Loading...
373 Gordon St - BC04-001115 (NEW INDUSTRIAL) DOCUMENTSPERMIT ADDRESS GWMAAns+ PHONE NUMBER ikon s8so•m) ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE 10' O I PERMIT DESCRIPTION 64k"id ill J PERMIT VALUATION If 3 . V%~ SQUARE FOOTAGE S !4w 0 d y - CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING **** c G DATE: 10/05/04 PERMIT #: 04-1115 ADDRESS: 373 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. g Io nineer' I t s OPublic o OUtilities OFire / O Zoning 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 04-1115 373 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 ublic Works ElUtilities 0 Fire _ P'sl a lo`a` tninN1 'Jd') g OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) H W W, J CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/05/04 04-1115 373 Gordon St. Deluhini Construction 407-830-7447 O i I I 1 111111 1 1 1 I 1 c 1 v v W G tQ01 N 1 CL CL N G V C> 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 O Fire OPublic Works OZoning tilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFOAD r ' Address Misc. Information Inquiry Location ID . . . . . . : 261305 Parcel Number . . . . . : 27.19.30.504-0000-0080 Alternate location ID . : Location address . . . . : 373 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 $4675.00 WA DEV BP04-1090 PD 2-17-04 SEE F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel 10/08/04 08:35:06 COMPLEX FEE $1787.50 REC#6420 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/05/04 04-1115 373 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 OFire OPublic Works onin s /c3 - OUtilities 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 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. 373 GORDON STREET i For Insurance Company Use: Policy Number Company 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): fin - #9 - ##.#tf' or ##. ) 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 EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117C0045 E 4117/95 4/17M5 X- 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 looted 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: Constnx lion 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, ARIA, AR/AE, ARIA1-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 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) NA. o 0 o d) Attached garage (top of slab) N/A. _ft.(m) E, o e) Lowest elevation of machinery and/or equipment w `° servicing the building (Describe in a Comments area) NIA. E o f) Lowest adjacent (finished) grade (LAG) ft.(m) 34.2 ft.(m) z' m g) Highest adjacent (finished) grade (HAG) 34. 7 ft.(m) V) o o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade WA 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 SIGNATURE w^' f ^ 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 corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 373 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 ageni/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. 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 a4acent grade. (Use natural grade, it 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.(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 FEMA issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are corned to the best of my knowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE 1 '.." COMMENTS 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. Completes aapplicable items) 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 I" law to certify elevation inforiiiation. (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 FEMAwissued or community issued BFE) or Zone AO. G3. The following information (Items 64-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 I JAMES W. SCOTT, P.L.S. THOMAS X. GR USE,NMEYER, 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). rlli r rOi, gyp _,`1 / + j % i Co ce Orange, Seminole & Osceola Counties * 5400 East Colonial Drive * Orlando, Florida 32807 * Phone: 407-277-3232 * Pas: 407-658-1436. FEDERAL EMERGENCY MANAGEMENT AGENCY GONATIONALPy FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. 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. 373 GORDON STREET O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: Policy Number 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 8 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 ##. ) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL NUMBER 12117CO045 85. SUFFIX E B6. FIRM INDEX DATE 4117,95 87. FIRM PANEL EFFECTIVEIREVISED DATE 4/17M B8. FLOOD ZONE(S) X- B9. BASE FLOOD ELEVATIONS) Zone AO, use depth of fbodN) 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)? Yes No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Constriction' ® Finished Construction A new Elevation Certificate will be required when constriction 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, ARIA1-A30, AR/AH, AWAO 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 N/A. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) WA . o d) Attached garage (top of slab) N/A. _ft.(m) E o e) Lowest elevation of machinery andlor equipment# - servicing the building (Describe in a Comments area) N/A. _ft.(m) E 5. '• ` G o f) Lowest adjacent (finished) grade (LAG) 34.2 ft.(m) z' .2 o g) Highest adjacent (finished) grade (HAG) 34. 7 ff.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade WA 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. 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. CERTIFIERS NAME JAMES W. SCOTT LICENSE NUMBER #4801 TITLE LAND SURVEYOR COMPANY NAME GRUSENMEYER-SCOTT 8 ASSOC AUURE55 CITY STATE ZIP CODE 5400 EAST COLONIAL DRIVE ORLANDO FL 32807 SIGNATURE ` ) tom . 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 corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 373 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 competed. 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 _ fL(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, 4 available). E3. For Building Diagrams M with openings (see page 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.f 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 owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued 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 COMMENTS 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 applicable 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 FEMAassued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. 911 ISSUED MA 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 CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: ' 77 1 a rd- Description of Work: _ C-'T C r-r i F G Historic District: Zoning: Date: Value of Work: $ 57 66 If Permit Type: Building Electrical f/ 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 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 Units: Flood Zone: (FEMA form required for other than X) Parcel #: Attach Proof of Ownership & Legal Description) Owners Name & Address: _7_670? S/ -7 Z / /7 d Phone: Contractor Name & Address: State License Number: of f ' V 0 ( Q _S-77 TT Phone & Fax: 5/U l -92 3 s'c// Contact Person: L-112 v / /h Phone: fa^+ r Bonding Company: Address: Mortgage Lender: 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 AFFIDAV IT: 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of t is vent o tha wi the owner of the property of the requirements onda rLiw S 3 lure of Owner t Date Signature of Contractor en Date Orz " I - , - - J _el" Ile Print Owner/Agent's ame Pri t Co to g 's Name c J Signature of No -S lorida Date Signature of Notarac Wf,1D6"P ' Date pRv aue c FW plv MV COMMISSION # DD 1642r' EXPIRES: November 12, 20' Owner/Agent is _ Personally Known to Me or ConNucedP ersonallyKnown to Produced ID ID APPLICATION APPROVED BY: Bldg. Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Permit # : .(, Lo —1 c-, ee e Date: Job Address:3_7:33 r0 f ao 5 v arorcJl Description of Work: ( 3 v: T-C n-e- l{ c QV w. /o 5 y -c • -• w/ Historic District: Zoning: Value of Work: S '.:!