353 Gordon St - BC04-001073 (NEW WAREHOUSE) DOCUMENTSPERMIT ADDRESS7!5 SUBDIVISION
CONTRACTOR PERMIT # DATE
ADDRESS PERMIT DESCRIPTION AWe
PERMIT VALUATION U9
PHONE NUMBER SQUARE FOOTAGE
PROPERTY OWNER
ADDRESS
iIaaIf) z1 li.,Iij8i:T:10 ELECTRICAL
CONTRACTOR MECHANICAL
CONTRACTOR PLUMBING
CONTRACTOR MISCELLANEOUS
CONTRACTOR PERMIT
NUMBER FEE MISCELLANEOUS
CONTRACTOR PERMIT
NUMBER FEE n
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CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW INDUSTRIAL BUILDING
DATE: 10/05/04
PERMIT #: 04-1073
ADDRESS: 353 Gordon St.
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.
ngineerin / n
OPublic Works
OUtilities
OFire L117/Iz(
OZoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW INDUSTRIAL BUILDING ****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
10/05/04
04-1073
353 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.
OEn ' eering OFire
Public Works 1?3^MJ
to/19670nint g
Utilities OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
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CERTIFCATE OF OCCUPANCY
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REQUEST FOR FINAL INSPECTION w L
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NEW INDUSTRIAL BUILDING 1
DATE: 10/05/04 u
PERMIT #: 04-1073
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ADDRESS: 353 Gordon St. Cr::.
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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.
OEngineering
OPublic Works
tiies
OFire
O Zoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
10/08/04
08:33:52
Location ID . . . . . . . 261285
Parcel Number . . . . . 27.19.30.504-0000-0080
Alternate location ID . .
Location address . . . . . 353
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 COMPLEX
SW DEV FEE $2125.00 WA DEV FEE $812.50
BP04-1073 PD 2-17-04 SEE REC#6419
F2 Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW INDUSTRIAL BUILDING * * * *
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
10/05/04
04-1073
353 Gordon St.
Delvhini 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
D Fire
o I iS 6
DLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Read the instructions on pages I.7.
SECTION A - PROPERTY OWNER INFORMATION
BUILDING OWNER'S NAME
AERO #8 INDUSTRIAL PARK, LLC
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
353 GORDON STREETI
O.M.B. No. 3067-0077
Expires December 31, 200°
For Insurance Company Use:
Policy Number
Company NAIC Number
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: GPS (Type):
r or ##.#t# ) NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. 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 85. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8: FLOOD ZONES) ZoneAO, use depth of flooding)
12117C0045 E 4/17195 4/17195 W WA
B10. Indicate the source of the Base Fkxxd 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 139: 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 Dale
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Constndon
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, V1430, 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 ® No Ir.,
o a) Top of bottom floor (including basement or enclosure)
o b) Top of next higher floor NIA. _ft.(m) v'
v
o c) Bottom of lowest horizontal structural member (V zones only) N/A. c+
o d) Attached garage (top of slab) WA. _ft.(m) E g
o e) Lowest elevation of machinery and/or equipment
w "
servicing the building (Describe in a Comments area) WA. _ft.(m) E o
o f) Lowest adjacent (finished) grade (LAG) 34.0 ft.(m) z' 0
o g) Highest adjacent (finished) grade (HAG)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade WA B
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, B, and C on this certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001.
CERTIFIER'S 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
SIGNATUR C DATE TELEPHONE
0r1.Q/7 w \ 10/15/04 407-277-3232
FEMA Form 81-31, January 2003 See reverse side for continuation.
A Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
BUILDING STREET ADDRESS (IrrdudN Apt, Unk Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
353 GORDON STREET
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
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.
E1. 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 bottorp 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 FEMA4ssued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q 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
zati 1.
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law 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 the applicawe items) and sign below.
G1. The information in Section Gwas 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 community4ssued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I 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).
71 It rY
Sincerely,.
antes W.-,SCoU.
i i C 4
Orange, Seminole & Osceola Counties * 5400 f_asl Colonial Drive * Orlando, Florida 32907 * Phone: 407-277-3232 * Pax: 407-653-1436.
cuora"&PY
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Read the instructions on pages I.7.
O.M.B. No. 3067-0077
Expires December 31, 200E
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
353 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: GPS (Type):
or ##.i< ) NAD 1927 NAD 1983 USGS Quad Map Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. 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 88. FLOOD ZONE(S) Zone AO, use depth of flooding)
12117CO045 E 4/17195 4/17195 X- N/A
1310. 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 139: NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Baamer 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.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3: as 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. 0 fl.(m)
o b) Top of next higher floor N/A. _fl.(m)
o c) Bottom of lowest horizontal stnxtural member (V zones only) NIA. _ft.(m) o 0
o d) Attached garage (lop of slab) WA. _ft.(m) E,
o.e) Lowest elevation of machinery and/or equipment
w
a
servicing the building (Describe in a Comments area) N/A. _ft.(m) E ' i • ' '
o f) Lowest adjacent (finished) grade (LAG) 34.0 ft.(m) Z .2 / o : % 'S
o g) Highest adjacent (finished) grade (HAG) M. P.0)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade WA
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.
I 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 18 U.S. Code, Section 1001.
CERTIFIER'S 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
SIGNATUR ( DATE TELEPHONE
Q 1 V", \ 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 corresponding information from Section A. For Insurance Company Use:
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number ;
353 GORDON STREET
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVoompany, and (3) building owner.
COMMENTS
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.
E1. 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.(cmm) above or below (check one) the highest adjacent grade. (Use
natural grade, 4 available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) above the highest adjacent
grade. Compete items C3.h and C3.i on front of form.
E4. The top of the plafform 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 floociplain 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 C3J only), and E for Zone A (without a FEMA4SSued or Community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The Iocai official who is authorized by law 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 the applicable ifem(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 competed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone AO
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I 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
Permit N : 01/ — * 3
Job Address: *151 G 02 n tdti
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date:
Value of Work: $
Permit Type: Building Electrical -P Mechanical Plumbing Fin Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS t O O Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer lutes # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial - Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood 'Lone: (FENIA form required for other than X)
Parcel #:
Owners Name & Address:
IYt
Attach Proof of Ownership & Legal
Phone: c/67 $ =
Contractor Name Address: tLa W C i'JZ)YGI J / a —+C 01
L3 y l l State laceose Number:
Phone & Fax: 9 70 :; cootacI Person: Q6!41- J /f
Bonding Company:
Address:
Mortgage Leoder.
Address:
Architect/Engineer.
Address:
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. 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: 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 govenvuetual entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
V1610y
Signature of Owner/Agent Date Signatu of Contractor! em' Date
Print Owner/Agent's Name for/Ag ;;aamc,
W"O-'
e
DE
Signature of Notary -State of Florida Date on 2006 Date
PIRES: vest t
12,
BvOpst ttolery Ss
V O
Owner/Agent is _
Produced ID
Personally Known to Me or
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Contractor/Agent is Personally Kn}Qwn to a or,,
oduced ID' s &
Zoning: Utilities:
Initial & Date) Initial & Date)
FD:
Initial & Date)
1
CITY OF SANFORD PERMIT APPLICATION
Permit # : Q /a ? 3 / ` '
j''
Date:
Job Address: 3 3 1 cue•... 5 ` '
Description of Work:
Historic District: Zoning: Value of Work: S
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 # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Uniti: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Contractor Name & Address:
Attach Proof of Ownership & Legal Description)
Phone:
State License Number:
Phone & Fax: Contact Person: Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer; Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
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 manajepent districts, state _genies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Date
1
tXFIHES: March 23, 2M
u r.oae Bonded Thu 6edael Notary Se, ,cea
Owner/Agent is _ Personally Known to Me or Contractor/Agent is
Produced ID _,e!f`-Produced ID -
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning:
Initial & Date)
10 -(o3. 7-5-3- C3
Utilities: FD:
Initial & Date) (initial & Date)
DELPHINI
CONSTRUCTION COMPANY
General Contractor— Roorine Contractor
TRANSMITTAL
To: SANFORD BUILDING DEPARTMENT
Date: November 16, 2004
Re: Pre Power for 353 Gordon St Permit # 04-0000-1073
We request Pre -power for the above referenced building. We will not occupy the building prior to
the issuance of the Certificate of Occupancy.
kk tv -])t<< P
OWNER
Aero # 8 IndusticiW Park LLC
BONNIE L MUELLER
k MY COMMISSION 11 DO 126909
i
c. . eodeltRirEuS °'mu`
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You
Ken Delp
e,- N /D C- L
CONTRACTOR
Delphini C qpsimctic
BONNIE L MUELLER
MY COMMISSION tt DO 126909
EXPIRES: October 16, 2006
Bonded Thru NWW Pudic UnftwdeB
Ph. (407) 830-7447 Fa. (407) 830-7429
845 Sunshine Ln. Altamonte Springs, FL 32714
Licenses # CGC 017860 & CCC 056280
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Catalog Number
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Notes TYVs
FEATURES & SPECIFICATIONS
INTENDED USE— For entrances, loading docks, walkways and vehicle ramps.
