE1'
RS41E CORRtIGAT" VIITH (2) 3/16" STEEL JAMB STEEL
POP RRUS S11P um— 9- A Y6 G0. WED
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test report Number 115D-
01-III Oated 07/
13/0, S i s Ooars
designed
for 30 1/f12 POS./NEC. PSr v;rw food Moertnum door
sire 16'-0' ride a 16'-0' fiigh MODEL 65
1-30 Stele, tiom
Imalm IojjAmK
NVWFII ammumR t.
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SEP 16 '03 08:OORM CONTINENTRL GLRSS P.2
MIAIVII' A
NIIAMI-t)ADE COUNTY, FLORIDA
VIETRO-DADC PLAGI.ER DVILnl\G
I)hILUI`+G CO Fr CO:II'1.1r\Cl: OI;PIC'I{
11:'I'1(i)-I):\I)1; 1'l.:\i il.l:lt ltl%11.1)I\
r
Ida 11 VS1' 1'I,:\(;1.V1I\ ti'I'I(lili I'.'ltll l'f: 100
III;\\II. FLORIDA 3.3130-'1563
PRO -DUCT. -CONTROL NOTICE or, AcCC1'TANCC (aus) 375-2901 FAN0 3) 3.15-:908
Areli •Aluntiiivat .r Class Curnl7:nt c t>rtt.u't't)It t.1c:l:si r. SEUVitm
1U2t1U VaV. G i!<h Strcrt t;u;);7s•:5.:7 , tws) 3s.•?5x
Ta:ii:ir<;t c.,fL•3332 t cu,'I'1t:\crt)rc >:: t)Itc r:lo:) u1t'itilt:
305) 371.21)GO I`Wx ow) )75.2v s
IuUnI C: I,' CY1'Itat. n)'rsic: '
305) 37.1•2902 rr\X 00437146.19 .
Your -application Ibr Notice ol'Acctptance (NOA) uP.
NArruiv. Sti'le•.Door
tuutcir Chapter s ot'thc Cadt orivlittmi-Dmlc County governing the use ul'.Itcrnate lalr:rials altc! 'l'yhra uf'
CuFty'tlu tiull, and complctely deseribW lwrein. has been roc;ummendecl lur trcerptance by thu.N•liuilli-D.ILle
County BUilditig COdt C0111plianee OTice (.13C:CO) uncler 111e Vonditiurts 8pecilied herein.
Tlli$.N0A shill not be t'alid 011ter the aspiration elute stated belo%v. BCCO reserves tltc ri L,111 to SeC:tu•c: this
praduet or rhatei•ial at any time rrom a jobsite or manufacturer's plant flat• quality control IdStint. . II this
prbdkt or rnttterial fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use d.such product or material immediately. BCCO reserves the right to revoke this oppro\•nl, •iI' it is
fetern ired by BCCO that this Product or material rails to meat the rrquirennemts of the South 1'lu1Ida
B.Uildint;•Code.
1'11v .;xptense 61'such testing will be incurred by tht; manuracturcr.
r C -r, VT;;li'CE N'O,; 01-0910,09
Chiel•Pruduct Cuntrul DiVisiOm
T1IM IS THE COVERS1.IFET, SEE ADDITIONAL PAGES rOR SPECIFIC AND GENER.L
CONDITIONS
BUILDING CODE & PRODUCT REVTr,,NV COMMITTEE
This'..-tpplication 1-or Product Approvnl hus bucil reviewed by the BCCO and approved by the Building
Curie ,end Product Ruvit:w Committee to be used in \Nliami-Dade Count\', Florida under the 4undiliQns set
rF .
torch• a•btit'a.
rr;n,ciscQ J. Quint;il,n, R.A.
Director
linmi-D;ide County
001 0VED; 01/031200Z l3uilding Code Cunipii. Office
1is09500011pri000\ltempl3tesln0dce eccoptynee cover pagctii t
In.t't:cnet:nilil address: posttn:tsu:r(glbuilctingcodeonlinc,cont Huntel7:t e: httpal w.builJinKcutJrunlinc.cunr
SEP 16 '03 08:01AM CONTINENTAL GLASS
Arch Aluminttni & Glass L.C.