- 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 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 Units: Flood Zone: (FEMA form required for other than X) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: Z \ . Contractor Name & Address: Phone & Fax: 7 0 Bonding Company: Address: Mortgage Leader: Address: ArchitecUEogineer: Address: Phone: Ards State License Number: S fJU 76 Contact Person: 41kh4- Phone: 7d70L5_- F ZZ- 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: 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 permits required from other govemmental 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: SPgnature of Contras r g Date MY COMMISSION li DD 164280 s, EXPIRES: November 12, 2006 r/AiN Budg Produced ID Zoning: Utilities: Initial & Date) FD: Initial & Date) (Initial & Date) rI w RECEIVED 10 CITY OF SANFORD PERMIT APPLICATION Permit # : \/ s' a ( , Date: MAY 112005 Job Address: 373 Gergjo>^ Sf 13a.1kepy ep r-1 3 2 773 Description of 1170rk: Historic District: Zoning: Permit Type: Building Electrical Electrical: New Service — * of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Value of Work:!f `Y _ 000. 00 Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: ZVO tA.se Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: a % - 19 ' 3Q - S/ Qq - 000 Q - 0 0 eb (Attacb Proof of Ownership & Legal Description) A Owners Name & address: _.} , i-hD P7 t/ at- Sa Pa h oD 3,23S L a kso vie r rJ 04KS 9r-. L a cr luau F/ 327 ?Phone: -kQ7 IE3 (r DA?I1 Contractor Name & address: Lin b ey tI S . C • L.t.i. Ir. f.`. P! 0. fS ex 6.2 12 t/3 C' u i rA e F I 3 L-2 & 2 State License Number: Lr b e o3 7 9 9 7 Phone & Fax: *O - ? 3,2 - %yaz Contact Persou: /%lj'deW'1-1G,1tr Phone: V497 -2-12 - 9W Bonding Company: Address; Mortgage Leader: 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: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable lases 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 I will the owner of the property of the requirements f Fo L' n La , F 71 . gnature o O gent Date ig re of Contractor/Agent Date Mnae te t on ctor/A is ame i Wipppi Date I of N rta r e o' T1Fr(;FfA— Date os Y °o ( A FLO a * My COMMISSION II DD 164280 EXPIRES: November 12, 2006 O Os ra WA'T6' Me orProd a m) 0 ,Sdc • Gc* • 46 APPLICATION APPRO\TD BY: Bid f 19 2 I Initial & Date) Special Conditions: 93 111 Dg r• "', cuu, A:1tiYn City A40morandum ' Ci1r of Sanford Not ear (497 -Ursna r coo-sbs9 ro: vs. Fad iew own Thm for l CunW Aditm 333 Cordmg Lot a, Gordon won is =Mwidyundw warehouse bulk lnqL The site's current add addrBcrral addresses are isquirst A wadi a ffheslae to this p'ft the above Thank you. JJ 6 F. Hrnson Planner Cc AdWaft qr K m do, Sbpq R' a°"rr'iMooaawMwe.adwie+u.A+o...-suss caeos sd UYMM The is am Gordon Strew 610 the. 333 Qordon atm 343 Gordon 3U6 353 Gordon an 393 Gordon Sks 373 Gordon aim to addressm k Go don 41 40 *rmm o Oo the the City or Tease do not p.6 Unit 2, AERO #8 INDU Declaration of Condomfi 13, 2004, and recorded 1515, of the Public Rei undivided 25.00% inter In PARK, A CONDO ad as of December hd Records Book s Seminole County, common element 3 of 3 r••+nI. accom ng to the1, 2004• filed camber Floridaa togeth with an appurtenant th rete_ MEMOIR. 9 BD ii FIRST FLOOR SCALE: 1/8' = 1'-O' PANZINO WAREHOUSE I WAREHOUSE FLOOR PLAN 373 Gordon St., Sanford, FL SCALE: 1/8" = V-0" DATE: 04/21 /05 EXISTING ELECTRICAL METER AND ELECTRICAL BOXES. DRAWN BY: N. MATHERLY 2 X 12 BL MID -SPAN SHIPPING ROOM 1 / llll FLOOR LDAI i FLOOR STRL I @ 12' D.C. ( 4-FLORESCENT BEARING ON LIGHTS IN OFFICE BLOCK WALI DECKING. SPACE AND OFFICE SPACE SHIPPING ROOM. EACH ROOM SWITCHED IN TWO i , _ / _ _ '""" PLACES. A/C' 4X4 POSTS APART TO S UPPER RAIL SECOND STE r MECHANICAL A/C UNIT TO BE INSTALLED ON FLOOR OF MECHANICAL ROOM. ELECTRICAL PLAN - FIRST FLOOR SCALE: 1/8' - 1'-0' xxTHIS AN INTERIOR STRUCTURE ONLY. THE FLOOR SYSTEM OVER THE OFFICE/SHIPPING ROOMS IS FOR HOUSING THE A/C UNIT.xx 61 4107-365-1799 PERIMETER OF OFFICE/SHIPPING SPACE FOR FLOOR SYSTEM. MECHANICAL ROOM - SECOND FLOOR SCALE: 1/8' =1'-0' GENERAL CONSTRUCTION NOTES: 1.) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE ASCE-7 CODE WITH THE FOLLOWING DESIGN PARAMETERS: WIND SPEED = 70 MPH WITH 85 MPH (3) SECOND GUST OPEN BUILDING SHEAR WALLS IMPORTANCE USE FACTOR #1 VELOCITY PRESSURE = 10.2 PSF EXPOSURE CAT. 'A' SOIL BRG OF 1,800 PSF UNLESS NOTED OTHERWISE BLD'G HGT LESS THEN 60 FT. GUST VEL CITY OF 14.85 PSF DECK DL - 10 PSF DECK LIVE LOAD - 60 PSF THE APPLICABLE INTERNAL PRESSURE COEFFICIENT SHALL BE +/- .18 2.) CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS UNKNOW BY THE ARCHITECT AT THE TIME OF PLAN PREPARATION. FOUNDATION PLAN BASED ON 1800 PSF SOIL BEARING CAPACITY) 3.) CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4.) CONTRACTOR TO VERIFY ALL BEARING LOCATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS, AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5.) STRUCTURAL AND FRAMING MEMBERS INCLUDING MICRO LAMS, GLUE LAMS, STEEL I BEAMS, PLATES, POSTS, FLOOR AND ROOF TRUSSES AND WOOD I.BEAMS, BUCKETS AND BRACKETS AND BOLTS ARE BASED ONLY ON AVAILABLE CATALOG INFORMATION AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6.) ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALL, PAD FOOTINGS, CONTINUOUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING PO INTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7.) ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN 'OPEN' STRUCTURE. PANZINO WAREHOUSE 373 Gordon St., Sanford, FL OFFICE/SHIPPING SPACE DETAILS SCALE: 1/8" = P-0" DRAWN BY: DATE: 04/05/05 1 N. MATHERLY 2X6 FLAT HANDRAIL W/2-10d @ POST & 1-10d @ 24 O.C. 2X6 W/2-3/8' DIA. THRI BOLTS W/WASHERS. 2X4 TOE RAIL W/1-3/8' DIA. THRU BOLT W/WASH 2X12 PERIMETER RIM BOA W/ 2-1/2' DIA. THRU BO W/ 2'X 1/8' WASHERS WOOD STRUCTURAL NOTES 1.) ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS NOTED BELOW. DAMAGED WOOD NOT TO BE USED. 2.) ALL STRUCTURAL LUMBER SHALL BE SPF (SPRUCE -PINE -FIR) #2 OR I UNLESS OTHERWISE NOTED.(PRE-ENG. TRUSSES EXCLUDED) 3.) NAIL PATTERN - DOUBLE PLATE 12' O.C. OUTSIDE SPLICE ZONE. DOUBLE STUDS @ 12' D.C. DOUBLE OR TRIPLE HEADER @ 6' O.C. EDGE @ 12' 0 INTERMEDIATE. HEADER TO STUD @ 4' D.C. EA. HEADER MEMBER. STUD TO TOP OR BOTTOM PLATE: (2) 16d THRU PLA 2) 16d EA. SIDE TOE -NAILED TO PLATE. 4.) ALL LUMBER SHALL BE PRESSURE TREATED W/NON-ARSENIC BASED Cl WE-'BE-,EI • s,D 407-366-1799 4X4 POSTS (ON TOP OF 2X4 'DOUBLE TOP PLATE) RY 5' D.C. MAX. AROUND PERIMETER OF HANICAL ROOM. 4 DOUBLE TOP PLATE HIGH 2X4 STUD WALL X-SECTION OF INTERIOR WALL AND BALLUSTRAID SCALE: 1/2' = 1'-0' PANZINO WAREHOUSE 373 Gordon St., Sanford, FL WALL DETAIL SCALE: 1/2" = V - 0" I DRAWN BY: DATE: 04/21/05 N.MATHERLY SECURE PLATFORM TO BUILDING WITH 5' X 3/8' LAG BOLTS 12' D.C. 2) 2X12 NAILED TOGETHER WITH 12D NAILS 12' D.C. C' AROUND PERIMETER OF PLATFORM. 1/2' PLYWOOD FLOORING. \ 2-1/2' DIA. THRU BOLTS_ W/WASHERS IN EACH 4X4. xxNOTE: RISERS SHALL BE EQUAL. CONTRACTOR SHALL VERIFY HEIGHT. 4X4 SUPPORT POSTS WITH SIMPSON POST PAD (ABU44). MIN. (2) #6 X 3- WD. SCREWS @ JOINTS CLIP ANGLE #LS90 DRAIL LS90 15 T@11.5' = 14'-4 1/2' 2 X 12 WD. CARRIAGE (3 REQ'D.); SECURE INSIDE STRINGER TO WALL WITH 2X4 SPACER USING 12D NAILS. RAILING -NOTE: THE .HAND RAIL AND STAIR GUARD RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LDAD' DF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS (IN FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. W E-'BE-lEl & 5, TD-ft, W, 407-366-1799 PANZINO WAREHOUSE 373 Gordon St., Sanford, FL STAIR DETAIL SHALL: 1/4' = I'-U' STAIR DETAIL 2 X 12 WD. TREADS NOMINAL) TYPICAL SCALE: 1/4" = F-0" DATE: 04/21/05 DRAWN BY: N. MATHERLY or,. il 041m op PERMIT 1LANS REVIEWED IT`1 of SANFORD OFFICE 4 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES HONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 11 lS F PERMIT #: NAME / PROJECT: 3 (D WBUSINESS ADDRESS: c37,3 O PHO E 3_T FA (7t) 7J'—:?71 E_ CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANSREVIEW' F. A. [ ] F.S. [ 1 HOOD [ ] PAINT BOOTH [ J BURN PERMIT [ ] TENT PERMIT JANK PERMIT [ 1 OTHER" []C'1 00 TOTAL FEES: S , (PER UNIT SEE BELOW) COMMENTS: Address / Bldp. # / Unit # Square Footage Feesper Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ll. 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 Prevent i ivision pplicant's Signature Form 1 Notice of Commencement 4 nrn v aC"t y State of Countyof 3>w.v e1L THE UNDERSIGNED hereby gives notice that improvement 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. U, iotion of 2. General description of improvement-. (actj d' ecc OA(,', c ¢ Ski/ i9p r ia of KO &`1 3.a. Owner narne & address: b. Interest in property: 6s& K e r c. Name & address of fee simple title holder (other than Owner): 4.a. Contractor's name & address: b. Contractor's Phone Number: i107 31. S 17 9 5.a. Surety name & address: b. Phone Number c.. Amount of bond: 6.a. Lender's name & address. b. Lender's Phone Number S 7.a Persons within the state of Florida designated by Owner upon whom notices or other served as provided by Section 713.13(l) (A) 7, Florida Statutes. Name & address: b. Phone Number of Designated Persons: 8.a. In addition to himself, owner designates of 71313 1 Fl rids Statutes i= . COpY 4NE—MORSE CIRCUIT COURT C005 7 ff to receive a copy of the Lsenvr s N0UCC as provided rn Section r b. Phone number of person or entity designated by owner. 