CONMUCTlON— Roar housing is rugged, corrosion -resistant, die-cast aluminum,
Watt -FaitsCorrosion -resistant external hardware includes slotted hex -heed and temper -
proof fasteners.
KNISH — 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)eetion- molded,
UV -stabilized polycarbonate. Standard finish on opaque portion of front cover
and back housing Is dark bronze polyester enamel. Refrecwr is sealed and gasketed
to inhibit the entrance of outside contaminants. ELECTRICAL
SYSTEM — High -reactance, high power factor. Encased -and -potted solid-
state ignitors. Ballast is copper -wound and 10Q% 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 -base socket with copper elloy, nickel -
plated screw shell and center contact UL listed 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 too. Mount on
any fiat Vertical surface. LISTING —
UL listed suitable for wet locations. Listed and labeled to comply with Canadian
and Mexican Standards (see Options). )P64 rated in accordance with IEC
Standard 529, NOTE
Not recommended for use in car wash iatetior applieatioas- ORDERING
INFORMATION Moo—
the boldface catalog nomenclature that best suits your needs and write It on the appropriate
line. Order auccuorrea as separate catalog numbare (shipped seporatr:ly), TWP
Series
Wett>eye Voltage TWIP /
lamp us)
see
240 m
1
347 15ASa
4W TO'
Shipped
Installed Io Fixlom Sp
Single fuse 020, 277, 347V)e OF
Double lure (208, 240, 48DV)6 EC
Emergency circulJ,8 OAS
Quartz restrike systemf.S CK
Corrosion -resistant tinish (housing only) CRT
Corrosion -resistant finish (Teflon? PE
Photoelaenic cell, button type (Nit 43DV) LPI
Lamp (shipped In earmn with fixture) IS
Integral elipfaer FS
Full shield WG
Wireguard RNP
Reactor high power factor ballast RNP
Reactor normal power factor ballast XNP
Reactance high power factor ballast KOTEs:
1
12DV only. 2
Not available with 2a9V, 24ov, 480V or TB ballast. 3
Operates 55V lamp. a
Not available in Coneds, 5
Optional mutt cap balled (120. 200, 240. Z77V) 1120, 277, 347V In Coned.). 6
Not available with multi -lap ballot, 7
Lamp not included. 8
OuDem lamp wattage not to emceed ballast wonagc rating, 9
Black finish on herring only, HIGH
PRESSURESODIUM 35W,
5OW, 70W, 100W, 50W 8'
to 25' Moun ng Height
15-7/1T (39.2cm) Width:
16-1/$' (41cm) Depth:
7-3/4' 09.7cm) Weight
14 to 15 Jbs. (6 to7 kg) Example.
TWP 705120 Architectural
Colors (optionli OBL
Black DMB
Medium bronze OWN
White CSA
Listed and labeled to comply with Canadian
Standards NOM
Listed and labeled to comply with Mexican
Standards (Consult factory) AOb1Ew*
oH6S Order
as separate catalog number. RK1
PEB1 Photoelectric control kit (12DV) 19K1
PEBZ Photoelectric control kit 1277V) RK1
PE813 CSA Photoelectric control kit IMN) Outdoor
Sheet: TWP-S BM - 305
0/30/2003 00:08 FAX 3522422344 D&w ELECTRIC 16003
TWP High Pressure Sodium Wall-Paks
Coellidert of U61-snroon
Initial Fo"Madles
TWP %OS Test Report no. 9a1 im
Coefficients of utilization
2
4
O
5
Q 1 a a 4 5 6
Distance in units of mounting height
70W, high pressure sodium lamp, horizontal
lamp orientation, 12' mounting height, 6,300
rated lumens. Tab) >srtdm: vokieocy: is%
TWP IOOS Test Report no. 94121502
Coefficients of utilization
2
O
5
0 1 2 3 4 5 6
Distance in units of mounting height
100W, high pressure sodium lamp, horizontal
lamp orientation, 12' mounting height, 9,500
rated lumans. TDW Saw el ient:r: 55%
Report no. 94121503
Coefficients of utilization
it
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 lumen& Total thokwo efcieocr. 53.49E
Moartting Height Correction factor
IMUMply the IC level by the conecton tactor
10 ft. _ 1.44
15 ft. _ .64
20ft- .35
25ft .23
Existing Mounting Height It= Correction FactorNowMountingeight /J
OrALMMUMM LA0,VrZMff cukr
is Lighting
Awiry Ugh6n0 droop. Ina.
low evolver UgMIM
An%Vkuity&widsCon parry oa0Mania Way. Conyers, cA3o0i2.9eb7 Phona:
770.922•e000 Fax:77MII-I209 In
Censdo..110116M Avc„ Lachinc, Qucbec Htif ZV3 Sheet # TWP-S 01989 Lhhonis Lighting, Rev. elo2 TWP-S.P85 www1khonls,com
SEP 16 '03 06:00RM CONTINENTAL GLASS P.2
MIAlV1+ A
MIAMI-DARE COUNTY, r-WRIDA
METRO rLAGI.ER BUIl 01`G
I)UILUI`+G CODF, V OI FIC'l:
II:I It't)•I):\I)li 11.AGl.l:tt lit,N , MN6
lit) WINI•l•,\til•l•.I ti'I'It'liI"I'.'lt)I I l', 100, 411;\\
11. I l.()Itll)r\ 3.3130-*1563 PRO'
DUCT••CONTROL NOTICE Or.Acc 1'TANcc (zus)37s t)utt:,%Xt3us)3.7s._voN' Alreli.-
Aluniili.um & Class Company c•ONTI ,WTOR t,It:I:Ns1(, lIJ3Uif .
iV:1 Y. 'lih TalTl.
it uc.,f L' 33311 CUNTK:\OrOI( I:vl Oltc :tu:) un ttilu' I3US)
37$ NLh t i\X OUP) 373•:")ux - I')
tUI>l Cl,' C'O.'rltt)I. u1\'ttilt)x ' l)
5) 37S-190 FAX (3W071.631 1 Yourapplicaiion
For Notice: ol'Ac etpunice (NOA) ul': NArruiv, Stile''
Duur unt;Wr-
Chaptar 8 oflhc COClc ONN1 anii-D.ide County govvi,ning lht: use ul'AIWrltatu INN tel .11s .,I,\pcs ul' u)5'
tru yi.ust. ;old conlplt oly d sLribed lwnein. h;ts beQll rQW111mended for ;tt t:eptunt by Ihe Miami-liatdt: C;ULM1y
Btlildin-- COdt Cunlplianue 0111cu (13CCO) ultLIvi- III,: CUnLlitiUll$ tipecilled herein. Tfli$.N0A
thall 11ot be \•;slid alter the c;xpiration date stated below, BCCO reserves thr right to sucuru this product or
rhateiial at, any time from a jobsite or manufacturer's plant for duality cvnito lestill, I I' thi, product or
m'tierial fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of .
such product or material immediately. BCCO reserves the right to revoke this approval, •i l' it is determined 'by.
8CC0 that'this product or material Fails to meet the requirements of the South ['lurid, 13uiIdir g•
Code. I'hL: ;
xp nse of'suCh tasting will be incurrccl by then manuracturcr. ACCrt>'I•
NCE NO.; 01-091u.09 VX1)11t1:
S: 12/•_'8/7006 Itnul Rodriwev. CI)icl•Product
Cmitrul Division Cill'S lS
TI'IF covERSI'IEET, SEE ADDITIONAL 1'Accs mi SPECIFIC AND C,.ENf;1tAL CONDITIONS t3UILfJ IBC
CODE &
PRODUCT RCViENV COS' MITTEI: Tl 1.9.
pplica-ion ]or Product Approval has been reviewed by the BCCO and nppro•ed by the Building Curie and Product
Ruview Committee to be used in vliami-Dade County, Flot n under the: oondilicnls st:I I'urth• a'
bci\'a. ' rnu,cinq J.
