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363 Gordon St - BC04-001097 (METAL BLDG) DOCUMENTSw; PERMIT ADDRESS1)6 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # ON a' I O 7'7 DATE X 1 (0 'Oil 41 ot.W 01AAft PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE S kkoo CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/05/04 04-1077 363 Gordon St. Delphini Construction 407-830-7447 S 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. ngineer' OPublic Works OUtilities OFire A OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTItCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/05/04 04-1077 363 Gordon St. Deluhini 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 Fire s Ize o _ ublic Works j /&7MM5 oning OUtilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i"t I 1 1 1 1 1 1 1 1 1 CERTItCATE OF OCCUPANCY I a REQUEST FOR FINAL INSPECTION z 1 1 1 NEW INDUSTRIAL BUILDING **** DATE: 10/05/04 W o 1 V j C o H S co , 1 PERMIT #: 04-1077 O v v a wi W G d ADDRESS: 363 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. OEngineering OPublic Works tilities OFire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC10,01 CITY OF SANFORD Address Misc. Information Inquiry 10/08/04 08:34:26 Location ID . . . . . . . 261295 Parcel Number . . . . . . 27.19.30.504-0000-0080 Alternate location ID . . Location address . . . . . 363 GORDON ST Primary related party . . Type options, press Enter. 5=View detail Opt Description PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information DELPHINI OFFICE/WAREHOUSE COMPLEX SW DEV FEE $4675.00 WA DEV FEE $1787.50 BP04-1077 PD 2-17-04 SEE REC#6421 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW INDUSTRIAL BUILDING **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/05/04 04-1077 363 Gordon St. Delphini Construction 407-830-7447 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering OPublic Works OUtilities OFire 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 Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME I Policy Number IAERO #8 INDUSTRIAL PARK, LLC BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number r- 363 GORDON STREET., CITY— STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 8, GORDON SUBDIVISION, PLAT BOOK 56, PAGES 47 & 48, SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) COMMERCIAL (WAREHOUSE) . LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): tP - ## = ##.## or ##.#####°) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOODZONE(S) ZoneAO, use depth of flooding) 12117C0045 E 4117/95 4/17195 X- WA 81 U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Constriction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments NONE Elevation reference mark used SEMINOLECO Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 35. 1 ft.(m) o b) Top of next higher floor NIA. o c) Bottom of lowest horizontal structural member (V zones only) WA . o o d) Attached garage (top of slab) WA. _ft.(m) 2 o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) N/A. _ft.(m) a o f) Lowest adjacent (finished) grade (LAG) 33.6 ft.(m) Z' in o g) Highest adjacent (finished) grade (HAG) 34. 2.111[0) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A 8 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 1 aa r iry T SO 4;, 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, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME JAMES W. SCOTT LICENSE NUMBER #4801 TITLE LAND SURVEYOR COMPANY NAME GRUSENMEYER-SCOTT & ASSOC ADDRESS CITY STATE ZIP CODE 5400 EAST COLONIAL DRIVE ORLANDO FL 32807 SIGNATURE \ o 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 363 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 agent1company, and (3) building owner. COMMENTS Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A; B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 4. Check here if attachments t'. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official whop 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 mplCertificate.: Coete the.applicable 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 local lawto cedify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AD. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ fl.