2.
3.
3.1
3.2
4.
1
4.2
P.3
ACCEPTANCE No.: 01-0910.09
APPROVED: Jan'uury 3, 2002
EXPIRES: December 23, 2006
NOTICE OF ACCEPTANCE: SP_F.CIFIC.CONUITIONS
SCOPE.
1'his-renews Notice of Acceptance (NOA) No. 984026.03, which was issued on October 7, 1999. It renews
the'upproval of an aluminum storefront door, as described in Section 3 of this NOA, designed to comply
with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dude County, for tho locations
where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure
Ratirig values indicated in the approved drawings.
PRODUCT DESCRIPTION
The $pries "Narrow Stile" Aluminum Outswing Storefront Doors and its components, shall be
cohstructed in strict compliance' with the following document- Drawing No NS 100-NOA, Sheets I through
4 of14, titled "Arch Narrow Stile Door with Frame, 14" Tempered Glass and l Point Lock", prepared by
manttfucturer, dated 12/14/98, signed and sealed by William Cook,.P.E., bearing the Miami -Dude County
Product Control renewal -scamp with the NOA number and expiration date by the Miami -Dade County
Product Control Division. This document shall hereinafter be referred to as the approved drawings.
LIMITATIONS.
Thi5•approval applics'to single trait applications of pair of doors and single door only, as shown in app ovcd
drawings. Single door units shall include all components described iii the active Icaf of this. approval.
Unit skull be installed only at locations protected by a canopy or overhang such that the angle between the
cdgc ofcanopy or overhang to sill is Icss than 45 dcorecs. Unh:ss unit is installed in non-habi table areas
whorc the unit and the area are designed to accept water infiltration.
INSTALLATION
The aluminum storefront door and its components shall be installed in strict compliance with the approved
drawitgs.
Hurricane protection system (shutters): the installation of this unit will require a hurricane protection
system;
LABE'LTNG
Each. tpiit'shall bear a permanent. label %vith the manufacturer's name or loco, city, state and following
statement: "Miami -Dade County Product Control Approved".
SUILD.ING PERMIT REQUIREMENTS
Application for building, pemtit shall be accompanied by copies oFtltc following:
6.1.1• This Notice of Acceptance
6.1.2 ' Duplicate copies of the approved drawings, as identified in Section 2 of this Noticc of Acceptance,
clearly marked to show the components selected for the proposed installation.
6.1.3' Any other documents required by the Building Official or the South Florida Building Code (SFBC) .
in order to properly ovaluatc the installation of this system.
ILL i
Raul Rodriguez, Chiof ,
Product Control Division
2
SEP 16 '03 08:01AM CONTINENTAL GLASS
Arch Alun'iinum & Glass L.C.
P.4
ACCEPTANCE No.: 01-0910.09
APPROVED: januaEX 3, 2002
EXPIRES: December 28, 2006,
NOTICE OF ACCEPTANCE: STANnARD CONDITIONS
1, 'Rcaewal of.this Acceptance (approval) shall be'considered alter a renewal application has been filed
and•thc origitial submitted documentation, including test supporting data, engineering documents, are
no olden than eight (8) years.
Arly and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dada County Product Control Approved", or as specifically
stated in.the specific conditions of this Acceptance.
3..Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If The Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and scaled the required documentation initially
submitted is no longer practicing the engineering profession.
Any revision -or change in the materials, use, and/or manufacture of the product or process shall
Autommtically because for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
S. Any of the following shall also,be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
Purpose.
b: The Notice of Acceptance number'preceded by the words Miami -Dade County, Florida, and followed
by the, expiration date may be.displayed in advertising literature. If any portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7, A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
lhe job site at'dll time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Aecepiance.
9. This'Notice of Acceptance consists of pages I, 2 and this last page 3.
END OF THIS ACCEPTANCE
Raul 4Rodr?igue z. Chief'
Product Control Division
3
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ELECTRIC ooz
Catalog Number
New 7c.v o -r-
Notes TYRe
FEATURES & SPECIFICATIONS
INTENDED USE— For entrances, loading docks, walkways and vehicle ramps.