Quint:,Itn, R.A. Director Ilr-linnii-
E)
nde County 01 0VED: M1031200Z
BuildingCodu compliance 0MCq 47 ' IS0•t50001\
prlo00
1tomplues4,odce Accopunce cover p ge,dot In.iocnet:m
il address: posttn:scrrt fbuilttin eoueonlinc,eom 1 Homepa6e: hitpa/+\++vbuilJin eud onlinc,ct,u
SEP 16 '03 08:01RM CONTINENTAL GLASS P.3
Arch Alumintini & Glass L.C. ACCEPTANCE No.; __ 01-0910.09
APPROVED: J:uiwin• 3, 2002
EXPIRES: Dcccitibcr 23, 2006 •
NOTICF OF ACCEPTANCE: SPFCIFIC.CONUITIONS
1. SCOPE .
1.1 q'his-renews Notice of Acceptance (NOA) No. 98-1026.03, which was issued on October 7, 1999. It rencws
I f I t f t door as described in Section 2 of this NOA designed to complyt)te approva o an a umtnum s ore eon -
with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dude County, for laic locations
where the pressure requirements, ns determined by SFBC Chapter 23, do not exceed the Design Pressure
Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1. ;The $pries `+Narrow Stile" Aluminum Otttswing Storefront Doors and its components, sh;tll be
cohstructed in strict compliance' with the following document Drawing No NS 100-NOA, Sheets l through
4 of 4, titled "Arch Narrow Stile Door with Frame, 14" Tempered Glass and I Point Lock prepared by
manufacturer, dated 12/14/98, signed and sealed by William Cook,•P.E., bearing the Miami -Dude 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.
3. - LIMITATIONS-
3.1' . , This.approval applics'to single'unit applications of pair of doors and sin;lc door only, as shown in appiovcd
drawings. Single door units shall include all components described iii the active leaf of ihis.approval.
3.2 Unit shall be installed only at locations protected by n canopy or overhang such that the angle between the
edge of canopy or ovcrhan- to sill is Icss than 45 degrees. Ual!:ss unit is installed in non -habitable arens
whcrc the unit and the arcs arc designed to accept water infiltration.
4. INSTALLATION
4,1 The aluminum storefront door and its components shall be installed in strict compliance with the approved
drawings.
4.2 Hurricane protection system (shutters): the installation of this .unit will require a hurricane protection
system.
a.' •L' ASE•L•ING
5.1 Each. unit'shall bear a permanent. label with the manufacturer's name or loco, city, state and following
statement: "Miami -Dada County Product Control Approved".
6: BUILD.ING PERMIT REQUIREMENTS
6.1' Application for building pemit shall be accompanied by copies oFtltc Following:
6.1.1• This Notice of Acceptance
6.1:2 Duplicate copies of tho approved drawings, as identified in Section 2 of this Notice of Acceptance,
clearly marked to show the components selected for the proposed installation.
CIS Any other documents required by the Building Official or the SOulh Florida Building Code (SFBC) .
in order to properly evaluate the installation of this system.
Raul Rodriguez, Chief ,
j Product Control Division
2
SEP 16 '03 08:01AM CONTINENTAL GLASS P.4
Aech'Aluriiinum & Glass L.C. ACCEPTANCE No.: 01-0910.09
APPROVED: JanuaU 3, 2002
E 'FIRES: December 28, 2006
NOTICE OF ACCEPTANCE: STAN12AItU CONDITIONS
1. 'Rcn'ewal of.this Acceptance (approval) shall be'considered titter a renewal application has been filed
0nd•the origitial submitted documentation, including test supporting dnta, cnSineerinb documents, are
no older than eight (8) years.
Z. Any and all tipproved.ptoducts 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 ih the specific conditions ol'this Acceptance.
I. ,Renewals of Acceptance will not be considered if:
u) 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, he 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 documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision -or change in the materials, use, and/or manufacture of the product or proccss shall
Autorn4tically 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
puppose,
6: The Notice of Acceptance number'preceded by the words Miami -Dade County, Florida, and followed
by the, cK.Piration 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 at'all time. The engineer need not reseal the topics.
8. I•ailurc to comply with any section of this Acceptance shall be cause for termination and removal of
Aecep'taoee. •
9. This'Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
Raul Rodriguez, Chief
Product Control Division
3
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75 1 /s MAX. FRAME SIZE m
ND
72- MAX DOOR OPE1411G 3
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PRtmw. SM-432•8132 Fac 954-724-9293
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a' lt?WOERED
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ITEM PART DESCRIPTION
1 4 TOP RAIL 2 1 Z X 1 3 4 3-15 .OS4 1vo6LL —1 W
2 T 13I GLASSSTOP 13 16. X 3 1 6a 3-15 .a5G itatl
SEE FASTENER SCHECUE ON 3 114 GLASS STOP 13 16 x 9 tb 6063-T5 .a50 WALL m
e_HF 4 OF 4 FOR F/STENER 64 NEOPRENE GASKET
TO Suing AlE TYPE ACA 5 BOMM M 3 I X 1 3 i 6063-T5 .094 WALL
8 6 1040 SAOOLE THRESHOLD 6063-T5 ' -188 W OU D
7 4510 ODOR STOP •1 2 R f 6063-T5 .062- WALL 3
8 4501 HEADER TUB SCR£1. SPLINE ATTACHED 1 - 3 4 X •1 12
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ALL oOPHER CONSTRLICTIQN CFd 10200 HIM. 67t11 susel
Tamarac, FL 93J21O13C1R511RE. THRU BaLTEO WI04
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2 ACA t 13 GUt55 51C1P 13 16 Y 9 16" 6063-T5 .050 WALL
25 AGA 114 tg'-STOP 13 16 X 9 16 .6663-T5 .050 WALL D
26 AGA 144 71CCTIYE • STILE 2 1 2 . X 1 3 4 fi063-75 .091 WALL- 3
27 AGA 1 49 INACTIVE tfjyF 2.1 2. X 13 4 6063- 5 .090 'HALL
26 TR 36 3 8 -16 TI}Ru 90LT WITH NUTS111 O
29 H 25 TOP ANO T00 OFFSET PW SET Z
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MUNN1.• SCORE SING,+_ HUNG r?.AMI4. ".AD NAIL FIN FT BASE Wiiri ICNI; AND R=MOt -:. FIN ZUs-i. 2). LOCATE S?EC6ALiY WINDOW ON TOP OF SINGLE HUNG
USING PRE-PUNC - P. tfT.k': OL, ?20VI0 1N S'- VIALTY WNDOW 7AkL SILt AS GUIDE. BARK AND D'' 1/4" DIA HOL:-S IN SINGL" .HUNS t',=RD. 4}. AsTACH USING 0—; Z F_4-11J—_/ D 1AAC IN= - S..REV „pVID { A30YIFDESIREDSPEAK0; EXCESS -:.2 MACHINE SCREK! P70T.
5}. INSTALL COMBINED UNITS AS ONE COM?LZ'i= YVINDOW.
NOTES.
P>I01r NRl;.lN6 RN pY SLUNG IT OUT r,-fE r-ND OF -1W 05X MOW FRAM_ SILL. i0 CAL CUL4Tt OV-- 'ALL STAOM HEIGHT - ADD TTF HEIGHT OF 9MCLE HUNG TO r HEIGrsT G7rOSX IMNDOW AND S11 7?ACT 1 4' rrE '-IT F_lGHT :S irC CAf LSZr ()VQWIAtAL srZF) MINUS 1/7. / UrNE13-32 kACrffNt SCREWS AND NUTSzRT.-, IN SCREW PAX SlAiPLY DISCARD THE ADDIRONAL SCREWS FROM PACK.
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Series V 8 3 'STRUCTURAL' VERTICAL MULLION - Florida Flange
Step t Caulk inside mull as shown to seal iro:ne jambs.
Step I Ploce windows and muliiors t00-ethsr cs shown below. 1740/744
Step 3. Using the pre—pun.:,sd ts;otio;ion holes in window jambs as c drill quid=, drill /B' holes into mullions.