0341 9. Expiration date of Notice of Commencent (the expiration date is 1 year from the date F of recording unless a different date is specified): t Signature of Owner)10-7 rn to and subscribed before my by who produced i_s*ntification and who did take an oath on this \)`*- day of N 2O0GS LW 9 U i Notary PubicV00 FLORENCE A. DE GRAVE MY COMMISSION # DD 164280 104s EXPIRES: November 12, 2006 c Bn-led Tbru Budget Notary Services Rpr 07 05 07t17• MHE 407 292-7662 p•2 F Notice of Commencement Snag of c.Hn7 of THEUM beeby, om notiur d" it VnNq ttent wiD be made to g YW nai psoPeey, and in accordancewAChapter713, Florde SWVW% the foYowictg irsfoswcatian is provided "'thir Naitt of Commmasrrem• t 1]escnvtien of Sa • - i. /• f i Lr: Cr r 4y .. - / sue ryC 2 Ciaseral desrrtpton of icpeooaaett: _ M T. a. Qernrr rive[ at addrmc 3 b. lnlues is Pcopesr• rs C 0 c. Name & address of fee simple tide bolds (other then Owner): 4. a Cotmettor s name Ik addeesc _ - - [7 v F 1 a 17& b. Coramm •s Phone Number q," foe Dery 7 - Sa Surety new a addrerr: b. Phone Nunbcr c.. Amount of bond: S t,. e. Leader's none fY address. b. l mdei's Pboae Number 7. a. Persons within the sass of FLuida dow0ated by Owna upon whom Deus or aba docueneatr nap be served uProvided by Section 713.13(1) (4) 7, Florida Stenxer Name & address b. Phone Number of l)esiputed Personr. ,,; SA In addition to him"(, awner deripuus of - 10 mc6ve • Dopy of the lienor's Notice as provided in Section713.13 (I) (b), Hoeioe Statutes. b. Phone number of person or amitydesipnted by ownwt 9. Exoruion deg of Notice of Canmemat (the expiration date is I yw from the date of recordoqualw a different dug ie spec&6 rll: Sipature of Owner) ` — Clio Swam w end subscribed before my by as Wenuf wa end erbo did tale m ouh on this Navy Public IrW MK NM, QERK W CIRWIT WIRY CLERK W 111AIND E CmKrf SK 05698 P6 0135 FILE HU" 2005066a66 REIN ONEP/f!M 0&44141 PM REWMI( 6 FEES 10.00 1E1IaiDED By t holden Ioval 104 / serum F~ w comnlerbrr oo:a77ai r /r M Oitsaw ao. 2w 1' . CERTIFIED COPY MARYANNE MORSE ALTE OF IRCUIT COURT MJE Nif, FiORIDA 2005 Book5698/ Page135 CFN#2005066866 DELPHINI CONSTRUCTION COMPANY General Contractor — RoWiine Contractor TRANSMITTAL To: SANFORD BUILDING DEPARTMENT Date: November 16, 2004 Re: Pre Power for 373 Gordon St Permit # 04-0000-1115 We request Pre -power for the above referenced building. We will not occupy the building prior to the issuance of the Certificate of Occupancy. AlEN -bcl p OWNER CONTRACTOR Delphini Const ion 71 BONNIE L MUEU ER MY COMMISSION # DD 126909 EXPIRES: October 16,2006 Thank You Ken Delp Ph. (407) 830-7447 Fa. (407) 830-7429 845 Sunshine La. Altamonte Springs, FL 32714 Licenses # CGC 617860 & 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 373 Gordon Street, Sanford Florida, and to do all things necessary to this to this process. James A. Thomas DELPHINI BUILDERS, INC. AcknowledgeQ-C-S;;)-----r Sworn and subscribed before me this 16t' day of February, 2004 Ames A. Thomas, personally known. A'COMEU Notary Public Corywnw nFsousep11,= Commission # DD237102SeminoleCounty ",,,,' Bonded Bl,aryomiNotary State of Florida Delphini Builders, Inc. Ph. 407 830-74477 Fax 830-7429 845 Sunshine Lane Altamonte Springs, Florida 32714 License # CGC 017860 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY — ADMIN P.O. BOX 1788 SANFORD, FL 32772-1788 Project Name: Date / / Owner/Contact Person: Phone: 6Vu-7) 730 —7 Y y7 Address: - -7 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-RESIDENTIAL Type of Units (commercial, Industrial, etc.): hy n 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.) 7 REMARKS: CONNECTION FEE CALCULA770N. 46 -7 S: 111611, Name - Signature - Date vs-worsi mina 2) 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 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 75a/o-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 115 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) 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). S7Z U ti ld- Stondard Plwnbing coder 01997 Tc,>-t tg I a. -) 'S 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 'A Dishwashing machine, (c )domestic 2 1 '/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 1 %2 Laundry tray (1 or 2 compartments) 2 1 ''/2 Lavatory 1 1 '/4 Showcr 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 For SI: t ineha25.4 mm, r gallotw3.7851. a For traps larger than 3 inches, use Table 709.2 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 urinals 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 J 17 r). sv Li L73 6 Y61 -ISC) Fixture Drain or Trap Sir inches Drainage Fixtures Unit Value 1 'A 1 1 '/2 2 2 3 2 %2 4 3 5 4 6 r CITY OF SANFORD PERMIT APPLICATION c Permit # :_ O-= 1 I' te: ' v d Job Address:. 13 73i S A0 v Description of Work .yc_ Historic District: Zoning: Value of Work:3 ' Q 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 Cole. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer LinesL # of Gas Litres - O Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial e Occupancy Type: Residential Commercial Industrial , Total Square Footage: syoo Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than \) 7-/ 9• a • - - oo d Parcel #: / Q i ( Alt Prloyownershi &Legal De. ipt ion ' Owners Name & Ad N Contrartor Namv& Phone g Fax: om ' IL BondingCompany: /f/LAddress: Mortgage Lender: V11 Address: '` Architect/ Engineer: Address: Phone: c. 8'1, Sta a License Number: `- w — `r r ry Contact Person: Phone: .14me-d Phone:.'y0 7- 21fJ :15'0 Application is hereby made to obtain a permit to do the work and installations as indicated. I c lh t n wo o • II ii ed e issuance of a permit and that all work will be performed to meet standards of all laws regulatin n cti in • i risdi I tan a e a to permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. II // AAl1 /^ ( AA OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be dondJhiddtrrpllan3e 2-904applicabk Jirtr rijulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCIMENT MAY RESULT IN YOUR PA:l7NG TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR I ENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may he additional restrictions applicable to th s e m fun in a public records of this county, and there may be additionaU required from other governmental entities such as water m a a e_ r jjderal.agencies. Acceptance of permit is owner of%(Ierty of the requirements Y 4 Signature of Notary S .too Florids D to a . nature tiEtlERr gt Ry co p !(?'j,RrbZ w Contractor/ ' dS: October 16, ProJu,,r era APPLICATION APPROVED BY: Bldg. F ='11 I Zoning '04f Utilities: Initial & Date) Initial & Date) Special Conditions: 0 NIE L MUELLERVk uv rnuurectntd # DD 126909 Initial & Date) FD *_ I_t ( Initial & Date) f J 4 cvAs% c f ptr QPptro",J esk5: +leer 1 11115 (SAS7. l S , T c_ t,. CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: L ERMIT #: O 4 —11 `, BUSINESS NAME / PROJECT: N} C.._. QASIV, ADDRESS: PHONE NO: p`' g -75/ FAX NO.r-O— / t,[[i7 Z 3 CONST. INSP. [ J C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW ' F. A. [ ] F.S. [ J HOOD [ ] PAINT BOOTH [ J BURN PERMIT [ J TENT PERMIT ] TANK PERMIT [ ] OTHER j Q_ Q (( pp 1 TOTAL FEES: S © (PER UNIT SEE BELOW) zoo 1 t1J COMMENTS: _ 1 A r 1 Address / Bldg. # / Unit # Sguare Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 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 convect and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. 