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions JAMES W. SCOTT, P.L.S. THOMAS X. GRUSENMEYER, P.L.S. October 15, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32772-1788 RE: Lot 8, Gordon Subdivision, Plat Book 56, Pages 47 & 48, Seminole County, Florida 333, 343, 353, 363 and 373 Gordon Street To Whom It May Concern: The finished floor elevation of the 5 warehouse structures located on Lot 8, Gordon Subdivision, meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7 (a). Sinc rely, '1 c ames W. Scott Orange, Seminole & Osceola Counties * 5400 fast Colonial Drive * Orlando. Florida 32807 * Phone: 407-277-3232 * Pax: 407-658-1436. opy FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200,9 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number AERO #8 INDUSTRIAL PARK, LLC BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 363 GORDON STREET CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 8, GORDON SUBDIVISION, PLAT BOOK 56, PAGES 47 & 48, SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) COMMERCIAL (WAREHOUSE) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### 0) 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 84. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATIONS) NUMBER 12117COD45 B5. SUFFIX E B6. FIRM INDEX DATE 4117195 EFFECTIVEIREASED DATE 4/17195 B8. FLOOD ZONE(S) W Zone AO, use depth of flooding) 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 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, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 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 endosure) 35. 1 fl.(m) o b) Top of next higher floor WA. _ft.(m) v o c) Bottom of lowest horizontal structural member (V zones only) WA. o 0 o d) Attached garage (top of slab) ft.(m) WA. _ff.(m) E g o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) N/A. _ft.(m) o f) Lowest adjacent (finished) grade (LAG) 33.6 ft.(m) i .0 o g) Highest adjacent (finished) grade (HAG) 34. 9 ft.(m) n o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A 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. 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 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 363 GORDON STREET CITY STATE ZIP CODE Company WC Number SANFORD FL 32T71 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUoompany, 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. E 1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fl.(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 FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowfedge. 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 FEMA-issued or communitywissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _fl.(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 EMA Form 81-31, January 2003 Replaces all previous editions AW. SMZTH ENGINEERING David W. Smith, p.e.# 53608 9909 WALLASTON DRIVE DADE CITY, FL. 33525 352-521-086MAX 352-Ml-My April 20, 2004 REF. AIrRO WHAREHOUSE 363 GORDON STREET BLDG #4 Sanford, Florida SUBJECT: Replacement of mining booked dowel @ EA SIDE OF PASS THRU DOOR I hereby certify that I have reviewed the plans and personally inspected the building site under construction and find that the replacement of two missing dowels (i each side of 3050 walk through door) at door opening facing Gordon Street may be accomplished by drilling 3/4" dia x 6" deep holes for 05 rebar and securing with Simpson or equivalent epoxy rated 4000 # tension w/6" embedment in 2"0 psi concrete installed per epoxy manufacturer's speefIIcations. I hereby certify that the replacement /repair of the two missing dowels described above with #5 rebars secured with epoxy embeded 6" min provides a tension capability to meet or exceed the forces acting on these components. resulting trom a 110 mph wind speed zone in exposure category B with importance factor of 1. I therefore hereby certify that this dowel replacement as described will withstand the wind loads resultingfroma110mphwindspeed (3 scc gust) and find that these said dowels as installed are in compliance with sections 1800 and 1606 of the Florida Building Code, 2001 edition. If you have any questions please call we at 352421-0865 Respectfully, David W. Smith, P.E.#53608 r air D vi S titb ' •• : 1 T/Td WIVLT:OT b00Z £Z '-Idd Z098 TL9 £TB : 'ON 3NOHd s6uTpj!nHia;nStid : WONj PREPARED 4/26/04,`16:38:06 INSPECTION TICKET PAGE 41 CITY OF SANFORD INSP: BUILDING DATE 4/27/04 ADDRESS . : 363 GORDON ST SUBDIV: CONTRACTOR : DELPHINI CONSTRUCTION CO. PHONE (407) 830-7447 OWNER : AERO #8 INDUSTRIAL PARK LLC PHONE PARCEL . : 27.19.30.504-0000-0080 APPL NUMBER: 04-00001077 NEW INDUSTRIAL PERMIT: BLCA 00 BLDG PERMIT - NEW CONST/ALTER REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL05 01 3/22/04 140 SLAB 3/22/04 AP MONO BL06 01 4/22/04 145 LINTEL 4/22/04 DP missed dowel @ north door -- provide engineering for repair BL06 02 4 / 2 7-A0 4 BLD EL COMMENTS AND NOTES--------------------------- CITY OF