Step 4. Attach windows to mullion using z 6 x 3/4' short metal screws (not included) though orlled hoies es shown below. o cvoid jamb distortion, do not over;iahten straws.
Step S. Ccuik any voids to prevent any leokoee.
Step S. Beix_ lip jng into rauah o?eniny, drill tutu hples in each clip andwithtabpointingtoinside. user:, into eotla end of mull es z:town blowa:ien ec: ; cib tab o cons`ruc:ion with ;wo 10 x 1 1/ 2' s,;.ews for s:r=uctural in4.
CZ' N""''- -4-L FWRM—,4 B.0...F.
Note: Each , -ill c6ds 1 /a N.
W
r Q
i 125
O
X ;/L* sritet metal s=.ws — %
Ir
Caulk (2 places) N
J
CT5764
A" DPME HOLES (DRIL.ED) J 4-- 1.125 -- 4
ZOV Clearance Holes
Field Drilled)
0
i
PRE —PUNCHED .tAQ li 'ff NOTE: SEE REV ,SE SIDE FOR
FASTENING REQIILREWiNTS.
Mm
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Series V83 HORlZOHTAL MULLION for SINGLE UNITS Florida Flange
G5& 1740/744
ND n RD Wi f , >> NC-`"- . =N.; Rt-: : c ..1:-, D iN UNITS R 191i3", fit/2 ._ 7 =ANIJ
0rstep ,5':7!1L5 loW'n D_ION, ti 11h e/i" Grill, drill up N- Oil j1 :! •^i Itoens l!1 1)n rievoiS into the :.null.
lOr? uatC Tiiin7 wit -d X J, sz-.ex'S (nJi RCju6ed), ^:sn D h3i` t_iloi% >]n0'.' Of n a Jll: I '£ . D snox'r. S:ep 2. iD=
gill. on `co:f 0f MUD _,Id 4r ill i/D holes; i 'oSlilDil shown. on S' mt :£:li£'S cs lower '„nil. With /I +' &ill. N il _ i-, s3
Date s,= ;=s:- rvi il S--ev.- s. S eg W Bedo £
lii c- into 79joh Drill wz holes w1 pD h :ilk ". K'._'7r95 Dr16 insert mi0 e0.".R end ofm.-Ill es snow be,, x'l;h ?C} .Oi:1ti:1c. 0 ii 51° ' C5:_'S 80C1 ollD :o— io Co :s ru:;-JX v.'t:[n :NO o F1 lt ti _r,)
A'
DRAS HC_S 1N
SINGLE HUNG IIWEADS 4.
LMM i`:L i
x r-.- OL L 3/:
5' Cle_
rance
f (
Field Drilled) S:c:
5705 (Rei.)
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EXI'31D1R 7 EVAiiON
MI HOME PRODUCTS
1—"' lwul YaRL1IQ taa. =D a.''-jl2Y/'CQ
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t' Shim as re"tied at sow Instoilotion onChor ca2 shown, with loud beorv\g MbtLAneh" nwst be of wthclsat length to Provide t 1/4' min. anbeb.•nent1MomasonryWConcrete
1 C&A between window flange and buck4. NPA U Perkwiw of w`sbow.
emct wlndvw sfas is not give% use anchornextMgtwitdawInChart quantity for
fi 011 thi 'Ili we very rich window ss d" nuandlaoa wdhASIUE13M9. one -nL'ai cmiy 7. utter designations an the tapzrt on
to bi t to -tips ptar{ i+3icate where orsbitInstalledtl+e demotion cs a key. ILAil %ctary OPP626 holes not designated for t 6i5s=srs of sutfiami lth to aviac 5/5' m irt w7tha ould be to wayfth bu;iL 6 :
Mcrwko m Mo" awfe -, I Fw+
eric r P-
P ad &I* Jamb
6smm
I L
TA 51 1/6 a 62 -K F1
Z - "
v,
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6slwwi yt
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BALM: chion a! h PW sum
E
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1. Stin as required of each WAoNetion anchor ce shown, With load boarino ehim. 2. And+ar must be of sufficient length to provide 1 Ile mbl embedmentAie» Into moeorvy or concrete.
CaIR between window tAnge and buck
S Caulk W perlmster of windoeL
Q • s , t - I k.& 5. If erort window site is not queen forOven, use anchor lily
a O oa+ DPwwr next WW window In chart
A 6. pme tbidaess WE vary with wMae eize o.•nd design load, and must complywflAASTMEi300.
v e w+ed Buck by Dhas 7. Leis de>agnotiorks an the tgmoM kration MWt ln6cats when
IE v=
anCim we to be-instoDed uainp the etevotien os a key. D. All Wary appiied boles not deagnetad for tor oa' should be froad with
Miwen comet K cud
v9 spews of si`icisnnt Ith. to provide 5/r mirk. embedment into wood bu:l
o r
do I La1K Cseeb 11n71Ny 'An>7L TA CDH +" .AIIDI: t`•NIQ
vim•
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1
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w 1 6 tOtD/1/9 sEt; A C
MTBAL FLORML B.O.L2.
MANUFA.CTi1R1:. NM-. + Jamb
s , a 'Bur / Mr NAMES ,
Nis= mz x 4
Ir, s ,
Ms, = >rrM&W
syal k sires
s t Dow— new w Area
i D D
I
E E
s .4 t
c c
1R 2s1Rs2S Ac
t/2a 2S1Re373/b Ae
e•, 1R3t 251Rsg5/S AC
1R 2s1Re A4c
1nx 2siRs711/4 At;C
vQ 7 36s2S AC
23 x : J7 A C
26 x e 7T 1/s c
f s2 '21/!sa AC
u st 1/6 37 s/,e c
end cad o,.a,
1 W Dr'T—s
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A C
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Der* Aawe ink" orw mac we b e'4'
INSTALLATION INSTRUCTIONS sw 1/i /
wie
FASTENER SCHEDULE
1 C r, M A k I Pnr n... n. r .:..... if lr3 ° I T- T
I
tnchor
5pxir:T
I
S
r
1.
ffffff
r
e
Drum
YTheel
eninq Door St
Bracket
11.
Guide Bracket
5pocirg
Door Curtain
Steel Guide
See BollOm
Bor Deloil
Rain -Lip 1
rj L
Up to 16'-0' Opening Widllt— i
INTERIOR ELPATION Ow Curtain: SE(
Guide Festerier Spacing gde lax 016+.001 Hol Dip Galvanized Steel
Tfoek Bracket Spacing ASIN A-653 Slructwol Sled
Slmior For Both Guides. Grade BO) VMh Full Cod Of Primer Azd
VANDLOCK NMI STRAP Booed Polyester Finish Cool.
MAVL. NOT DIPPED GALV.
TEEI •105 S/16SI00 FAIT
N 1AP 111STRAP8' Bottom Barl
437
ITtFI
I
AS
SlawIEl1V. 4H.500
2 . 1 I/2 ..t25
Sled Angle.
1.500
55'
J--
2.)75
DOOR GUIDE
250
Sco4:
i
1,062
L
Gll!DEs MADE FROM .070 Vrr)S ls1:.:4G'
HOT DIPPED GALV. STEEL
BOTTB .
20.340
3.344NICK
1.672AD --{ 375
AR.01 E
IYDICAI
CORRUGATED SHEET
1—
SLEEVE/'EDETAIL Ai LEFT
SPr,GtvG.
UFENt4C NO1N ^ l:'
rdfUUIX SELF
K FASTENERS.
ELEVATIDN FOR
ING.