1 Sanford Fire Preven n Division Applicant's Signature fi N O C 2 m r m z M ci m O J J N i;i30i2003 0 L/T/5/ON/ti L/sHT/NG Ic Z 002 CEN99 Number Notes Type FEATURES & SPECIFICATIONS INTENDED USE— For entrances, loading docks, walkways and vehicle ramps. CONSTRUCTION — Rear housing Is rugged, corrosion -resistant die-cast aluminum. Walt -PekeCorrosion-resistam external hardware includes slotted hex -head and tamper- 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)ection- molded, UV-slab)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-roactenee, 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 beck housing, For 50 hertz availabift consult factory). Porcelain, horizontally- aria nted, medium -base socket with copper alloy, nickel -plated screw shell and center contact UL listed 6617W, 60DV and 4KV pulse -rated. INSTALLATION — Top 3/41hrea ded wiring access. Back access through removable 3/4' knockout. Food-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). W64 rated in accordance with IEC Standard 529. NOTE: Not recommended for use in car wash interior applications. ORDERING INFORMATION Me— the boldface catalog nomanclatv'ra that beet suits your needs and write Is an the appmprnew line. Order accessories as generate catalog numbers (stripped separatnty), TWP Series Wattage Voltage TWP /hemp see 2404 m 1 3q7 1505s 4W TB' Shipped Installed In Fixtom Sit Single fuse 1120, 277, 347V)s DF Double fuse (208, 240, 48110 EC Emergency circuit7A ORS Quartz restrike sy =7,11 CR Cortosion-resistant finish (housing only) CRT Corrosion -resistant finish (Teflon)s PE Photoelectric cell, button type (Na 4aoV) LPI Lamp (shipped in carton with f lure) IS Integral slipfiner FS Full shield WO Wireguard RNP Reactor high power factor ballast RNP Reactor normal power factor ballast XNP Reactance high power factor ballast NOTES: 1 120V only. 2 Not available with 205V, 24OV, 4WV or TB ballast. 3 operates s5V lamp. t Not available in Canada. 5 Optional multi -tap ballast (120. 200, 240. 277V) 1120, 277, 347V In Canada). 6 Not available with multi -tap balLw. 7 twnp not included. B Ouarm lamp wattage not to wMead ballast wattage rating. 9 61ack finish on housing only. HIGH PRESSURESODIUM 35W, 50W, 70W, 100W, 50W 8' to 25' Moun ng Height 15.7/16' (391cm) Width: 16-1/$' (41cm) Depth: 7-3/4' 09.7cm) Weight 14 to 15 W. (6 t07 kp) Example. TWP 705 120 Architectural Colors (optional) DBL Black VMS Medium bronze OWN White CSA Listed and labeled to comply with Canadian Standards NOM Listed and labeled to comply with Mexican Standards (Consult factory) Aocess4Hm Order as separate cglalog number. RK7 PEB1 Photoelectric control kit (12DV) BKl PER Photoelectric control kit (277V) RK1 PEB3 CSA Photoelectric contra kit INN) Outdoor Sheet: TWP-S BM - 306 I 0/30/2003 00:08 FAX 3522422344 D&W ELECTRIC TWP High Pressure Sodium Wall-Paks Caellioientol Ubliz000n Initial Footcttodles TWP %OS Test Report no. 94121702 Coefficients of t7dlization 2 o . 5I- I 111 I J O 1 2 3 4 5 6 Distance in units of mounting height 70W, high pressure sodium lamp, horizontal lamp orientation, 12' mounting height, 6,300 rued lumens Total If Wm eMleie#&T. .55% 7WP I00S Test Report no. 94121502 I Coefficients of utilization U`7 NNkallm_ rMMISME 100W, high pressure sodium lamp, horizontal lamp orientation, 12' mounting height. 9,500 rated lumens. TvW ft "A I:wenw. 55% 0 003 Zr , 1-0—Flevt Report no. 94121503 Coefficients of utilization 2 IF it 1 C 0 5 E 1 2 2 t 5 2 s 1 4 0 5 O 1 2 3 t 5 6 Distance in units of mounting height 150W, high pressure sodium lamp, horizontal lamp orientation, 12' mounting height, 16,000 rated lumens. Total Indiwo etrcieocr 514% Moording Neigh correotioa Factor Muhlply the It ItVel by the correcton taetor) 10 ft. =1.44 15ft._ .64 20 ft = 36 25 ft = .23 Existing Mounting Height 1=_ Correction FactorNowMountingHeighJ AA L/rm,am 4 L,f,a"rwa V onie Lighting Aouiry lighting 6roup, Irw Oetdeer LIpW g An%Vkvity8wds Compa 7y one litnonia way, Conyers, cA3001z-;IW Phona:770-92 -gM Fax:77e-91e-1209 In Canada: 11e11 W Avc„ Lachinc, Oucbec HST 2V3Sheet #-. TWP-$ 01989 Lhhonis Lighting, Rev. elo2 TWP-S.Pe5 wwwAhonlo.com i StP 16 103 08:00AM CONTINENTAL GLASS M I A W' mo-DUCTZONTROL NOTICE OFACCEPTANCE k. Class comp.111). t.rcll Atiniiii.t.1m 1.311-1111-Pue-IFL -33321 MlAryll-VADE COUNTY, rCORIDA METRO-DADC FLA04-ER DUIPINQ 1JUILDING*CODF, C0;NlI;l,lA;NCF OFIFICE lit) WFST FLAW.V.1%, STIUA* l'.,SM,YF 100,1 3.11.30.1563 CONTRACI-01t 1.1cV.-Nsim; SI.. M);75-21i."? VAN 0007-.'i X CONTRAUVOK 1"NFORCKNIK.M. DIVINION 005).#I 71-2960 1,\.X ()W) 3730 VUM 11MMUCI., Cit).N.Itiml. I)IVISIM 375-290 (301). j 7 146.19 applicaiion for Notice ol'Acotptancc (NOA) of. Your . NArruiv. Stilti-Door t er M i, naw N -ialsind. -Chapter 8 orthe Cocic ol't aniirDadc Count), goveriii9j; 111C Use ol'Alici kitei - I ii d Tylws u 1* LIJILI e0illpIctely described herein. hats been recommended lurtic"piuncc by the li,utti-D,ttlu County Built int codt colilpli;lnce, 0i'llicc (13CCO) undcr theconditiulis Specilled kelvin. Tliis'-NOA thall not be vulid allier the ospiration date stated below. BCCO reserves tic I I lIL to S;;cLire this prod'udt or fttedal• at any time from a jobsite or manufacturer's plant (lor quality control testing. lCtIlls D may revoke, modify, or suspend [lieprbd,6ct. or m* terial fails to perform in the approved manner, BCCO I use of .such product or material immediately. BCCO reserves the right to revoke This o'pprovril, if it is dqj, rm[rzed 'by. 8CC0 that this product or material fails to meet the requirements of the: South 17lurida RuildijiL,, -Code. ic'ex,-pense 61'such testing will be incurred by the mnnutlacturer. AC-_Qr-VT..-,MNCE INO.: 01-0910.0 Vxmias; 12P-8/2000 Rnul Rodriotlez ChiclTrodUCt C01111-01 DiViSi011 q111tSISTHECOVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC Ail) GENERAL CONDITIONS BUILDINC, CODE & PRODUCT REVIEW CoMiN-TITTEE ThiS..'zipp'liccition 11or Product Approval has been reviewed by the BCCO and approved by the: Building Cu& antiProduct Review Committee to be used in Nhumi-Dade Count\, Floricln under the ;ondi4i.011s set Forth, ab rM; 01/03/2002 rranciscq J. QLIhitano, R.A. Director Minnfl-Dade County Builtlhij; Codu coii,piianct: orncq is0 0 i0Q0k\t*MPI3tW%\n*TjcR Arcoptance cover Page.act In-farnet:ninil address: posininsterro, bu i Idin gcodcoll I !(I c.co III Homcpage: l4tl):1Avw%v, buildiligCodeoll I i Ile'.VU III SEP 16 '03 08:01AM CONTINENTAL GLASS P.3 Arai Aluminttni & Glass L.C. 3.2 4. 4,1 4.2 s. 5.1 6: 6.1 ACCEPTANCE No.: 01-0910, 09 APPROVED:_ Jariaary 3, 2002 EXPIRES: Dccentbt:r 28, 2006 ' NOTICE OF ACCEPTANCE; SPFCIFIC.CONpIT10NS SCOPE. This -renews Notice of Acceptance (NOA) No, 984026.03, which was issued on October 7, 1999. It renews t)te'approval 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, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pr SSllre Ratitig values indicated 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 t4rough 4 of 4, titled "Arch Narrow Stile Door with Frame, 14" Tempered Glass and 1 Point Loch", prepared by Manufacturer, 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 - This. approval applics'to sin;le'unit applications of pair of doors and singic door only, as shown in approved drawings. Single door units shall include all components described in the active ienf of ihis.approval• ; Unit Shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is Icss than 45 degrees. Unless unit is installed in non -habitable are-s where 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 drawi' gs. Hur6cane protection system (shutters): the installation of this unit will renuire a hurricane protection system. LA DELTNG Each_ ttnit'shall bear a permanent. label with the manufacturer's name or loco, city, state and following statement: "Miami -bade County Product Control Approved". BUILDING PERMIT REQUIREMENTS Application for building permit shall be accompanied by copies oFthc following: 6.1.1• This Notice of Acceptance 6.1:2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice 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 SOu111 Florida Building Code (SFBC) . in order to properly cvtiluatc the installation of this system.. Raul Rodriguez, Chief , Product Control Division 2 SEP 16 '03 08:01AM CONTINENTAL GLASS Akh :aluminum & Glass L.C. P.4 ACCEPTANCE No.; 01-0910.09 APPROVED; January 3, Z002 EXPIRES; December 28, 2006. NOTICE OF ACCEPTANCE: STANj?AI1I) CONDITIONS 1. 'Rcaewal of.this Acceptance (approval) shall be'considered after a renewal application has been tiled Ond -the origicial submitted documentation, including test supporting data, engineering documents, are no older, than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the rollowing statement: "Miami -Dade 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) IfOe 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. 4. Any revision.or change in the materials, use, and/or manufacture of the product or protscss shall automatically 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. 