CONSTRUCTION — Rear housing Is rugged, corrosion -resistant, die-cast aluminum. Wall -PalosCorrosion -resistant external hardware includes slotted hex -head and temper -
proof fasteners.
FINISH — Finish is dark bronze thermoset polyester powder, electrostatically TWP applied. OPTICAL
SYSTEM — Reflector is finished in white thermoset polyester powder, electrostatically
applied, Front housing and refractor are one-piece, in)ection- molded,
VV-stob)lized polycarbonate. Standard finish on opaque portion of front cover
and back housing Is dark bronze polyester enamel. Refractor is sealed and gasketed
to inhibit the entrance of outside contaminants. ELECTRICAL
SYSTEM — High-reactence, high power factor. Encased-and-pottad solid-
state ignitors. Ballast is copper -wound and 100% factory -tested. Meets ANSI standards
and is UL listed. Electrical components are mounted on back housing, For
50 henz availability, consuftfactory). Porcelain,
horizontally -oriented, medium -base socket with copper alloy, nickel -
plated screw shell and center contact UL listed 660W, 600V and 4KV pulse
rated. INSTALLATION —
Top 3/4rthreaded wiring access. Back access through removable 31C
knockout. Feed•thru wiring can be achieved by using a condulet too. Mount on
any flat vertical surface. LISTING —
UL listed suitable for wet locations. Listed and labeled to comply with Canadian
and Mexican Standards (see Options). IP64 rated in accordance with IEC
Standard 529. NOTE'
Not recommended for we in ter wash irdatior applimidom ORDERING
INFORMATION Choose
the boldface catalog nomenclature that best suits your needs and write It on the approprim
line. Order acogesorim ae separate catalog members (shipped seporatr:ly. TWP
Series
Wettege Voltage TWP /
lamp 3W
I a Sao
240 m
1
3q7 1505t
TB'
Shippod
installed to Exton OF
Single fuse (120, 277, 347VIs DF
Double fuss (7A8, 240, 480V e EC
Emergency circuit" OAS
Quartr restrike system7a CR
GOrtlsion-resistant finish (housing only) CRT
Corrosion -resistant finish ITeflon)s PE
Photooloevic cell, button type Inla 48DV) LPI
Lamp (shipped in carton with fixture) IS
Integral slipfaer IFS
Full shield WG
Wireguard RNP
Reactor high power factor ballast RNP
Reactor normal power factor ballast XNP
Reactance high power factor ballast mgms:
1
12DV only, 2
Not available with 200V, 24OV, 400V or TB ballet. 3
Operates 55V lamp. 4
Not available in Canada 5
Optional MUN1490 bailm (120, 200, 240, rnV) 1120, 277, 347V in Canada). 6
Not available with multi -tap balLm. 7
Lamp not included. a
Quarm lamp wattage not to exceed ballast wattegc rating, 9
Black finish on housing only, r HIGH
PRESSURESODIUM 35W,
5OW, 70W, 100W, 50W 6'
to ZT Moun ng Height:
15.7/16- (39.2cm) Width:
16-1/9' (41 cm) Depth:
7-3/4" 09.7cm) Weight
14 to 15 lbs. (6 to7 kg) Example.,
TWP 70S 120 Architectural
Colors (opticoal) DBL
Black DMB
Medium bronze DINH
White CSA
Listed and labeled to comply with Canadian
Standards NOM
Listed and labeled to comply with Mexican
Standards (Consult factory) Aocessovrss
Order
a:, wparote catalog number, RK1
PEBt Photoelectric control kit (12DV) KKl
PEB2 Photoelectric control kit 1277V RK7
PEB3 CSA Phowelecvic control kit (347V) Outdoor
Sheet#: TWP-S QM • 305
10/30/2003 00:08 FAX 3522422344 D&w ELECTRIC
I ' -TWP High Pressure Sodium Wail-Paks
Codlivit:rtof 1>til'eation
Initial Fooecsadles
1WP %OS Test Report no. 94121702
Coefficients of utilization
z
1A 4
O
5
0 1 a a 4 5 6
Distance in units of Mantling height
70W, high pressure sodium lamp, horizontal
lamp orientation, 12' mounting height, 6,300
rated lumens. TaQal limre epiciesor. 53%
TWP I OOS Test Report no. 94121502
s
O
Coefficients of utilization
5
0 1 2 3 4 5 6
Distance in units of mourning height
100W, high pressure sodium lamp, horizontal
lamp orientation, 12' mounting height, 9,500
rated lumens. Toes! rogre e5iciawr. 53%
a 003
Wsest Report no. 94121503
Coefficients of utilization
2'
0 1 2 3 a 5 6
Distance in units of mounting height
150W, high pressure sodium lamp, horizontal
lamp orientation, 12' mounting height, 16,000
rated lumens. Total th are officieasy: 5114%
Moerrting Height Correction hctor
Multiply the 1e level by the conectun factor)
10 R =1.44
15 ft. a .64
ZO ft. = Xi
25 ft a .23
Existing Mounting Height lz_ Correction FactorlNowMountingHeightlJ
fA 1-MM /1 A L/G.VrfffG V oniLighting Acuity
Ughtine 6r000,Ine. 0etdeer
Ughtin6 An
ihr8rand5Cvmpalry Otis UthonaWay, Conyers. CA3oetz-M Phone:778-
en-W Fax:770-111e-1209 In Weds- !