3/4 F
Opening Heigld
up To I6'-0 1t WW SIRPVrNDLOCK SUFPORtw,NOIOCK 9 m
STRAP
NOOK --(CURIAIY VwTH)=(CPEn1NC wAM+S'---
STRAP
MASONRY JAMB STEEL JAMB 2 2"r 2 1/t
CtpT)E BRACKEN I11RNW OUTWAD 1X1t0E BRACKET
Curloin Sheet !AATERM: CS TTPE
jit-Splice Occers "B' 640 7H)CKNfSS
of 20' Centers. 1/4'-14 r 7/6' .095
HWH TRAXX SELF FlIIET wT10IfFILUNGFASTENERS1/6 A 2 1/2'
SEE EIEVATKMI FOR
SPACING. See 1 2'a 2"r 2 l/2"
Sheet Splice -
1 CUDE BRACKET
277 MAlUvL: CS TYPE
V C40 IHICYXESS
WRFMOCK YIRNDLOCK 045
min. NOTEw!NDLOCKS STAYPED FROM .130GALX. DOOR CL40E @
DOOR STEEL (
75'11 2.3751 AND RIVETED 10 ALTERMTE
CORRUGATIONS WITH (2) 3/15' STEEL JAMB None
STEEL POP RIVETS R PPORFED BY A 16 CA GUIDE
BRACItET TURMm 1a & aTIDED STEELfi4CKUPPLATEONEX[UdW SIDE AtIERnET RKEDoim OF
OOOR CURIAIN. It•
1 P:f.+ Zi: It 1t T;?r.i lltr L-\1.
1 '
20
r 3/4" Bell Y :.
1: T,Ju t!` fVr i. IA// %{.'-•::..Y ,.
0 _
Refer
to test report Number
USD-01-11`E??': DOrd
0)/13/01 i
Ii Oxon
designed far 30 O/flz POS./NEC. PSr ,,;f,d load Moxinum
door sire 16'-0* wide v 16'-0" high if
MODEL 651-30 Ssk.
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Fax:4076560580 Oct 30 2003 10:51 P.03WESTORANGELUMBER
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Cma aa+d ftiumft Sesvioex fubr the Bn Wiq bwmtry
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mmme-7* Corp
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Budw, Df 46731
Pbw 219.ft&3811 FacdRM 219.868.9190
O AST'I.t 4 YLi clt" ... 0-7 a Vw-&
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Mold Dm*Pl w- Coalxun P" SO= wood EdF Sted Doan (Opl O) wan or wiu cut sick -Ides
Madaaw. ove al Neamd a= up ti d'4 x we Vubls Ott wft X, oxo, Xo, ox, Xx # GO=
Cmwd Dmrlpli= The iced umd jm o doe wood m 4,r x 1.25" withdun eaovde d abmtiamm b®p tbresbdd ThedwpadsandddditpmdsiD0Torsi* ad =efdQ ottwo 2S p w (mid 0.01 r) Wd dam Soed to wood On suedrusilawhbawamoeoose. The ~ ddWft aro urot8ulad b ie0eio0 ` b aDbbd tr ogwed lip lib iuollerla mod byThmma-Tr4 I707.
4.3 Dw A=M bib m 1707r4.S Mdbmg Door AumdA s) 630
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ter " B1'C
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Rafmp X To 3'
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slidkUlp 7b 3.4 a 6'9 + 60.OA - ee ee 40.00 - 40.
00 1 W00 - 40.00 - 40.
w 1 + 6o_oe I 5ee revers
Bide
chic papa I I. Evakwed
for
floe in bcwias astherf 11p 0 the:Florida Eaildllld Oak and whim pteawre agwraw u as dim wd b9 7 502h tmDedpaLoA* fbe D ldhsp Md Odw do m vcr eed tin du:t p Womm ta=p lilted 2. For D
n=W iaUghfiooe wbM the is k a dw 1-Inhcher ONC utocliot11707.4.4 Aaohon p Ma b*6 aura and d 1707.4.4.2) SO= Tap= type Cpr,C I P te aolsl f -' *M be ;{ aq; kWh gm% . be ooch tortsmb&= I-WenpgemWafthe Tape= im dw matoary wan ix obtained Qz9blua F1vd& Pwgmimd
E99i - Seel No. 43409 April 22, 2002 Lyndon F. Schmid: 19506 Fw0cb LN6
Dave Lot; FL 33558
WEST ORANGE LUMBER Fax:4076560580 Oct 30 2003 10:52 P.04
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Whin attaching Sidelite the above anchoring applies.
sm Nom
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SEE Nam
JI/4LC LC wt 10
x gbh:
Won
altoeJYMq tAo ii111k r 7i1f
IMS d odbolt pbfr to az 8&" & ADM.=
buck um 110 x 2' Lq. PFW WS, M'
Mn F-W- q the s&ft tt DEYAL ''
dxedbart pkrtas to tM CShV al t
w. 10 x 1 3/4' w
r
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10 X 2 112' L0, WN
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ALUYMACN
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A AS4kG4L
EBOLT OR4L.
TNRu FOR ouatt. TWU FOR (2) A
jwo BOLT ow . xro sous DEEP E1rp1lOM
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CONCRETE NOTES-
1. ALL CONCRETE SHALL 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, 310-77, 347-60, 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 SHALL BE AS
FOLLOWS,
BEAMS ABOVE GRADE 1 a'
SLAB ON GROUND CENTERED
FOOTINGS 3'SIDES & 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.
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 II' 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 SHOVN 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
55'-D#
OUT -TO -OUT OF CONCRETE
Y
WF-1 _ WF-1
CF-2 CF-2 ,
o
N Bm CF-1 3
CF-2
Wf- W CF-2
ut
z NOTE= SEE SHEET A-2A FOR SAW CUT LOCATIONS & DEPTH
u b
b 6. a
Li
3 NOTEi SEE SHEET A-2A FOR VERT. 3
c DOWEL PLACEMENT LOCATIONS
b PERTAINING TO CEMENT BLOCK WALLS
Y CF-2CF-2
b
a 3 CF-2 CF-1
CF-2 3
6
L
T ? WF-1
27'-6" 27'-6"
I 26 GAGE METAL ROOF SHEETING
FOOTING NOTES:
MARK FOOTING SIZE REINFORCEMENT
CF-1 3'-6" X 3'-6' X 2'-6" 5 A 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 PDLYFILM W/
EDGES LAPPED & TAPED
OVER CLEAN COMPACTED
TERMITE TREATED SOIL-,.
7
16'X12. 30DO PSI CONCRETE FOOTER W/ (2) #5
REBAR CONTINUOUS ON CHAIRS B 4'O.C. MAX
8' ROOF
8' WALL
3' HOOK (TYPY'
TYPICAL SECTION
CF-2
GAGE METAL WALL SHEETING
3'x3'x14 GA ANGLE
FASTEN V/ VVDIA x1 1/2'
DRIVE PINS 112' [It MAX
6'x3'-6'x2'-6' 3000 PSI
CONCRETE PIER
WITH (4) #5 REBARS
B10' D.0 W/ 3' MIN CLR
a
N
Vc
h
a4
8' WALL GIRT
STRUCTURAL STEEL COLUMN
POWERS STEEL POWER BOX LINTEL
B x16 W/FILLED (1) # 5 REF DETAIL II
WADE B 1-800-752-1730 BRANDON, FLORIDA>
TYPICAL OPENINGS PER PLAN
5 REBAR VERT REINFORCEMENT IN GROUT
FILLED CELL
LOCATED PER PLAN SHT # A-2A
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 5/8'
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 & 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.
B. 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 & 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
25' NIN OVERLAP W/VERT REINFORCEMENT
LOCATED PER PLAN SEE NOTE
ASTMA307 STEEL ANCHOR
BOLTS EMBEDDED INTO PIER
2' MIN (MIN 2 1/2' PROJECTION)
07TYPICALSECTION
CF-i pvlood
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, zephyr27@gte.net
ALL STEEL BUILDINGS DELPHINI CONSTRUCTION, INC.
PROJECT GOROaN STREET FOUNDATION PLAN
ID AS190 BUILDING M 3 DESIGN: DWS I DRAFT: I CHECK:
PROJECT
ADDRESS
GLDORDOqNgSTREET INDUST PAR
SANFORD, 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 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 COMPDNENTS,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: 55.0 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:
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:
IMPORTANCE FACTORS: COLOR: N/A
WIND LOAD: 1.0
LINER TRIM:
SNOW LOAD 1.0
SEISMIC LOAD 1.00 COLOR: N/A
OTHER LOADS SPECIAL NOTES:
INTERNAL PRESSURE COEFFICIENT= +/-0.18
DESIGN WIND PRESSURE FOR CLC a ROOF = +10/-33PSF
DESIGN WIND PRESSURE CSC E WALLS= +23/-25PSF
ENCLOSURE CLASSIFICATION: ENCLOSED
ALL STRUCTURAL STEEL, ASTM-A36
EXPOSURE CATEGORY= B
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:
PROJECT:
0
PROJECT
JOB NUMBER:
DELPHINI CONSTRUCTION,INC..