5. Any of the following shall also -be grounds for rcmoval 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. e9iration 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 copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of cccpiance. • 9. "fhis'Noticc of Acceptance consists of pages I, 2 and this last pao I END OF THIS ACCEPTANCE Raul Rodr'guez, Chief Product Control Division 3 M w S) 75 1/2' MAX. FMWAW SIZE (S) r*j 727 MAX DOOR OPEMNe— :3 3) hp. z z D LA 4 :3 RENL VED Am xw as DIMIM vmlr IN InEn3zrRODUCT 10 - im= ammoc CMESo* IL 1% QM_ FA 0 W CYILIW ur=&"4w R so;I K f 00YROW E O.NICILuL OF> FLQ MYCI in. KrAgMeLODL 41 2 AIuminum8Glass TmmN A 33221ISt phm : SMM- 432-9132 -.954-724-9293, SGN ING ENN M.- MAX. Akw. SWIM IL Owt Ar. DArIaGKf A6C) ftL%f_- %mbiw rginrof 9Mlal i PI, 4MW. 4 7—W-3/4. AAAiL ZCD4 HE A91h St. J\,t DOOR LEO 9ZE lip LabdetWe. R. Y C mcarwo ARCM AARIWV SME DESIGN PRESSURE —62.1 +62.1 PSF Z GKWK W. 17 DOG* WITW `RAMS -ON TESTEDDOOR*72" X 84*' PAIR 'ERED7 WON WE ClitSS POiFa- LDCK Li8f 1254 MC MEL SHEET MD. SHEET 00. SHEET NO. REPORT 0 11 ET "o17FtlESIDD-P" I or 4 0,F - or R Y Ln OED OF STJLLANT SEE FASTENER SCHEDULE OR SW 4 OF 4 FOR FASTENER TYPE INTIO SUBSTRATE TYPE rri LEGEND 01 rTF+!' .PART. pESCRIPTION I- AGA 4 TOP RAA 2 1 x x 1 3 4 6063-15 .094 ;vALt ' W 2 AGA 113 GLASS P 13 r6'• X 3 i 60 3-T5 .05G 7lALL FASTENER SCHEOLLE ON 3 AGA 114 GLASS STOP 1316 x 9 16 6063-TS .050 WALL Co 4 OF 4 FOR FISTENER 4 64 - NEOPRENE GASKET W tpTo SUBSIT7111E TYPE 5 AGA 5 earrc 1 RAIL 3 i x 1 3 4 6063-T5 94 WALL Co 6 1040 4 ,S000LE THRESHM0 5063--f -1aa WALL D 7 4510 DOOR STOP- 2' x •1 6063-T5 .062- MALL 3 8 4501 HEADER TUBE SCR£Y1.SPLENE ATTACH£O 1-3 4 x 4 117 c7 T- WALL p 9 M-74 NEOPRENE SULS WEATHER STRIP z 10 4LT08 rN5 RT FLAT FILLER: 68 -T5' -07a va1LL 6 t D? Dr r AK. a AUKKWM 141Q w UT YRQDUGT RBNSVFD cwocE p I t.5 6C0- RtDA ALL CORNER SCRE C SCRE LTWh SPU ON FRAME ARE WSPUrEATTAC"m-wTTH ja PHSMS (21 PER Jaen ALL OOFACR CONSTRUCTIOR CM Doan ARE. MRU BOLTED WI01 3/3 RWNO ROD WITH HEX HUTS 61-4110.05 at 11- JYGCE/f.KEW. F. 71 eaealu raw 21 ZaOi eat raaL aYaaa ago 16: QOE eemttlf"" I.A_M_l G-FK'II1t000CT001ITjwL OrmomtUli NR7.... r aY1lDfra1 C00EtAMK1tJ10EdFt10E 11 G A—IurWinum& Glass Taamorii, FIL 91 1 Ptwne: WA)-432.8132 Far. 954-724-92 aTAT101I ATI. 135D1 Ad6TIN 11 TIC zccM HE49*451. l Laa4erdote. F1. aarRtNG aESCatr' 11 ARCH rIPRROtr Sr1LE ortxrE: AMC 42164AG DOOR WITH FRMIE iMtt 6/4' 1TlAPERED GLASS, aN0 i POINT LOCX SHEET NO. SHEET NO. FTL tMi 1454 REPOAtf 1t BONING J10. SItEEf r10. OF 4 L T OF + R FqL? 95-tO5 k5 too-aoy T K y N 1LEGM.. i • - I 1fEA1 p PIRI a500 OESCRIP MM 7 =T' .05 •WALLON 'BACK lAFJB 1 3' 4 X 4: I_ 6063 0 W 71 4510 OflOR •STOP 1 2. 1<- 7 • 6063-i5 062'.SVIi.0 22 23 N 74 AGA 121 NEOPRENE WEATHER STRIP TINGE STILL 3 1 2 X L 3 4 60 - 5 -.090 WALL 24 AGA •113 GLASS STOP t3 lb X glib" 6063-TS .050 WALL. 25 AGA 1 14 GLAY3- STOP 13 16- X 9 S 6 .6063-TS _050 WALL D 26 AGA 144 ACTIVE • STILE 2 1 2 . X 1 3 4 b053-T5 .091 Y1ALL- 3 27 AGA 1.19 INACTIVE LFW 2- 1 2 X 1 3/4-6063- 5 .090 WALL 2B TR 36 8 -16 TKRU •BOLT OLTH 11L1TS 29 M 26 OP AN0 BOTTBIt OFFSET PWOT SETF59cmLEGEC30S-PILE WEATHER STRIT PILE 1 1 SEE FASTEMA SMOULE Cot r SHT 4 OF 4 FOR FASTEtMR TYPE MW SUBSSRATE TYPE 5 iiMRWLVEfl AS tAre(1YIG hill A! iR n AM PRODUCT t ilCllOii eeIYYK 0:Y( En DETAI DETAI L+ NS lCe-NQF 7 OF 4 1 OF nl 1 8'Lt00-t 1 f)TALK( % r lJIOQAT i6Y t Ol Yefi1:YN YYII NG LYY( QNNWNC( YiRCt elNlDe(O(DIAiUATiC CC (fLCE AYCti)0,11. e3 Q Alurr num & Glass 10200 OW 671b sweet Tamarac. FL 321 ' Phalle_8Q0.412-8132 •fax:954-724•92 04 HE 491h St. E' Lavde.dale, Fl. DRAMG p(SW Wr RCN N'ARROW, STILE tWF. 12/1i ODOR NAM FRAME1/4' TEMPEREDGt/155. l 4_1 PCINT• LOCK, rrl LSH{ 4254• Rrl( REppRT 11 95-lOS N OF + FL L m M- --' ° , < ><. 1%Z ftAT KaAa wro0 z;PEr:.•gees .4t a .,^2FROtA [r+asWtTEat iI4NUF.A r_--I IRERI-EGETtD - -.... _714., PART _,4; Ij WIRER :"tICA4 h SttL d"8' FROu ElRI +WD'12 1/4' OC AGAH AL'MINUTA do CLASS CO. CO- tEFE- 1 /4 x 1 1/2- Fw Woo TJvca+s. .pates a 3 t/' FROM EI10S I 2 AGA 1 t 3 ARCH AL t1M g GtA55 C. KEAO k S&L m e- FROM ENO N0 ,2 ,14 OC 3 AGA 114 9H_ ALULAmu at GLASS CO. 4 H 64 RSAL Rli88ER CO. 12 CA MW.- f14 X 2 VT SELF ORILLIC SHEET METAL 9CRfWSS ae' FROM ENO APO 12 1/4' CC. 3 AGA5ARCHAUIM1ILII t CLASS CQ 1/2- FROM E11OS.ARO 14' OC., KOO SILL 6' ALUTAtNU I dt GLASS CO. 7 AL kWtNU1A do GLASS CO. i p a'ARCH6 JiUKINUTA dt GLASSCO.RS• L RUBBER ALWAINUM & GU155 CO. Z LO frl VRODUCT ; NgW$D D OL: OK nOCATmacEA19 J.iNe a> QouatowtnATe F510.4" D awLlleL vNu ut( U7 0// wame-mT ca* N is , ou-tlo, 1 coRlYx aw t1I iK ccaeern>,nUAreeoFfoTe ' y, e* w 4- OFFSET CASE ALL1RKtM PIWTS E!r 1NTERPMtWL 0000 CLOSER TOP Axe eOTIUM OF DOOR IEAF 2- Hok ZORTAL PUW eM 61' AWMIRUM SHAPES 42 1/2" FROK 13OTTCLT OF OOOR LEAF 2-• LFR1WAL PULA. HVWLES by AL3 wCuM SHAPES 42 1 /2- FROM BOTTOM OF ODOR 1w 1- ONE POINT LOM SYWEU TTNN MULTIPLY HOOK SCLT Or ROAMS FiTTE MS,B`_aS IIEY VKWRWg/TKLRe6 RNiH 04FO N 34' FROM e01TOM OF JL7WE OOOR LEAF • 2- REFLECTOUTE 5300 SERIES FLA15N MOLTS• Tap ALTO 90r m ON INACTIVE DOOR LEAF. Gd1sLd Iclileae rrso:I CCU cKwur u 4fRCl rvL; x_m,2L•n; Aluminum & Glass 7 aNt: FL 33333 jestlaadenQole, FL oIIATMNr OETCSIPRCN iiRCK NARROW STILE aRAxN tm 11661F= ANG 17/1.jfl1e OOOR WOH FRAME A auE 1/ 4"•7EMPEREO- GLASS. Aft 1 POW LOCK rTt:, uleM Inn EVA1ARG NO. SHFl< T PfO. SHEET NO. REPORr9 L I US Ico-mm f OF 4 L r OF t R FILU y3-103 OF .. y co BB 74 0SP m wcs a a 3374S? AtE SILL 1/T i w LD 3 A Nm IMLo vm M NM cn WINDOW OVER SERIES 74 0/744 SINGLE HUNG SCOPZ AND ?=MOV_ 1N P-32 MACH. Su?LW 9-o8-S65) PIELD DRILL 1/4" DIA SINuILE 4UNG Pr -AD R-32 X 1 3/4' FLAT HrAD UAC14NE SCREW (09-08-165) MR-32 NUiS`KT 99-08-800) n o ?=-R PACK e PER, PACK U S-2IES 70 744 SIN{, t HUNG r HEAD € .' noRMIL & Q.U. N;; i::1cT ss-as-aoo) NUNUFACrURM rFAha• Zrmw 81Lr / m !, ' WASTMI)- SCORE g SINv-: HUNG F ,Am-- L N ATI:AD NAIL, ?k $ASc Weir{ ICNr--L AND ?,_IA01rt. FiN "rLUSm. - 4 LOCAi S?'CA- 7Y YWNDOW ON TO? OF SING` HUNG (C is' D). CH3HIMB ?RDMDZD. IN S?ELC IALTY WNDOW ?AILS SP! AS GUID; Id i2K AN • D 0'lL. 1/4 pIA H0L-:S IN S3NGL .RUNS 3?_Dn4). ATTACH USING P-32 r_X_lA U MA' JN_ SCC:Rr pr' = I' D_SIRED BPZAl: 0. EXCESS B SCR=1A!? { A30Y). A??r,3X 1 ? FOOT. 321„C:iIN_ S). INSTAL COMBINED UNITS AS ONE COMPLE7i WINDOW. NOTES 3101r NAILING RN BY SLIDING IT OUT i'-fE TID OF THE 05X 04DOW r—RAAd: SILL. TO CALCULATE OVO',AL STACCO H.Dah'T — ADD Tr? HEIGHT OF S7NGL-,- f•IUNG TO 1ic7Gr•.'F OF OSX W1ND4W AND SU?Tr?ACT 1/fir•. Tr:+E rIT HEIGHT !S TrfE CAL Sty (NO+WNAL S7ZF} 1K1NUS 1/7' UIE THE 0-32 UACrHNE SCREWS AND NUTSERTS IN SCREW PAC1G SI1;iPLY DISCARD Tr1E ADD177omAL SCREWS FROM PACK 1-0&% 1nn• Nm W a 3 A h Nm M lr) V rl cl, L0m Series V83 'STRUCTURAL' VERTICAL MULLION - FloridaFlange Step 1. Caulk inside mull as shown to seal frame jombs. Step i Place windows and mulliors together cs shown below. 1740/ 7441 Step 3, Us -he t:=e pre—pun.:,ed instatiCloon holes in window jambs as a drill ouide, drill 1/8" holes into mullions. Step 4. Atto&, windows to mullion usino z 8 x 3/4' sheet metal scr=ws (nct included) Gnroug; or leo hoi:s as snow;, below. oavoidjambdistrtion, do not overbahten screws. Step S. Caulk any voids to prevent any leokaae. Step 6. Before Biting into rouch opening, drill two holes in etch . clip and irser into each end of mull as shown blow Withtcbpointingtoinsid:. Fosien e;- ciio tcb to cons`ruc;ion witin two P0 x 1 1/2" screws for strUctural in e'Jrrv. Nc; e: :och m'.cit cods 1 /8*KOW C ! Cf 1`' L 77-, 5R 3i_7/ml &vnr S i2oMASTERr(> iTF Q 3 X -/4' sheet metal sc. ews r- Caulk (2 places) MC? 5754 3/ 16' Clenrm 1Ce iinloc c,= PRE — PUNCHED JAMB 14M.- . NOlE: SM REVERSE SIDE FOR FASTDGNG REOUtRELIDIF5. Series V83 HORIZONTAL MULLION for SINGLE UNITS'- Florida Flange' w s 740/74 R.. _ '---_ .",.- _ ... ... _...._ _....'.,,: 3 ..".Ci _ 7. : _:_a5 `C:J: G2i'.!::'JcGj, ..:5: ,, ilia 1. iii L_U;• J: :7 iin ii: J_'J SRUnf;. Step ?.=^S i.• . - :-, :, .; ..,.=>> :-._ -. - _ _, - - - - - .- - _- Step ?. , 3 l At A' DPI.Vi l J i 1ti C?sir \ Drilied) UNC In to of "or at" mm IL As Rmvb t. a.. a i.rsM Rs RSTAnW.. No Kn3 U KjM,' I °"n"" m tt", a bow F ' yr rk%X Noma) Lit St n"w fti W" mug I IQ I 1 ell t kL r a Q am v Ca.arR ts row no 0 "" tr w a -a eRcn ot+.c R Otis 4 a ..r.,utm. ".>o 3nr e... try. t"Ra;1.c.I t= kint R D tc Rat""•fo. ". w. cic s..•..as uR c KM1 rRlorort VIA 4 D; 1.I.. WWI W N6 s trta +.c wnr. a ..ee,.. R s aneortt .rna. tR R+t m I.Wo w. r . ;pr woRIOl; vRi .W A it too. >iWti ti +RDO sm ! DRW. w Ki 1RRI[ t.alc ..ti m w..e.es =" rWRO u RR s Wr.R Ral== 115 follow am rri .. r ns ills O.id„10 0-&dM MONO w UZOM .R w-10 WORD K pus okf.Olga; rr/ AmW. Wst R..s e.:OWa W yOW .t4 atw 1...Il At"& M u .W+afr Maim WIN t4t"R M IN, ERR rWut tiO r T p1i 1t 1.o h.i .w pl CDDWrb[ .R Y t R) RR iRL OwWWt!{ OL .R AU low ` %a W.. V IW/r .BYO. R.90{ ,r.t Drrw,. Rrus . r mu codes awa is4 RIS A fMIW W.s S s fIWW vs m IRRD r.RO is g R r Ln7:4 1 :'`• CERMAL nDXD LO.blk AMMM RAW, % _. LAW! It . WAcgmm NWIW s w _ 1 -1 I Ex ?