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WINDOW OVER SERIES 740/744 SINGLE HUNG
SCOP,=_ AND Rr-MDY_ FIN
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1E'-D DRILL 1/4" DIA
S1N.;ILE. !-4UN^v HEAD
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HEAD UACHNE
SCREW (99-08-165)
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4 USING P?T-?UNO OLPOVID IN Sp--IALTY WINDOW ?AIL SE-1AS GUIDE WARK AN DRILL 1/ • L). As`iACH USING ,?— "' O `
4 pIA H-S IN S1NGL" .HUNG Y- Z
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ING FlN Br SUDfNC 1T OUT 1 r!E -ND OF -'NE pjX 141NDOW r'?Al t SILL TOCALCUL7OV--7LAUSTACXZD 1IDGHT - ADD T7T HZIGHT OF VMGLr^ HUNG TO Ti Ht Gr•.'F OF OSX IMNDOW AND SUSTr?ACT f/', TrlE —IT H_lGHi !S ME CA1 9Zr (NOMINAL SIZE) MINUS 7/2 ; USc
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Step 1. Caulk inside muA es shown to seal srome jombs.
Step I Pleae windows and nulhors to, th:r as shown below.
740/7440
Step 3. Using the pre—punz,ed instolio;ion holes in window jambs as c drill ouide, drill 1/B" hates into mullions.
Step 4. Attar windows to mullion' using -1B x 3/4' short meal screws (hat included) through drilled hDi_s es Shaw„ below. io cvoid jamb d:s'or;ion. do not overtionten screws.
Step 5. Coilk any voids to prevent any leokoo•.
Step S. Seiore lifting into rough opening, drill ;vro hples in -..h cli. p and inseel. into eoch end of mull es shown belowwithtabpointinetoinside. Te:ten ec_!, Cio tab to construction with two i10 x 1 1/2' s;.,ews for structural integrity.
o.h m,jll cdds 1/am. UMNAMMM
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X =/4' sil_et meta! sc ewe r Caulk (2 places)
SECT3764
A' MVE HDLES (DRILLED) —1 _
1.125 --
r/lb' Clearance boles
r ield Drilled)
a'
PRE —PUNCHED JAMB HOLS:%' ! . NOlE: S=— REVERSE SIDE FOR
FAS7r'1aNC REQU RNENTS.