GORDON STREET WAREHOUSES
ADDRESS: LOT # 8 GORDON STREET/ SANFORD,FL.
AS199
DIG= 3/4" 3 t /2' 1011
N
l (
O --T
1 0is,
3 ,
IL J i
i l A,
i
DETAIL A
DIG= 3/4' 1 2" loe"
9°
o S,
JL
3 t/2"
EW
See Pion
DETAIL B
No= 3/4" 6"
T-
010
3.,
010
4„
8"
SW 1 3/4"' 1 3/ "
See Plan
DETAIL C
0
r
55'-D" OL,' -TO-OUT OF STEEL
27'-6" 27'-6'
i
1 00H A 0 0
0C-
0 A H
I
HB
I
iI
B H
o
0
LH
0
HB B H
C
HA I A HC
i1'-1" 12'-0" 4'-5"
I
27'-6' -
2 3
ANCHOR BOLT PLAN
NOTE: All Bose Plotes 0 too'—O" (U.N.)
ALL STEEL BUILDINGS :1 DELPINI CONSI
PROJECT GORDON INDUST PARK DEVLOPMEN. ANCHOR BOLT PLAN
I71 i V ID AS199 _ i DESIGN: DRAFT: CHECK:
V PROJECT BUILDING #1 ;DATE: SHEET CF
ADDRESS SANFORD,FL
j
ENDWALL COLUMN MAXIMUM REACTIONS, ANCHOR BOLTS, & BASF PLATES
LINE
FRAME LINE -
RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES
Colj nn Recctions (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 6.1 13.8 2 -7.3 -11.9 4 0.750 6.000 16.00 0.500 0.0
2 D 3 7.3 11.9 1 -6.1 13.8 4 0.750 6.000 16.00 0.500 0.0
1 -6.1 13.8 3 7.3 -11.9
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 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 are:
1 DL+CO+LL
2 DL+WL1
3 DL+WR 1
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
55.0
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
Column Reactions (k )-------
Frm Col Load Hmox V Load Hmin V Anc. Bo% i3ose Plate (in) Grout
Line Line d It VmoX Id H Vmin No D(in) Wid Len Thk
1 A 4 1.7 0.9 5 1.6 1.9 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.2 6 1.7 1.9
1 B 4 3.7 3.0 5 3.4 5.5 4 0.750 3.5C0 10.00 0.250 0.0
1 0.0 6.3 7 3.7 7.7
C 4 3.7 5.4 5 3.4 5.5 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.3 8 3.7 7.7
1 D 4 1.7 1.9 5 1.6 1.9 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.2 4 1.7 1.9
3 D 4 1.7 0.9 5 1.6 1.9 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.2 6 1.7 1.9
3 C 4 3.7 3.0 5 3.4 5.5 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.3 7 3.7 7.7
3 B 4 3.7 5.4 5 3.4 5.5 4 0.750 3.500 10.00 0.250 0.0
1 0.0 6.3 8 3.7 7.7
3 A 4 1.7 1.9 5 1.6 1.9 4 0.750 3.500 10.00 0.250 0.0
1 0.0 2.2 4 1.7 1.9
BRACING REACTIONS, PANEL SHEAR
3: Reactions (k ) Panel
Wall-- Col --Wind--- Seismic- Shear
Loc Line Line Harz Vert Harz Vert (lb/fl)
L-EW 1 B 5.6 4.6 0.0 0.0
C 5.6 4.6 0.0 0.0
F-SW D Bracing Not Used 0
R-EW 3 C 5.6 4.6 0.0 0.0
B 5.6 4.6 0.0 0.0
B-SW A 2 ,1 9.5 5.6 0.0 0.0
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
ID AS199
PROJECT BUILDING',
ADDRESS SANFORD,FL
DELPINI CONST
ANCHOR BOLT PLAN
DESIGN: DRAFT:
DATE: TS•iEET
CHEC.
IIII
IIENDOFBUILDINGPLATEWELDED
TO RAFTER
12 S. D. SCREW II
I
CORNER COLUMN
I
I
SHEET ANGLE ROOF PUR_:N
1 i
ENDWALL
OOR
AMBo0
i RAFTER
1I ENDWALL
BOLT. 0.5' COLUMN BOLTS. 0.50"
o o —
F ——-—---———-—— BY 1.0" BY 1.50' BOLTS,
0 o i., BOLTS. 0.50"IBY1.50" SIDEWALL
GIRT ENDWALL
CONNECTION
GIRT
SE PLATE
ENDWALL 1
RAFTER I PLATE
CONNECTION
PLAN ELEVATION
A6 SECTION THRU ENDWALL RAFTER
ENDWALL COLUMN
ONE S.DNN. TW
MAY BE USED)
ENDWALL GIRT
CR ENDWALL COLUMN TO WALL GIRT CORNER
PLATE
COLUMN TO WALL GIRT BASE PLATE FOR DOOR JAMBBENDWALLRAFTERTOCOLUMNOvO
CABLE
ENDWALL BOLT, TYP. RAKE
RAFTER 0.5" x 1.0" EAVE STRUT ANGLE
ENDWALL 12 S. D. SCREW
COLUMN
1 BOLTS, 0.5" ROOF COLUMN
o o _ _ — x 1.0" (TYP) PURLIN
1 COLUMN
IBOLTS, 1 I FLANGE
O 75"x2.0' o oWASHER
ON COLUMN
O SIDE
BASE PLATE
BOLTS, 0.5' CONNECTION
PLATE RIGID RAFTER
By 1.0' FRAMEFLANGE
PLAN ELEVATION
WALL GIRT WELDED BOLT, p 5" 1.0 pttP)
E7 BASE PLATE FOR ENDWALL
F5 RAFTER SPLICE AT SURFACE CHANGE G
PLATE x
H EAVE
ENDWALL RAFTER
STRUT TO ENDWALL RAFTERCOLUMNORDOORJAMBROOFPURLINTOINTERIORFRAMERAFTERWALLGIRTTOFRAMECOLUMN
EAVE STRUT EAVE STRUT EAVE STRUT
BOLT, 0.5" DOOR JAMB
ro -- BY 1.0'
III I I CONNECTION
JL° °JI{uINDOORJAMB °
PLATE
l i
O
I
FRAME I}
Q
COLUMN
FRAME BOLTS,
COLUMN 0.5' x 1.5'
of o O CONNECTION PLATE
O
L E%TENSION OF EXTENSION OF
TOP FLANGE
CONNECTION PLATE DOOR JAMB
DOOR HEADERTOPFLANGEWALLGIRT
SECTION ELEVATION
SECTION ELEVATION SECTION ELEVATION
G EAVE STRUT TO RIGID FRAME WALL GIRT TO DOOR JAMB -
SECTION
@ DOOR
ELEVATION
JAMB TO SAVE "STRUT
BOLTS, 0.50' BY 1.0' (ttP)
J 2 EAVE STRUT TO RIGID FRAME I Q DOOR HEADER TO DOOR JAMB
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
ID AS199
PROJECT BUILDING # i
ADDRESS SANFORD.FL
DEL°jNI CONST
YTRUCl ORAL DETAILS
DESIGN_: DRAFT: I CHECK:
DATE:" I SHEET OF
I
SIDEWALL COLUMN
fI
COLUMN OR
RAFTER WEB
I 5q i!
BOLTED o 0
END PLATE TOP BOLTS, SEE
HILLSIDE
o oTOPFLANGE DRAWING FOR SIZE.
CABLE WASHER O O II
FLAT
I I
O O I` O O —INTERMEDIATE BOLTS,
WASHER
II
4L3
THE NUMBER OF TOP
EYEBOLT
I OR BOTTOM BOLTSANCHORTiGREATERTHANFOUR.
SLOT IN WEB TO INSERT NUT
BOLTS
BASE PLATE
o 0
BOTTOM 80TTOM BOLTS, SEE
HILLSIDE WASHER FLANGE O O DRAWING FOR SIZE.