= 31 E i Ev OIDN ICI HOME PRODUCTS Cwvm or Yvrf D+a wi Nco Q elldl o t i ' sr o 4.>ne c ` •' err tuck by a•.as I Fri,,.t Cad1. Df atlfrs Q^ bo betwa 4cve eee b.A 1 Yu J GL Ic a head i er 1 a e. Rpm J N IN Ln N CP N ppee m ji e..Ti vr g 111 m r, to r C" I . r-P .c ho-OW fa t. W- n required at eon installation anchor as shawn, rich load bea ing shbti s o" or cajttstlent length to provide 1 t/4' m1n. enbednuntt b ' whdOw fl-M92 Ond buek rt'S•' K mct rildor site h noi nest logs Window in di 9+ use onehor quantity for wft fiutii 300. MY iAh Window 'Me Ond design Too:, and -nusi Camly 7. latter desipeOtions On the tap=n Ir_ ;:ion ci+a^l in3r_ate where mchmaretobeW-stoW using tye demotion t o key. ADM eppCted holes nat designt:ted for t--Dn- should be tBlsd r .h e{If 1t Ith. to provide j/6' mDl. rube d's>Ct 'to wad_• bum voeb or me" o w ftW wL ft C A C*& adwsm: J 0 m b 6 i T a<ti/eaQ 1 A:.0 1 AB,C.D lsae sra b asi+re SY 1/f : 7t 1/4 A R G a al >~ C, D. i KMM- g wA=w.r C1rT1. 1Si1,i. MOV= 50.". 3 ". RAV- c s s,K A z Drtq haws chm Me Chan en b PS Al B INSTALLATION INSTRUCTIONS sw. t/ts/oz fs sit do FASTEN ER SCHEDULE 1. Siren os requked of tub Installation anchor as shown, with load bearing sninn. r•nern. r nn 2 AnWor must be of u+ffkient Lnq% to provide 1 1/4• mbL embedment c ee.ry ae"ewJ 1q Into mosoary or , - c Ae. m 1 Ca A between window hinge and buck OD 4. C*At U peslrneter of window. e Q e . te6N..w hee 5. If nod window size Is not wg y 4.e:o nett I window In chart. gAe1 use anchor q antity for aCn D1wea 6. GW s'retmess wllN wvn varywithdew size and d e - wMh ASTW E13M. design food. and must exnply e • ! weed hrd r D',e7 7. Letter designations an the tcjcon• locution that Indicate where e ' and=. are to be installed y I` 9. A& fot:ory oppried woks not d g the eleror t os o key. ssrgncted for toxin• should be f>reC wF.h screws o1 s•.I'lrcient Ith. to provide S/r min. embedment i to wood bum Alec eeleeel 671r* K d>a iw7 M ITree Csiotie Ir 1lomry Drnint TApi9 1'F LD"J.ilp: t+Nla WM C e r 1P JEAAL %MMIDIWEMI• iD:All M rwrrir Oeih i Silt S 1031 nm DP32 MOMI 10 D?7Q3 i7i art w &MA 12 1e 1 x s 25 A C A C l wr n1n.. e nwok .d era \ •:., ' 14 14' t n 1 5 A c A !Cc 6 16 1/6 : 7t 1/4 A C A B C MTRAL FWRML B. 0. A-2. 1/2 a 2siR/2 3723/6 A c A. c 1R31'255 . 4l5/8 AC AB.0 ldAMA.CrMMNAM; 1 gg77TR JILT / MI HAWES Jamb a . , R X 251/1 i1 1/4 A R C A. L c n.'' ' 23 331 s>r6 A C A. L C 24 36a413s • 245 36 e•'. S' 1% A! t 0. C 25 3is62 ALC A4-C N .ee Y 1rslst 4 SiiIM BUCK• 26 3i s 71 1/< A 0. C A B, t. D m • 32 S2 1/B s 7D A C A C lgsn 34 5522tna4955//1 kLC lA.LC m + qpe — eri6 Dtieerre +red bdc b Dues 34S 52 1/>< : 3 1/4 ABC A 0. C. D to etim.. i,f:,. 9 33 52 i/6 s B2 A IL C A IL C. D Cwrt 6dre 36 52 1/6 z 71 1/4 A L C. D A. 0. C. 0. i turns :aa Jill D D iy Mites n + mi . mt Dures A I .-``l A ecvDE TW= RML a sWSM 7 • 1 Dodp Prawns wu. eve ws. amU P E E Ss COD Vt e fy Oues n w i ; • ..... ; , Fir, lNS # I. v< SALLATION { NSTRUCTIONSS.w.I ' dt FASTENIk* om nopSee +I -ad >s ` csici j ER SCHEDULE C: Cl AA+ nr nu.nr f . ..ram Ux[= 0 o rn C: . o x V -•1 q um Wh'.... 6 1/7' z iz ` /, _`c , SEE OEtaL Ai lEi7L_CE r lc Or 7 I 2' 5 I/4" FOR=PaCt•VC. Drim I" coven sheet , , ;In 0 AA OpeningL L liy1. 4" Yories mot. 16' knthor Spacing 16" typ. e,nide fosterer spacing INTERIOR ELEVATION Aar Rohe Dock Bracket Spacing Senior for Both Guides. WINDLOCK fi00X STRAP MAIL. Nor 01PPED GALY. IEEI •105 5/16'S(OD BOLT T tn E•3. z5o W ro tlwa 1 I ITOOX SCRAP r 01 fLt4l J•brd0 437 I AIMM AS SIONiofWIT" to. 1.500 1 .667 55' F75 DOOR GUIDE CR.Ol ua RAIN 1.062 4.OHol Blocrk 3 Varies 16" Mov. 9--+C,ide Brockel spacing Door Curtain Steel Guide See Bottom Bar Detoil Rain -Lip f.F.rL I llr m Door Curtain:-N Stt 018±.001 Not Dip QNaniled Steel ASTN A-653 SlructwOl Sled Crode BD) 1YIh fuA Cod Of Primer And Baked Polyester Finish Cool. CIADES MODE FROM .070 NOT OIPPEO CALM. STEEL 1/4'-14 . 7/6- r MYH dliAl!X SELF DAiLLM FASTENERS.-c i ra SEE ELEVA11014 FOR I I SPAW. 3/4, 1 F' 3/a'. . owing Hegid r Up To 16--0 YL WEAR SFRP'-NDLOCK SUPPORT WtVOCK Roar VNDLOCK DOOR STRAP --( CURIAI? wD7HmOPEh1NC WON"45') CURE MASONRY JAMB STEEL JAMB 2"r 2% 2 1/2'.( XDE-BRACKET IUItNED OUTan GUIDE BRACKET Cuilain Sheet MAIERVR: CS TTPE SpliceOccurs 'B' C40 7NK KNESS at 20_ Centers. 1/4'-14 t 7/8' .095 NWII TRAXX SELF YIiIET YTt1O DRILLING FASTENERS 1/8' t 2 1/2' SEE ELEVATION FOR SPANG. 2'r 2"r 2 l/2' t Sheet Splice CUIDE BRACKET uAtERwL: CS PRE 9' C40 2i1ICYNESS wr471oCr SUPPOR rK 5 min. NOTE I inNDLOCKS STAI+PED FROM .I)D' CAIY. DOOR Cl7l0E ON @DOOR STEEL (.75'K 2375') AND RNEIED ID ALTERNATE CORRUCATIONS WITH (2) 3/I6' STEEL JAMB Sc*: Ram STEEL POP BEETS SUPPORTED BY A 16 CA IM ACItETBR1URCIoDErtED & iitLOED STEEL BACKUPMEONEXU40RSIDE !1 AMET NO11B1wC OF DOORCURIAIN. iir 4 Bottom Bar 11 Ahlrninwn E trusion t 2 . 1 1/2 a .125 I Steel Angle. 2 Yigl kS!., C4d BOTTOM BAR' 1-20 x 3/4' Bolt 01 Relen to lest repoid Number USD- 01-11 {\ Doled 07,/ 13/01 Ooms designed for 30 1/it POS./NEC. PSr *:Nw load MOXiMLM door sin 16'-0' ride t 16'-0' high MODEL 6 5 1- 3 O c I UU KK V U A I GbI 3 n D LS L ss--JN. lNona LNG NUMBER 651•»•n! WEST ORRNGE LUMBER Rw Bc Fax.:4076560580 Oct 30 2003 10:51 P.03 R W Building consultants, Inc. C=Mift io8 savior m ax fbe H wa" loamy P.O. Bos 2" Val % n M594 1' = 811M.3831 Fwwin1e 813.651.3954 119 MMEWTM p 1 MWTI Cw u uat v A — SW4 Rad Osier, nJ 46721 Phw 219.wt3iii Faotdmlbe 219.80.5190 4, UWW DNV4M I w CooYmcf M SOM Wood Up Seed Doer (OpOgtee) w9b or wgbovt Side -thee 1 wha Owes! Nrai i d ohm up 10 W x 4ft Vook ON on Caa0pewliaaa: X. 0w ZO M XX & w= G=wd bMedPflm IU bud and jets = wood me Mm tg 4.r x 1.25" wbb are 6006d a1®imw b®p *=bold. The dw Puds read d Mft patwela=1.6r M* ated 000aiMt ofvn 25 p W WW 0.91r) algid dotre *a 10 wood Mft dad raft witb a weRb w cow. '1U lid did0iilw die roa00d eeiv0eia0 ," ioa4ltled seeopewd L'p We s wed by Tbams-Tea 1707.4.3 $weft Dow Aaeatd Aig 170TAJ )AWsms Door Anmtbl " e,sw waeap.a we o M#r dtetaMew m.4bdraifr ia mw*aa Same Dedpo Piitifope X Te 3'0 a 6'8 +67.00 .67.00 ME ox ado Ub 10 374 aOT 1 +60 -6D_m 40A0 - 4Q00 1 + 40. 00 - 40.00 1 + hahwntees e+e we dde Sk pope I. Evdmw %r as= in loaadm affiE p to tier rarift 9a I ftCode and wbw p=eaee wqm Mew as *Wmiood by A7' NN o= I=* fba Dditr =d 0d wr N- i to -do M aroeed tba deaip wee romp %god 2. For M=W iaatalbtt C= "bore fbe mbbo* hi lee; tbwa 1-W loot OBC auction 1707.4.4 Awhm pe Meeboda and abaweceM1707.4.4.1 nd IVIA.4.2) sa we diameter Taps+oa type oeaoeete ""dhow ""gist be mbodtjM aaI beawrdtflata1.1/4" dyapteebt ottlr: into tbo tooaatw y wan is eb d= d. Fkaws $ eat No. 4MN April 22, 2002 Lr dw F. Schmidt 19M PN=h iL= Deice LUM IFL 33558 VC0 XSIM ro L^a f WEST ORANGE LUMBER Fax:4076560580 Oct 30 2003 10:52 P.04 77MWIMI-7orue ConsbucrUm SoftleldnWbOdEweQutSeelDOW n She up To ir4xn A- av00~ e.o• aLxo• II L f 4L --F-7 d M?Wn attaching Welke the above anchoring applies. SEg NOTE 1 PFN Ndi$ LA 19DTOMV4; Ls` „_0 x I'LA 5EE NOTE 10 x Nob: 4 M7 en oltoeJWa'g Ms ws WTI" OiM M 5 buck x r`• MTxIznnetloelr-q tlmkt um 18 x Z 1/2• Lq. NFM ft oil WAR atbOft ' • E* we # 10 xx 1 Ow j1 dti d i 1. LA ws ( zR x Z 1• IN w"s Au wlnr AST w,,u Aw1wn A'sr r.c A ACH AMR#Aft sT1iW4 p 09 F E60lT Dmu Vm MR WELL TWU FOR (? A -mrio stir pw . xro wLm oup D+fO{KRI fOR A 1 • ENOUGH FOR A Z• sOIT TNRON WLT Twm AwA11NUN AST A1,UANW ASTPACAL XASrT µTHE AML 901T5 CONCRETE NOTES, 1. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCFX 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, 347-68, 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 FOLLOWS, BEAMS ABOVE GRADE 1 SLAB ON GROUND CENTERED FOOTINGS VSIDES & 3' BOTTOM 5. WELDED WIRE FABRIC REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185. 6. ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 85' 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 I' 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 SMALL 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. 13. nBERMESH AIRY BE SUBSTITUTED FOR STEEL WWM FOOTING NOTES: a ir ENDWALL 4' 3000 PSI CONCRETE SLAB W/ FIBER MESH OVER 6 MIL POLYFILM W/ EDGES LAPPED & TAPED OVER CLEAN COMPACTED TERMITE TREATED SOIL-,, 16'X12' 3000 PSI CONCRETE FOOTER W/ (2) N5 REBAR CONTINUOUS ON CHAIRS R 4'O.C. MAX m'il= CF-2 I I I " NOTEsI SEE SHEET A-2A FOR SAW CUTI LOCATIONS & DEPTH I 3 8' ROOF 8' WALL 90'—Op OUT -TO -OUT OF CONCRETE CF-1 F-1 WF-1 CF— NOTEil SEE SHEET A-2A FOR VERT, DOWEL PLACEMENT LOCATIONS I PERTAINING TO CEMENT BLOCK WALLSI 40-EF---2--- -- -- -- -t ---- I I I I I CF-2 C 4m C FR' CF-2 3' HOOK (TYPY' - ' TYPICAL SECTION CF-2 30'-0" GAGE METAL WALL SHEETING 314144 GA ANGLE FASTEN V/ 1/4'DIA xl 1/2' 4DRIVE PINS /2' O.C. MAX 6'x3'-6'x2'-6. 