SANFORD PERMIT APPLICATION Permit #: / O Job Address: No CAA Date: Description of Work: Historic District: Zoning: Value of Work: $ 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 -4r # of Water & Sewer Lines ? # of Gas Lines Plumbing/New Residential: # of Water Closets Z• Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial _K_ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other Chan X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Contact Person: Attach Proof of Ownership & Legal Description) Phone: State License Number: 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of FJOV ien lgja Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is • Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Date Signi 10 Print Date S gt Con Zoning: Initial & Date) Date Lit L (/ 3 ture of Notiry-State of. Flo a Date y It c fa 4R'A'r; -tOr?Vvt P31 acfo—r/Agent is- Per_so ally"Known to Me or 2•8 I Produced lU Utilities: FD: Initial & Date) (Initial & Date) 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 363 Gordon Street, Sanford Florida, and to do all things necessary to this to this process. James A. Thomas DELPHINI BUILDERS, INC. Acknowledge Sworn and subscribed before me this 16t' day of February, 200 James A. Thomas, personally known. /., „ Notary Public :` . • --- v+ , r Notary Public -State of Flaldo Seminole County = ;; IVN onE ireasep11,2t1D7 Ea`;' Commission # DD237102StateofFloridan , Nottonol Delphini Builders, Inc. Ph. 407 830-74477 Fax 830-7429 845 Sunshine Lane Altamonte Springs, Florida 32714 License # CGC 017860 CITY OF SANFORD PERMIT APPLICATION \ Permit # :_ D1 -7 te: Job Address: 53 '^ O A • Description of Work: Iry Historic District: Zoning: Value of Work: W a 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 O Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial X Total Square Footage: 0 Construction Type: # otStories: # of Dwelling Units: Flood Zone: (FEMA form required for other than \) 4 po d Parcel #: Q r ge (Att ,coo o ` hip &Legal De= &pt'inn AT Owners Name & Address: ot 17—'r' N ri Contractor Namy& Address: iT 4,0 Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: a J' Arch itect/Engineer: Address: Phone: c 85/1 c. Sta a License Number: W" — f 41 0 Person: ' A Phone: J W3 4V,r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify met ho [work or ftPlIationWtorvin a i s issuanec of a permit and that all work will be performed to meet standards of all laws regulating construction in Uiis jurisdiction. an tundersthat a ar permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. JAN 14 :.... OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all worlr;w&be done in compliance with allOapOplicablc lave t-ffuff4wconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P-A:Rq TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CORECEVRR3,,- ORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this pr ublic re'CR 0 11 this county, and there may be addition ermits required from other governmental entities such as water manager!W districts, state agencies, or federal !044. Acceptance oACOwner/Age. ion that I 'II notify the owner o y of the requirements a Lien 1 / g D e ature trac' A 01 Pre Prin ontractor/Age . Name 7 U FVI fNpe0* Wk431 i28909 Date Signature of N EXPIRES: October 16, 2006 s,0 Sondes 71au Wary MY ION s< DD 126909 EXPIRES: Oct 2006 Owncr/ Agent is Personally Known to or Contractor/Ag •rsar'*'Kio o 915 Produced ID . _Produced APPLICATION APPROVED BY: Bldg 2- _` —(-74 Zoning: f .N I . Z s' ci Utilities: 1 FD: Initial & Date) (Initial & Dale) (Initial & ate) ,%-0niti & Date) . Special Conditions: v o5 J\D— Jp'Ov- CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-56177 DATE: chip PERt PERMIT #: O ` ` y' BUSINESS NAME / PROJECT: ADDRESS: • S C6 -S LP ifX NO. t dpl 'r_. 5qr PHONE NO.: $ 3O--' 7W4" CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] . BURN PERMIT [ TENT PERMIT TANK PERMIT [ ] OTHER TOTAL FEES: $'[ 1 O O © (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. H. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330- 5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prefention Division Applicant's Signature PREPARED BY AND RETURN TO: Martin F. Stamp Killgore, Pearlman, Stamp, Ornstein & Squires, P.A. Post Office Box 1913 Orlando, Florida 32802 Building Permit No. STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COINJTY BK 05157 PGS O463-0465 CLERKIS # 2004002322 RECORDED 01/107/2M4 Ol r2W6 pM RECORDING FEES 15.08 RECORDED BY L McKinley NOTICE OF COMMENCEMENT. Tax Folio No. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: Lot 8, of GORDON SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 56, at Pages 47 and 48, of the Public Records of Seminole County, Florida. 2. General Description of Improvements: Construction of a five (5) unit condominium office 3. Owner Information: a. Name and Address: AERO #8 INDUSTRIAL PARK, LLC, a Florida limited liability company 341 North Maitland Avenue, Ste. 340 Maitland, Florida 32751 b. Interest in property: Fee Simple C. Name and address of fee simple titleholder (if other than owner): Same 9WII:IE0 COPI RfARYANNE MORS8 SLERK OF CIRCUIT cog" 6'ENAt"Lj N ID11 l JAN 7 -2004 4. Contractor: bDelphini Builders, Inc. 845 Sunshine Lane Altamonte Springs, Florida 32714 5. Surety: a. Address: N/A b. Amount of bond $ N/A 6. Lender Information: a. Name and Address: SOUTHERN COMMUNITY BANK OF CENTRAL FLORIDA 1500 Lee Road Winter Park, Florida 32789 b. Designated Contact: Donna Varitek, Construction Administration Southern Community Bank of Central Florida 1500 Lee Road Winter Park, Florida 32789 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7., Florida Statutes: Donna Varitek, Construction Administration Southern Community Bank of Central Florida 1500 Lee Road Winter Park, Florida 32789 8. In addition to himself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Donna Varitek, Construction Administration Southern Community Bank of Central Florida 1500 Lee Road Winter Park, Florida 32789 9. Expiration date of Notice of Commencement: Eighteen (18) months from the date of recording. a .: 0 ? OWNER: AERO #8 INDUSTRIAL RAiZK, LLC, a Florida limited ' ility company By: *f 'Onfi0h M STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this ZY6 day of Q0+Dbeer , 2003, by KENNETH M. DELP, II, as the Manager of AERO #8 INDUSTRIAL PARK, LLC, a Florida limited liability company, who has produced FDL as identification. tgtr"s DARCEY E. DURANT A. MY COMMISSION N DD 256875 EXPIRES: December 27, 2007 8Wd9d Thm Notary Ptft Undmniten NOTARY PUBLIC: SIGN: ':RA-ft F • Lwa..4, S4A PRINT: varce _-- State of Florida at Large DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY — ADMIN P.O. BOX 1788 SANFORD, FL 32772-1788 Project Name: Date Owner/Contact Person: v c> Phone: 0-(u'7 G -7'Yy7 Address: ; Gc. 2 c J r _J 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.): 1 I'J Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1 ", 2", etc.) REMARKS: COMVEC77ONFEE CALCULA77ON.• n 4c4 ;7%c-ck-70TO I r-7 F-r -e- 6 YLZ SL) acinorn VDAM2 Name - Signature - Date 1) Water System Impact Fees Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD) c, Rt sidential - S650JUnit - Single family structure, or multi —family unit containing three (3) bedrooms or more. S487.50JUnit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgment/wsumption, estimation that such family units on average require 750/6-225 GPD of the water and sewer service of an average single family unit} Commercial S650 ERU - Fixtures unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixtures units. For projects having more that twenty (20) fixture unit base for the fast ERU. (Example: twenty-five (25) fixtures units will be rated as 125 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer Systems Impact Foes 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 . judgmentlassumption, 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). 5'J ulvj S 2._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 '/z Bidet 2 1 '/4 Combination sink and tray 2 1 /, Dental lavatory 1 1 'A Dental unit or cuspidor 1 1 'A Dishwashing machine, (e )domestic 2 1 Vs Drinking fountain y, 1 'A Floor drains 2. 2 Kitchen sink domestic 2 1 yz Kitchen sink, domestic with food waste grinder and/or Dishwasher 2 1 Laundry tray (1 or 2 compartments) 2 I 'h Lavatory 1 1 '/4 Shovyor compartments, domestic 2 2 Sink 1 2 1 '/z Urinal 4 Footnote d Urinal,l gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each ser of faucets 2 1 '/z Water closets, flushometer tank, public or private 4e Footnote d Water closets, private installation 4 Footnote d Water closets, public installation 6 Footnote d I I I For SI: t inc1r25.4 nun, I gallon-3.785 L. a For traps larger than 3 inches, use Table 709.2 .5 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. i e For the purpose of computing loads on building drains and sewers, water closets or urinc.ls 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 FDtTURES DRAINS OR TRAPS 1.v A +-ems I n (I /3- C.