AND EYEBOLT PLAN ELEVATION
9DIAGONAL CABLE, EYEBOLT END R2 ANCHOR BOLTS AT SIDEWALL COLUMN U3
BOLTS FOR RAFTER TO
COLUMN CONNECTION
J
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
ID I ASi99
PROJECT I BUILDING a1
ADDRESS I SANFORD,FL
DELPINI CONS1
BFRUCTURAL DETAILS
DESIGN: DRAFT: CHI'
DATE: 1 SHEET
I
12
60-00" OUT -TO -OUT OF STEEL
m
j 19-0" 20'-O" 19-cr
x
I
RA
pA6
F5, Q x
EC-1 EC-2 EC-2
GIRT 1' -1 3/4"I 1'-1 3/4"
LAPS T'-1 3/4" +'-1 3/4"
ENDWALL FRAMING: FRAME LINE 1
CBC104 CBCIPB CBC104
O
CBC12 i
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Go. R - NEED COLOR
12 12
r—mq
60'-O" OUT-TO-OL'T OF STEEL
I^ I^ POR
lam}
20'-0" Y 19-0"
IAix i r51
rs
91 ^
n .
1'- I I" —
I
o
i
o
N
E7
2 G-3 3
Oue G-1
Ce 2
G-3
2 o- G-4
oa
BA
o
co
L0 .
2
ill
EC-4 EC-2 EC-2 EC-3
GIRT 1 '-1 3/4I"I 1'-1 3/4"
LAPS T'-1 3/4" 1'-1 3/4"
ENDWALL FRAMING: FRAME LINE 3
CBC104 CBCIPB CBC104
O
CBC!21
ENDWALL SHEETING & TRIM
PANELS: 26 Go. R - NEED COLOR
E LINE 3
ALL STEEL BUILDINGS
PROJECT GORDON INDUST PARK
ID 199
BUILDINGv
PROJECT BUILDING i
ADDRESS SANFORD,FL
2-2 4 A325 5/5 i
2-4 4 A325 5/B" i
4 A325 1 /2" i.
MEMBER. TABLE
FRAME LINE i & 3
MARK PART LENGTF
I EC-1 IODC14 16'-4 1T i
C-2 IODC14 t7'-il i1/
EC-3 IODC14 16'-4 11/i
EC-4 IODC14 16'-4 it/i
ER-i IODC14 29'-11 T5/
ER-2 IODC14 29'-11 15/
ER-3 IODC14 29'-11 15/
ER-4 IODC14 29'-11 i5/
G-1 8X25Z16 20'-5 1/2;
G-2 8X25Z16 21'-1 i/2
G-3 BX25Z16 22'-3 1/2'
G-4 8X25Z16 20'-5 1/2„
G-5 8X25Z16 21--1 1/2
CB-1 CB0500 26'-7"
CONNECTION PLATES
FRAME LINE: 1 & 3
0 ID MARK PAR
1 11
2 gt
3 ^2
4 CGC3
5 h1
DELPINI CONST
ENDWALL FRAMING
DESIGN_ DRAFT:
DATE: I SHEET
CHECK:
0'
SPLICE_ BOLTS
F-Splica Top Of Plcte Bottom Of Plcte
Mork IOnt Typ Dic Len IOrt Typ Dio Len
Sp- 1 ! 4 A325 0.875 2.50 I 4 A325 0.875 2.50
Sp- 2 14 A325 0.750 2.00 4 A325 0.750 2.00
Sp- 3 4 A325 0.875 2.50 L4 A325 0.875 2.50
FLANGE BRACES: Both Sides(U.N.)
FBxxA(i): xx=length(in), (1)=ore side
A - L2x2x1/8
4"
t-t
26 Go. PBR, Golvolume Plus
4'-0 9 tfi
Q 1„
12
a
NMmL-
b
00
441
1'-0 11/16 1'-0 11/16"
6 SP@ 4'-2"
c _ Sky Light
29'
29'
6 SP@ 4'-2"
0 9/16"
PIECE J MEMBER I LENGTH
RF1-i I6x26 17-4 5
RF1-2 W16x26 28'-1 3/
RF1-3 W16x26 28'-1 3/
RF1-4 W16x26 17'-4 5/-
aNMmL
8" 1 1_ _11'-3 11/16" 56'-0 S/8" l'-3 11/16" 1 1 18"
Cleoronce
60'-0" CU,-TO-OUT OF STEEL
BUILDING CROSS SECTION
FOR FRAME LINE 2
GENERAL NOTES:
NOT FOR CONSTRUCTION
APPBROVAL ONLY)
0
in
c
iv
i
ALL STEEL BUILDINGS DELPINI CONST
PBROJECT GORDON INDUST PARK DEVLOPMENT RIGID FRAME ELEVATION
ID AS199 _ ENGINEER: I DRAWN BY: I CHECKE
PBROJECT BUILDING #1 DATE: i SHEET OE
LOCATION SANFORD,FL
I
I
U
i
I
I
j
i
N
C,
IOf
ol=>
0
OOf
N
UW
MI
W
PURLIN
LAP
55'-0" OUT-
27'-6"
L Y
I
27'-6"
j
I
I
h OA
J
3'-1 3/4"
13'- 1 3/4"
ROOF FRAMING PLAN
RG—
B
19)
LIGHT '
PANEL
10-8"
2)
Nv
Nv
LIGHT
PANEL
10-8"
2)
P-2 8X25Z16 30'-7 1/z.
E-1 8E14 27'-5 1/2"
E-2 8E14 27'-5 1/2
E-.3 BE14 27'-5 1/2„
E-4 8E14 27'-5 1/2„
CB-4 CB0500 39'-3"
CB-5 CB0500 38'-7 3/4"
CB-6 CB0313 38'-7 3/4"
CB-7 CB0313 39'-3'
I
W III
ROOF
SHEETING
PANELS: 26 Go. PBR
Golvolume Plus
ALL STEEL BUILDINGS DELPINM CONST
PROJECT GORDON INDUST PARK DEVLOPMEN: ROOF FRAMING
ID AS199 _ j OESiGN: DRAFT: I CHECK:
l PROJECT BUILDING d1 f WE: SHEET 01
ADDRESS SANFORD,FL i --
I - :
55'-0" OUT -TO -OUT OF STEEL
27'-6"
H I
EC-3 RF1-1
GIRT
LAPS V 1 3/a•
SIDEWALL FRAMING: LINE A
Gutters with 3 downspouts)
CBCIEC CBC108 GSTRAP CBC125
CBCIC B
U
27'-6"
cI
1
of
i
cv
0
N
H
EC-1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I
m
I I
I
L— — — — — — — — — — — — — — — — — — — — — — — — — — — -
CBC121
SIDEWALL SHEE-7 ING & TRIM: FRAME LINE A
PANELS: 26 Go. R - NEED COLOR
L-
UmU
ALL STEEL BUILDINGS
PROJECT GORDON !NDUST PARK
ID AS i 99
PROJECT BUILDING #1
ADDRESS SANFORD.FL
L—J 6LI4 ci — i/c
E-4 8E14 27'-5 1/2
G-8 8X25114 28'-7 1/2
G-9 SX25Z14 28'-7 //2
CB-2 i C90500 30'-8 3/4
rR_i ranrnn 11.-A 1/9'
DELPINI CONST
SIDEWALI. FRAMING
DESIGN: DRAFT:
DATE: SHEET
CHECK:
Of
0,1, . .
55'-0" OUT —TO —OUT OF STEEL
27'-6"
H jJ I
EC-3 RF1-4
12'—O" 14'-5r j
GIRT 1'-1 3
LAPS 1'-1 3/4-
SIDEWALL FRAMING: LINE D
27'-6'
b
I
b
b
N
H
EC-4
Gutters with 3 downspouts)
CBCIEC CBCI08 GSTRAP CBC125 CBCIEC
CBCICB CBCICB
cl b b b.El
b b b b ^O^ b b b l b b b b b b b
iT w oiT o iT ag o+ iT m -m m cn mcn m
m U
I
L— — — — — — — — — — — — — — — — — — — — — — — — —
I CBC121,
CBC121 SIDEWALL
SHEETING & TR!M: FRAME LINE D PANELS:
26 Go. R — NEED COLOR UJ-
I DH-
1 OAZDL,
10 8X25C16
7 -
J 1/" 11-
11 E—
i BE14 27'-5 112 ' E-
2 G-
6 8
14 8X25Z16
27'-
5 1/2 10'-
10" G-
7 SX25Z16 5'-4" G-
8 8X25Z14 28'-7 1 7 CONNECTION
PLATES FRAME
LINE D 0
ID MARK PART 1
12 2
e1 3
b1 4
e2 5
ci TRIM
TABLE FRAME
LINE D OID
MARK I LENGTH 1
1 CBC118 8'-2 i 2 2
CBCI17 12'-8" ALL
STEEL BUILDINGS DELPINI CONST PROJECT
GORDON INDUST PARK DEVLOPMEN1 SIDEWALL FRAMING ID _
AS199 DESIGN: DRAFT: CHECK: PROJECT
BUILDING 11 DATE: SHEET OF
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 353 Gordon Street, Sanford Florida, and to do all things necessary to
this to this process.