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V83 HORIZONTAL MULLION for SINGLE UNITS'- Florida Flange
165 & 1740/744
Ni — —=N- T' 13 : D„ STAND`R- D WIDTH UNI S RLr 191/a",-61 2". 7", =•ICJ ,i ". D
Step t :.^.SIUors ha- Dn'Ld! rl'ill DR *LFD' D' IDK'ei L! )i' es shown below. With i/T 6-Al, drill Up lRrDJOh pre—•rjn:!-!edlR
it•:n^ Rea=s e e' :hli.iQ tT. mull. DSO. uEC:.itlll Y:li •=?i Y. .)jY S;.'BY:S (nDi RCIIJD£G'), ^•;A D >uii lSiloift hem, of .o:11k in O.'.0 S1105tin.
iJ" t3i11 .'>,1 :? Oi mull Cil'J Qiill 't/O, hales; lit ,'aSl:S 11 51DY[:2, D:1 SSiFI! e:1i4'S C: laK'Cf iJ:1:i,. Wi:h .5/ivy 0'll!• Il i1?:Ac r, 51 anti' ?1_- iCS Sfl With Y:S. C ^a
Step I`i. B'37e ilil ^! int-0 r 'jah C 11i1, Dry 'wz dales !tl a ., ` nii 5= ' 1 one i1s_rt in' eocn end of u11 as snov,n belay; r'!:h C 01:1f1:IC iD iP51.: ' CS' eo=h tw J 5 U':.a Y'iill :+Ya S CPWt"+ y T• r 1
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MI HOME PRODUCTS
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of eayl Instollotlon anChcr Cs shOwN with load bearing Whim ofW"Clent length is prwhdt 1 1/4-ancraiLmin. a abed Went 4.
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widow sits h not ghw% ust onehar quantr 9wwindowInehorty for 6- ,*'
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w' riilt n6+dar .as and design loos, and :ms; nmly 7. utter dssipeations on the tapan lo imn chat 3itate whet w+Itors on to be instolled Leg V aelevation es o key. fa
oPlr'ied holes nvi designettd for t=Pcon• shoul6 be tgle3 vt ,h vtfiaatiltRtoprovide5/S' min. t.nbedlt no .we-! t„.y PWVI
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r.-..A.s t • INSTRUCT10N5 &W. 1/i5/D2 FASTENER
SCHEDULE
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1 C A between "bdow, SW46 and buck
4- CMA f>a prbnstr of wbnfov.
r tuft kwtrd 5. If samd wtthdaw stie Is not Ohm% use' anchor qucnt,ty for MAwmmInchartbfwM—" 6, Glass thi cknessqsw1wib vess eywith +•sndm site and design Iced, and must amply wMh rFAm
trA by Ixlea 7. L&w designations an the tapcon• Notion cihort indicate where anchors are
to be .ihstolled usitg the devotion ON o key. 9 Alfactoryappredholesnotdss" "'I'd for toxoe' should be flied with 15 crews
of wiff lent Ith. to pnwide 5/r min. embedment ihto rood bum ro=n• .
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SCHEDULE U "" 1 '91 1Cr. M
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Filename.= ---------
ELECTRICAL LOAD CALCULATION
Filename: Gordon, Street Warehouses Eld, 1-3
Line Neutral
Lighting -Connected -vs Sq.Ft. 6,825 6,825
De -rated Receptacles 540 540
Other Lighting 0 0
Sum (Lighting and Receptacles) 7,365 7,365
Kitchen with Demand Factors Applied 0 0
Heating and Cooling 0 0
Motors and Others 0 0
Max Motor 0 0
Volt -Amp TOTALS - 7,365 7,365
Maximum Amperage = 31 31
Service Voltage - 240
Service Phase = 1
All Signs should be included in Motors/Other section at 1250.
This lighting CANNOT be de -rated!
jK V- V-c
Vlr LL. iVV`! ii. VV l'7.i VVrrZrrVZZ w r.... . ..v
Filename: Gordon Street Warehouses Bld. 1-3.ccc
ELECTRICAL LOAD CALCULATION
Filename: Gordon Street Warehouses Bld. 4,5
Line Neutral
Lighting -Connected vs 3q.Ft. 13,125 13,125
De -rated Receptacles 720 720
Other Lighting 0 0
Sum (Lighting and Receptacles) 13,845 13,845
Kitchen with Demand Factors Applied 0 0
Heating and Cooling 0 0
Motors and Others 0 0
Max Motor 0 0
Volt -Amp TOTALS = 13,645 13,845
Maximum Amperage = 58 58
Service Voltage 3 240
Service Phase 1
All Signs should be included in Motors/Othex section at 125%.
This lighting CANNOT be de -rated!
6 y ki G' S) f'% o 120
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