3000 PSI CONCRETE PIER WITH (4) #5 REBARS RID' O.0 W/ 3' MIN CLR T WF-1 -. 30'-0" 26 GAGE METAL ROOF SHEETING B' WALL GIRT STRUCTURAL STEEL COLUMN POWERS STEEL POWER BOX LINTEL 8 x16 V/FILLED (1) B 5 REF DETAIL II CVADE OR 1-800—TYPICALOOPENINGS,PER PLAN 5 REBAR VERT REINFORCEMENT IN GROUT o. FILLED CELL LOCATED PER PLAN SHT B A-2A r25 SMIN OVERLAP W/VERT REINFORCEMENT LOCATED PER PLAN SEE NOTE TYPICAL SECTION CF-1 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 & 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. e. 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 SMALL 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 ALL SIttL bUILUINGS .1 DELPHINI CONSTRUCTION,INC. I ALL STEEL BUILDINGS COMPONENTS,INCL 1-0159 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. CSECT. 42.1 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: 90.0 HEIGHT: 18.0 BUILDING DIMENSIONS ARE NOMINAL: REFER TO PLANS). THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY :- c FLORIDA BUILDING CODE 2001. THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT.. r ROOF DEAD LOAD: 3 PSF (ROOF PANELS L PURLINS) COLLATERAL LOAD: 0 PSF L ROOF LIVE LOAD: 20 PSF ROOF SNOW LOAD: 0 PSF BASIC WIND SPEED: 120 MPH (3 SEC GUST) SEISMIC ZONEt IMPORTANCE FACTORSt WIND LOAD: 1.0 SNOW LOAD 1.0 SEISMIC LOAD 1.00 OTHER LOADS INTERNAL PRESSURE COEFFICIENT= +/-0.18 DESIGN WIND PRESSURE FOR CLC e ROOF = +10/-33PSF DESIGN WIND PRESSURE CLC Q WALLS= +23/-25PSF ENCLOSURE CLASSIFICATION: ENCLOSED ALL.STRUCTURAL STEELL ASTM-A36 EXPOSURE CATEGORY B ROOF PANELS: COLOR: GAL VALUME 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: PHONE# 352-521-0865 FAX# 352-521-0867 0 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 COLORt N/A s SPECIAL NOTES: - PURCHASER: PROJECT: 0 PROJECT4JOBNUMBER: DELPHINI CONSTRUCTION,INC,;: GORDON STREET WAREHOUSES ADDRESS: LOT # 8 GORDON STREET/ SANFORD,FL. AS197 Die = 3/4" 3 1 2" 1o4 V) F 9p o 0 3" 0 3 , /2„ JL u , ,, $" Ew DETAIL A 1 f 9O o i rol 3" JL 3 1/2„ w See Plan DETAIL B Die= 3/4" g" T- 010 3" cv 0 1 0 4„ t 0" iW 2" 2" See Plan DETAIL C 90'-0" OUT -TO -OUT OF STEEL _ V H A o 0 T AHoio a C C nI 0 I io m HB B o0 r o O N N 0 LH V o 0 EO n C HA I C I AH I VI ANCHOR BOLT PLAN NOTE: All Bose Plotes ® 100'-0" (U.N. ALL STEEL BUILDINGS DELPHINI CONST PROJECT GORDON INDUST. PARK DEVLOPME TANCHOR BOLT PLAN ID AS197 `\ DESIGN: DRAFT: CHECK PROJECT BUILDING /5 DATE SHEET 0 ADDRESS SANFORD,FL ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES T COLUMN LINE I i H IV 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 14.7 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 14.7 4 0.750 8.000 14.25 0.375 0.0 1 -6.5 14.7 3 7.9 12.8 2 • Frame lines: 2 3 NOTES FOR REACTIONS Building reactions ore based on the following building data: Width (f t) 60.0 Length (ft) 90.0 Eove Height (f1) 18.0/18.0 Roof Slope rise/12) 1.0 1.0 Dead Load Lpsf ) 0 Collateral Load (psf ) 0.0 Roof Live Load sf 20.0 Frame Live Load t sf Wind Speed (mph 12.0 120.0 Wind Code FBC 01 Exposure B Closed/Open C Importance -Wind 1.00 Importance - Seismic 1.00 5. Loading conditions ore: 1 DL+CO+LL 2 DL+WL1 3 DL+WR1 4 DL+WR1+WS 5 DL+WP 6 DL+WLI+WS Column Reactions (k )------- Frm Col Load Hmox V Load Hmin V Anc. Bolt Base Plote (in) Grout Line Line Id H Vmox Id H Vmin No D(in) Wid Len Thk in) t A 4 1.7 1.0 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0 1 0.0 2.5 6 1.7 2.2 1 B 4 3.7 3.4 5 3.4 6.2 4 0.750 3.500 10.00 0.250 0.0 1 0.0 6.9 1 C 4 3.7 6.0 5 3.4 6.2 4 0.750 3.500 10.00 0.250 0.0 1 0.0 6.9 1 n 4 1.7 2.2 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0 1 0.0 2.5 4 1.7 2.2 4 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 2.5 6 1.7 2.2 4 C 4 3.7 3.4 5 3.4 6.2 4 0.750 3.500 10.00 0.250 0.0 1 0.0 6.9 4 B 4 3.7 6.0 5 3.4 6.2 4 0.750 3.500 10.00 0.250 0.0 1 0.0 6.9 4 A 4 1.7 2.2 5 1.6 2.1 4 0.750 3.500 10.00 0.250 0.0 1 0.0 2.5 4 1.7 2.2 BRACING REACTIONS, PANEL SHEAR f Reactions k ) Panel Wall-- Col Wind--- Seismic- Shear Loc Line Line Harz Vert Horz Vert (lb/ft) L-EW 1 B 3.5 2.8 0.0 0.0 C 3.5 2.8 0.0 0.0 F_SW D Bracing Not Used 0 R-EW 4 C 3.5 2.8 0.0 0.0 B 3.5 2.8 0.0 0.0 B-SW A 3 ,2 9.6 5.1 0.0 0.0 L a ALL STEEL BUILDINGS PROJECT GORDON INDUST. PARK ID AS197 PROJECT BUILDING p5 ADDRESS SANFORDFL DELPHINI CONST ANCHOR BOLT PLAN DESIGN: DRAFT: DATE: I SHEET CHECK: 0: END OF DUILDINC PLATE WELDED TO RAFTER CORNER COLUMN 12 S. D. SCREW I SHEET ANGLE ROOF PURLIN ENDWALL DOOR JAMB0o RAFTER BOLT, 0.5 ENDWALL COLUMN I BOLTS. 0.w BOLTS0oBY1.0' BY 1.50' 2" x r01//070oA3 BOLTS, 0.50" 0BY1.50• SIDEWAL'- — — — GIRT ENDWALL GIRT BASE PLATE ENDWALL CONNECTION PLATERAFTER PLAN ELEVATION ENDWALL COLUMN ENDWALL GIRT CONNECTION PLATE @SECTION THRU ENDWALL RAFTER NEvAyBE UN.r ENDWALL RAFTER TO COLUMN ENDWALL COLUMN TO WALL GIRT p CORNER COLUMN TO WALL GIRT E 6 BASE PLATE FOR DOOR JAMB CABLE ENDWALL RAFTER BOLT, TYP. RAKE 0.5 x 1.0' EAVE STRUT ANGLE ENDWALL 12 S. D. SCREW COLUMN BOLTS, 0.5' ROOF FRAMECOLUMN 0 0 _ — z 1.0" (TYP) PURLIN I COLUMN o IBOLTS, 1 1 FLANGRACE E075z2.0'— WASHER ON COLUMN- 0 SIDE BASE PLATE BOLTS, 0.5' CONNECTION BY 1.0TE RIGIDRAFTERN/FLIANGEACE PLAN ELEVATION WALL GIRT WELDED BOLTC„ 5' 1.0 iYP) BASE PLATE FOR ENDWALLE7COLUMNORDOOR F5 RAFTER SPLICE AT SURFACE CHANGE ROOF PURLIN TO INTERIOR FRAME RAFTER PLATE x WALL GIRT TO FRAME COLUMN ENDWALL RAFTER I7 EAVE STRUT TO ENDWALL RAFTER JAMB EAVE STRUT EAVE STRUT ro 01 BOLT, 0.5' BY 1.0" EAVE STRUT DOOR JAMB I I CONNECTION L° °J DOOR JAMB 0-10 I PLATE I FRAME BOLTS, I o 0 o CONNECTION PLATE 0 FRAME COLUMN COLUMN 0.5 z 1.5" EXTENSION OF EXTENSION OF CONNECTION PLATE DOOR JAMB DOOR HEADER TOP FLANGE TOP FLANGE WALL GIRT SECTION ELEVATION SECTION ELEVATION SECTION ELEVATION J4 EAVE STRUT TO RIGID FRAME K 2 WALL GIRT TO DOOR JAMB SECTION ELEVATION L DOOR JAMB TO EAVE STRUT BOLTS, 0.50" BY I.0' (TYP) DOOR HEADER TO DOOR JAMBJ2EAVESTRUTTORIGIDFRAME ALL STEEL BUILDINGS PROJECT GORDON INDUST. PARK ID I AS197 PROJECT I BUILDING #5 ADDRESS SANFORD,FL DELPHINI CONST' STRUCTURAL DETAILS DESIGN: DRAFT: CHEC DATE: I SHEET C SIDEWALL COLUMN COLUMN OR I I A!,RAFTER WEB I! BOLTED END PLATE O O TOP BOLTS, SEE HILLSIDE II II TOP FLANGE O O DRAWING FOR SIZE. CABLE I WASHER 0. o FLAT o O II O O--'NiERMEDIATE BOLTS, WASHER II WEB THE NUMBER OF TOP EYEBOLT OR BOTTOM BOLTSANCHORTGREATERTHANFOUR. SLOT IN WEB TO INSERT iI NUT BOLTS BASE PLATE BOTTOM O O BOTTOM BOLTS, SEE HILLSIDE WASHER FLANGE O O DRAWING FOR SIZE. AND EYEBOLT y PLAN ELEVATION BOLTS FOR RAFTER TO0DIAGONALCABLE, EYEBOLT END R2 ANCHOR BOLTS AT SIDEWALL COLUMN U3 COLUMN CONNECTION OR 9 ALL STEEL BUILDINGS PROJECT GORDON INDUST. PARK ID AS 197 PROJECT BUILDING #5 ADDRESS SANFORD,FL E CONSTDELPHINI STRUCTURAL DETAILS DESIGN: DRAFT: I CHEC DATE: I SHEET C 4 Q1 12 i v 0 I 00 0 i N EC-1 GIRT' LAPS 60'-O" OUT -TO -OUT OF STEEL B 18'-10" 20'-0" 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 O 18'-10" I I I I I CBC121 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. R - NEED COLOR 60'-0" OUT -TO -OUT OF STEEL A 18'-10" 20'-0" RA F5 m 181 ro oI co i N EC-1 GIRT LAPS EC-2 EC-2 1'-1 3/4" 1'-1 3/4'"' 1 -1 3/4" 1'-1 3/4" ENDWALL FRAMING: FRAME LINE 4 CBC104 CBCIPB CBC104 I I i I I CBCI21 ENDWALL SHEETING & TRIM. FRAME LINE 4 PANELS: 26 Go. R -NEED COLOR ALL STEEL BUILDINGS PROJECT I GORDON INDUST. PARK ID I AS197 MLMt5LK IAULt FRAME LIKES & 4 MARK PART LENGTH EC-1 10DC14 16'-2 7/8— EC-2 1 ODC 14 17'-9 111 EC-3 10DC14 16'-2 7 8" ER-1 10DC14 29'-11 15/ ER-2 1ODC14 29'-11 151 G-1 8X25Z16 20'-3 1/2 G-2 8X25Z16 22'-3 1/2" G-3 8X25Z14 20'-8" G-4 8X25Z16 20'-3 1/2" CB-1 CB03}3 26'-5 3/4 " CONNECTION PLATES FRAME LINE: 1 & 4 0ID MARK PAR; 1 2 11 g1 3 g2 4 CGC3 5 h1 DELPHINI CONST DESIGN: DRAFT: CHECK DATE: SHEET 0: i PROJECT BUILDING N5 ADDRESS SANFORD.FL 60'-0" OUT -TO -OUT OF STEEL 1 q 9 D ' ,b 18'-10" 20'-0" 18-10" RA Fs rn I B1 Jf b co 0 i N EC-1 GIRT LAPS EC-2 EC-2 1'-1 3/4" 1'-1 3/4I"I 1 3/4" . T'-1 3/4" ENDWALL FRAMING: FRAME LINE 4 CBC104 CBCIPB CBC104 O I i I I I i CBCI21 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. R - NEED COLOR 0 ALL STEEL BUILDINGS 1 PROJECT GORDON INDUST. PARK a Y ID AS197 V PROJECT BUILDING #5 ADDRESS SANFORD,FL A L 78 i 112 1 EC-1 10DC14 16'-2 7/8 EC-2 10DC14 17'-9 11 " EC-3 IODC14 16'-2 7 1T" ER-1 10DC14 29'-it 15, ER-2 10DC14 29'-11 15 G-1 8X25Z16 1/2 G-2 120'- 3 8X25Z16 22'-3 1/2" G-3 8X25Z14 