James A. Thomas
DELPHINI BUILDERS, INC.
Acknowledge
Sworn and subscribed before me this 160' day of February, 2004 y James A.
Thomas, personally known.
CONNELL
aeofFNotaryPublicvyCamftb, b O
SeP11,20D7
Seminole County ?,a; „:,' Commlulon # DD237102
State of Florida BOWWDYNofloncd YA=L
Delphini Builders, Inc.
Ph. 407 830-74477 Fax 830-7429
845 Sunshine Lane Altamonte Springs, Florida 32714
License # CGC 017860
p, alI.Qlay
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
HONE # 407-302-1091 * FAX #: 407-330-5677
hh
DATE: I o PERMIT #:
BUSINESS NAME / PROJECT:
ADDRESS: 3 S 3 < n'Ll e
PHONE NO.L- 0r
a
S07,11inFAX NO.:( g3 L,07 - 7L/a CONST.
INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F.
A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT
PERMIT ] ANK PERMIT [ ] OTHER [ ] TOTAL
FEES: S (PER UNIT SEE BELOW) COMMENTS:
Address /
Bldg. # / Unit # 1.
Square
Footage Fees per Bldg. / Unit 2.
3.
4.
5.
6.
7.
8.
9.
10.
H.
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. Sanford
Fire Prevention Division Applicant's Signature
U3
CITY OF SANFORD PERMIT APPLICATION
Permit # 07 3 /J
te: /s
Job Address: 3S3J ' , - q.
Description of Work: tv G 9 •G
Historic District: Zoning: Value of Work: ' 00
Permit Type: Building Electrical Mechanical Plumbing 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 Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines • O —
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial X Total Square Footage:V(FEMAConstructionType:. # of Stories: , • # of Dwelling Units: Flood Zone: form required for other than \)
4 po d
Parcel #: aQ ' (Alt o0 o t1e hip &Legal De. -ipttnn
Owners Name & Address: CootL'
Phone:
I«- ZIL?d j,
f I e(, qM Contractor
Namv& Address: 'r Ct,' 7" s
Phone & Fax:
W Bonding Company:
Address: Mort
gage
Lender:! Address: 1.
7 4*7 Arch itect/
Engineer: Address: 4
Sta a
License Number: " — — 41, f 0 Contact Person:'
Phone: f'/ JdJ J10"
to ttj J
1°/1 Application is
hereby made to obtain a permit to do the work and installations as indicated. I cerlify'Mat no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS/ 'R T and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all wcA;Wijl be done in compliance with all applicable laws rb_golrysio constructionand
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE -OF C.0 Eld 'S OUR P 4 kld4 TWICEFOR
1NIPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINAtJ+1GING, CO R RAW".... ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. "''' NOTICE: In
addition to the requirements of this permit, there may he additional restrictions appli, * a this.property that may be found in the public recut this county,
and diem may be additionalpjam'its required from other governmental entities such as water management to , state agencies, or federal agencies. Acceptance of
permit isA .n that 1#,Y1 notify the owner of Florida
DD 126909
requirements of
FJrrFi£ Law, FS Agent's
nn-2
y APPLICATION APPROVEDBY: Bldg Z-V Zoning Z' 3 •VI Utilities: Initial & Date) (
Initial & Dale) Special Conditions:
J Florida
PEA6W.
0olobw
16'"Wr ita=Thru
Naar Pabtio UrN Initial & Date)
t,r-
4% d 64 ff +Ice r., Liao 12 i
a'
Initial & Dat
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY — ADMIN
P.O. BOX 1788
SANFORD, FL 32772-1788
Project Name:
Date
Owner/Contact Person: Phone: Y y7
Address: 7 6 ,1-e drin 1
Type of Development:
1) 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-RESIDENTL4L r
Type of Units (commercial,
Industrial, etc.):
Total Number of Buildings:
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:
CONNECTION FEE CALCULATION.- AJ A-4---t- I IT Y/Z isib
i
r n n cam w7. so
Name - Signature - Date
c norn »ma
1) Water System Imuact Fees
Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD)
Residential
S650/Unit - Single family structure, or multi —family unit
containing three (3) bedrooms or more.
S487.50/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 750/6-225 GPD
of the water and sewer service of an average single
family 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 that twenty (20) fixture unit
base for the fast 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-270 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/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 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 'A
Dental unit or cuspidor 1 1 '/4
Dishwashing machine, (c )domestic 2 1 %2
Drinking fountain 2 1 '/4
Floor drains 2 2
Kitchen sink domestic 2 1 '/2
Kitchen sink, domestic with food waste grinder and/or
Dishwasher
2 1 '/2
Laundry tray (I or 2 compartments) 2 1 'h
Lavatory 1 1 'A
Shower compartments, domestic 2 2
Sink 2 1 '/2
Urinal 4 Footnote d
Urinal,l 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 o0Footnotet d
I
For SI: I Incha25.4 nun, t gallon-3.785 L
a For traps larger than 3 inches, use Table 709.2 / v-1 dts
b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixtures unit valve
C 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 tTinals shall not be rated at a lower drainage first fixture unit
unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS
2. y u ti
IN ': + Lv 1 r..t
l• S
JS aJ2
To-t4. ( rz013-7- S0
Fixture Drain or Trap
Size inches
Drainage Fixtures
Unit Value
1 'A . 1
I %2 2
2 3
2 %2 4
3 5
4 6
SmnAwd Phunbing coder 01997
PREPARED BY AND RETURN TO:
Martin F. Stamp
Kilgore, Pearlman, Stamp, Omstein & Squires, P.A.
Post Office Box 1913
Orlando, Florida 32802
Building Permit No.
STATE OF FLORIDA
COUNTY OF ORANGE
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE CUUNTY
BK 05157 PGS O463-0465
CLERKIS # 2004002322
RECORDED 01/07/2004 01:2W6 PM
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):
Same
4 tj ,
CEMED DOPY.
AIARYANNE MORE@
KKK OF CIRCUIT CPU"
2%&01'1E 7 4r
JAN 7 209
4. Contractor:
Delphini 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:
AERO #8 INDUSTRIAL PAIZK, LLC,
a Florida limited ' ility company
By: eonfi*b M
STATE OF FLORIDA
COUNTY OF ORANGE
The foregoing instrument was acknowledged before me this 23r`lday of 0dvbeer , 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.
Jay' h DARCEY E. DURANT
MY COMMISSION # DD 256875
EXPIRES: December 27, 20D7
eaded Tft Notary Pd* unde wkm
NOTARY PUBLIC:
SIGN: ':RA-ft '.-
PRINT: arce all
State of Florida at Large
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) 91"395
Plans Review Sheet
Date: January 28, 2004 Business Address: 353Gorden Street Occ. Ch. 40/Storage
Business Name: AFRO #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 1
Comment: Plans reviewed as Stores a Occupancy. FD reserves right to require applicable coderequirementsifoccupancyusechanges. If the building is used, leased, or purchased after C/O, and used as an Industrial Occupancy (Manufacturing of any kind) an automatic firesprinklersystemmayberequired. 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 3,300 sq ft.
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 — — old
2.6 Travel Distance — ok,
2.7 Discharge from Exits — A
a
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 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 — NIN 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
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) 91&0395
Plans Review Sheet
Date: January 28, 2004 Business Address: 353Gorden Street Occ. Ch. 40/Storage
Business Name: AERO #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 /
Comment: Plans reviewed as Stara a Occupancy. FD reserves right to require applicable coderequirementsifoccupancyusechanges. If the building is used, leased, or purchased after C/O, and used as an Industrial Occupancy (Manufacturing of any land) an automatic firesprinklersystemmayberequired. 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 3,300 sq ft.
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 — ol; no more than 12 occupants per I 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 — old
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, .Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
407 3022520 / 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.
IN