20'-8" G-4 8X25Z16 20'-3 1/2: CBCB-ICCB0313 26'-5 CONNECTION PLATE` FRAME LINE: 4 ID MARK( PAR 1 2 11 91 3 g2 4 CGC3 5 hi i DELPHINI CONST i ENDWALL FRAMING DESIGN: I DRAFT: CHECK DATE: I SHEET O SPLICE BOLTS Solice Top Of Plote Bottom Of Plate Nark Ont Typ No Len f Ont Typ Dio Len Sp- 1 A325 0.875 2.50 14 A325 0.875 2.50Sp- 2 414 A325 0.750 2.00 4 A325 0.750 2.00 Sp- 3 4 A325 0.875 2.50 4 A325 0.875 2.50 FLANGE BRACES: Both Sides(U.N.) FBxxA(i ): xx=length(in), (1)=one side A - L2x2x1/8 4^ Golvolume Plus26Go. PBR, 4'- i0 7 1fi Q 1" 12 GENERAL NOTES: NOT FOR CONSTRUCTION APPBROVAL ONLY a MmL PIECE MEMBER LENGTH RFi-1 W14x30 17'-2 1. RF1-2 W16x26 28'-1 1, RF1-3 W16x26 28'-1 1, act-e wtd„tn 1T-9 1 Sky Light 10 1 R -- I-- f 1 10 1 /2 + + I-1= 10 1 ^ 1'-0 13/ 1fi l'-O 13/16^ 4f 1 5 SP@ 4'-10 5 SP® 4'-10 1/16^ 56'-0 1 4^ Cleoronce 60'-0^ OUT -TO -OUT OF STEEL BUILDING CROSS SECTION ^ FOR FRAME LINE 2 3 0 iu a mmlL O N 1 7/87 1 1 11D^ ALL STEEL BUILDINGS DELPHINI CONST PBROJECT GORDON INDUST. PARK DEVLOPME TRIGID FRAME ELEVATION 1 ID AS197 ENGINEER: DRAWN BY: I CHECY PBROJECT BUILDING p5 DATE: I SHEET C LOCATION I SANFORDYL i 90'-0" OUT -TO -OUT 0 2 30'-0" 30'-0' vw a N W b cy— O N 0 W N C IUW MI w o I o=3 w0 M D 4 PURLIN r LAP F-R F-r, 30'-0' MARK -- PART LENGTH P-1 IOX25Z14 32'-i 1 2 P-2 IOX25Zi4 34'-3 1/2" P-3 1OX25Z14 32'-1 1/2" E-1 10E14 29'-11 1/2 E-4 E-2 10E14 29'-i1 1/2 I P-1 P-2 P-3 P-3 I I IrP-2 I I G2 P-1 RF - \P-/ I ER-1 P-1 RF1-2 P-3 ER-2 P-3 P-3 P-3 Q2 I I I I I I I P12 I I I PI 1 I P12 I P11 I P-2 I I I P-1 P-2 PT2 I I I Pt2 RF -3 I I P-2 e, P-2 P-2 i [ I P-3 P-1 I I P13- I I P-1 I I I PI3 I R- I I P-1 RF1- - I P-3 I P-1 I P-3 P-1 I I P-3 I P-1 I E-3 IOE14 29'-11 1/2 AA I E-4 IOE14 29'-11 1/2 W E-5 IOE14 29'-11 1/2 E-6 10E14 29'-11 1/2 CB-3 CB0500 41'-1" CB-4 CB0313 4V-1' I I N I N I Nv I n I I v LIGHT PANEL N 1)-8" 2 UW v RG- " E 30) NI LIGHT PANEL clj c lJ ( 2) W oclj I I N I l N i w E-1 RF1-4 E-2 RF1-4 E-3 2'-1 3/4' 2'-1 3/4" ROOF 2'-1-1 3/4" 1 3/4" SHEETING ROOF FRAMING PLAN PANELS: 26 Go. PBR Golvolume Plus ALL STEEL BUILDINGS DELPHINI CONST PROJECT GORDON INDUST. PARK DEVLOPME TROOF FRAMING A ID AS197 DESIGN: DRAFT: CHECK: U PROJECT BUILDING 15 DATE: SHEET Of ADDRESS SANFORD,FL 90'-0 OUT -TO -OUT OF STEEL 2 430'-0" T - 0" 30' 30 -0" EC-3 RF1-1 GIRT 1•-1 3 4' LAPS 1 3/4' SIDEWALL FRAMING: LINE A Gutters with 5 downspouts) CBCIEC CBC108 GSTRAP CBC125CBCCBCBCIEC CBCICB 1 II I ml U O I am I U I I m Li I CBC121 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. R - NEED COLOR ALL STEEL BUILDINGS PROJECT GORDON INDUST. PARK ID AS197 PROJECT BUILDING 15 ADDRESS SANFORDYL 0 I Of III I 01 I cn I Of 11 I Of I Os 11 I 01 I Os 1 Of 111 1 Oa I T I O 1 11 I O1 I 4m 11 I C1 I Cn 1 m I m 11 1 m I m i m I m I m 1 I m 1 I m I O1 iH 1 m i T I Of i L- 4 10E14 29'-11 1 E- 5 10E14 29'-11 1/ E- 6 G- 8 10E14 10X25Z14 29'- 11 31'- 1 1 , 1Y' G- 9 10X25Z14 32'-3 1/2' G- 10 1OX25Z14 31--1 112' B- 2 C805DO 34'-11 1/: DELPHINI CONST SIDEWALL FRAMING DESIGN: DRAFT: CHECK: DATE: I SHEET OF CBCIEC CBCICOB UO] U 30'—O" 90'-d' OUT —TO —OUT OF STEEL 30'-0" 30'-0" EC-3 RF1-4 RF1-4 EC-1 Lo 1,01 12'-0" I3'-0" 12'-0" II c CBCI2 i, CBCI2 i SIDEWALL FRAMING: LINE D Gutters with 5 downspouts) CBC108 GSTRAP CBC125 CBCIEC CBCIC B 0 0 0 0 0 0 SIDEWALL SHEETING & TRIM: FRAME LINE D PANELS: 26 Go. R — NEED COLOR UmU ALL STEEL BUILDINGS PROJECT GORDON INDUST. PARK ID AS197 _ PROJECT BUILD!NG f, 5 ADDRESS SANFORD,rl DJ-1 10X25C14 9'-1 1/4' DH-1 1OX25C14 11'-11 1/2" E-1 10Ei4 29'-11 1/2" E-2 10E14 29'-11 1/2" E-3 10E14 29'-11 1/2" G-5 iOX25Z12 31'-3" G-6 10X25Z12 2'-6 1/2" G-7 IOX25Z12 31'-3" 2 1 e1 3 bi 4 e2 DELPHIN' CONST SIDEWALL FRAMING DESIGN: DRAFT: DATE: I SHEET CHECK: OF City of Sanfortv Certificate of Occupancy This is to certify that the building located at 373 Gordon Street for which permit number 05-2692 has heretofore been issued on May 19, 2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as Interior Commercial Remodel complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: P. Hubbard Engineering & Planning: G. Hyatt Public Works: F. Mueller Utilities: R. Blake Fire Department: M. James Date 06/28/05 07/27/05 06/28/05 06/29/05 06/30/05 Conditions (if blank, no conditions apply) Anthony & Susan Panzino YV1 'Q,;, 07/29/05 Property Owner Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION v New Commercial Interior Remodel**** 1 DATE: 06/27/05 Q PERMIT #: 05-2692 ADDRESS: 373 Gordon St CONTRACTOR: PHONE #: Weber Mike 407-832-9407 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 conditjons. Your prompt attention will be appreciated. '-V j e L ` 4ngineering OPublic Works OUtilities O Fire fir- - Zoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION 1J New Commercial Interior Remodel**** DATE: 06/27/05 Q PERMIT #: 05-2692 ADDRESS: 373 Gordon St CONTRACTOR: PHONE #: Weber Mike 407-832-9407 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 4ublic WorkrZS- 2 OUtilities O Fire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY 1 REQUEST FOR FINAL INSPECTIONI o 1 New Commercial Interior Remodel***`T DATE: 06/27/05 PERMIT #: 05-2692 lie1 3: C 1 ADDRESS: 373 Gordon St v V r a 00 CONTRACTOR: Weber ci E22 W PHONE #: Mike 407-832-9407 o Y/ o 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 O Fire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1Q01 CITY OF SANFORD f Address Misc. Information Inquiry 6/29/05 13:44:55 Location ID . . . . . . . 261305 Parcel Number . . . . . 27.19.30.504=0000-0080 Alternate location ID . . Location address . . . . . 373 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 $4675.00 WA DEV FEE $1787.50 BP04-1090 PD 2-17-04 SEE REC#6420 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Commercial Interior Remodel**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 06/27/05 05-2692 373 Gordon St Weber Mike 407-832-9407 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. j/O/gineering _ 'r A4, d274n OPublic Works OZoning OUtilities O Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 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 Plans Review Sheet Date: January 28, 2004 Business Address: 373Gorden 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 `// V 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 5,400 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 18 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 F D T- FIRE SANFORD FIRE DEPARTMENT PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, FI.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 four (4)> 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 CITY OF SANFORD PERMIT APPLICATION Permit # D / S r J Date- ^ 0 Job Address: 323 S I T swil 0 P Description of Work: Historic District: Zoning: Value of Work: S 30 Ua Permit Type: Building Electrical Mechanical Plumbing _X_ 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 9 # of Gas Lines Plumbing/New Residential: # of Water Closets _7— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial 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: 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. 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: l certify that all ofthe 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 mana ement dis,.trict/s state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of F a LieZlY T13. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: t / 1! Print Contractor/Agee rgnature of Notary: Contractor/Agent is - aefr—oduced ID Utilities: Initial & Date) 3_10iP_O9 rDate Name of ti'SON #Gp E108 O EXPIRES: March 23' -)0 4 Gono^ %,. P- • N;,tary ^aa rc.3- LS3- FD: Initial & Date) (Initial & Date) Permit # • c+'7 / ) S Job Address: CITY OF SANFORD PERMIT APPLICATION j Date: Description of Work: 1 192 —iieJ C)92— !W R & 1 LOct„ 4 Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical \P— Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPQ(2 [L_ 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 Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach Prn f State License Nuuaam byye r: L—AQLJO( I Person: I' ORYI"/hone: Phone: 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: 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature jdf Contractor/Ageifff Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is - Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: otaltgStatF PA. UEUMAvt Date b1 MY COMMISSION # DO 1642N — EXPIRES: November 12, 2006 Jr' rFor c' Bonded Thru Budget Notary Services r/Agent is Personal1 Known G to Me or duced ID \D C1 d r0 Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date)