-r- c 7 Y7• S d St,w 4 ,-7 3 Fixture Drain or Trap Size inches Drainage Fixtures Unit Value 1 '/4 1 1 %2 2 2 3 2 %2 4 3 5 4 6 r "S!o»dord P!w»bing coder 01907 1-url"O-t 14 6ytz)2.'S6 r( 104,30/2003 00:08 FAI 3522422344 D&R ELECTRIC 0 002 PA LIrma A L/aHT/i a Catalog Numbor 7c a o -r FEATURES & SPECIFICATIONS Notes 77Y7 INTENDED USE— For entrances, loading docks, walkways and vehicle ramps. CONSTRUCTION— Rear housing is rugged, corrosion -resistant; die-cast aluminum. Wait -FaitsCorrosion -resistant external hardware includes slotted hex -heed end tamper- proof fasteners. KNISH — Finish is dark bronze thermoset polyester powder, electrostatically W Papplied. OFMCAL SYSTEM — Reflector is finished in white thermoset polyester powder, electrostatically applied. Front housing and refractor are one-piece, injection - molded, UV-stab)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 -reactance, high power factor. Encased -and -potted solid-state ignitors. Ballast is copper -wound and 100% factory -tested. Meets ANSI standards and is UL listed. Electrical components are mounted on back housing. For 50 hertz availability, consult factory). Porcelain, horizontally -oriented, medium -base socket with copper alloy, nickel -plated screw shell and center contact UL listed 660W, 600V and 4KV pulse -rated. INSTALLATION — Top 3/4' threaded wiring access. Back access through removable 3/4' knockout. Feed-thru wiring can be achieved by using a condulet too. Mount on any flat vertical surface. LISTING — UL listed suitable for wet locations. Listed and labeled to comply with Canadian and Mexican Standards (see Options). IP54 rated in accordance with IEC Standard 529. NOTE: Not recommended for use in car wasb interior applieatiom ORDERING INFORMATION Choose the boldface catalog nomenclature that beat suits your needs and write It an the appropriate line. Oder amcssories as separate catalog number: (shipped separtanty), TWP Series Wattage Voltegs TWP /lamp 3SS1 to Soo 2404 m t 347 1505 4tt0'4 Till' Shippod installed In Fixture OF Single fuse (120, 277, 347VIs OF Double fuss (200, 240, 480V)s EC Emergency circuit7A t1As Quartz restrike system7.8 CR Corosion-resistant finish (housing only) CRT Corrosion -resistant finish (Teflon)s PE Photoelectric cell, button type (Ma 48DV) LPI Lamp (shipped In carton with fbtwre) IS Integral slipfmter FS Full shield WO Wireguard RNP Reactor high power facto ballast RNP Reactor normal power factor ballast XNP Reactance high power factor ballast NMS: 1 12DV only. 2 Not available with 206V, 240V, 4S0V or TB ballast. 3 Operates 56V Ismp. t Not available in Cansda. 5 Optional mull -tap ballast (129, 200, 240. 277V) 1120, 277, 347V in Canada): 6 Not available with Mutt tap bal4M. 7 tamp not included. 8 QuarQ lamp wattage not to exceed ballast wattage rating. 9 Black finish on housing only, HIGH PRESSURE SODIUM 35W, 50W, 70W, 100W, 50W 8' to 25' Moun ng Height 15-7/1G (39.2cm) Width: 16-1/S' (41cm) Depth: 7-3/4" (19.7cm) Weight 14 to 15 Jbs. 16 t07 kg) Example., TWF 705129 Architectural Colors (optional) DBL Black DMB Medium bronze OWN White CSA Listed and labeled to comply with Canadian Standards NOM Listed and labeled to comply with Mexican Standards (Consult factory) AcoessoH" Order os separate catalog number, RK7 PEB1 Photoelectric control kit (12DV) RKII PM Photoelectric control kit (277V) RK1 PE83 CSA Photoelectric contra kit INN) Outdoor Sheet#: TWP-S SM - 305 11/30/2009 00:08 FAI 3522422344 D&W ELECTRIC 0 003 TRIP High Pressure Sodium Wall-Paks coeM' vmofwlkafmo Initial F"Scandles TWP %OS Test Report no. 94121707 Coefficients of utlllration 2 G . 5 I- I 1 11 0 1 2 a 4 6 6 Distance In units of mounting height 70W, high pressure sodium lump, horizontal lamp orientation, 12' mounting height, 6,300 rated lumens. Total 15xtum vokiescr. Z% TWP IOOS Test Report no. 94121502 Coefficients of utilization s 11 0 1 2 3 4 5 6 Distance in units of mounting height 100W, high pressure sodium lamp, horizontal lamp orientation, 12' mounting height, 9,500 rated lumens. Total Wore ro ieaW. 55% Report no.94121503 Coefficients of utilization z AS3P 1 t O 1% o c E 1 S 2 c7 rx 3 1116 4 0 1 2 3 4 5 6 Distance in units of mounting height 150W, high pressure sodium lamp, horizontal lamp orientation, 12' mounting height, 16,000 rated lumens Tout Wore efoieaor 514% Mounting Height Correction Factor Multiply the it Itvel by the correction factor) 10 ft =1.44 15 ft. _ .64 20 ft = .36 25 ft - .23 Existing Mounting Height 1t=Correction FactorVowMountingHeightJJ fA V L/THaMW L AGVrIAA0 onis Lighting Awiryr liyhline 6ronp, Irw oamaer UOMR An-4a>rity8rarldsCon parry ONUthoo eaao Conyers, CA3 20X r In Canada: 1100 both Ave„ Lachinc, aucbec HST 2V3SheetTWP-S 01989 Lithonis UghtIng, Rev. W2 TWP-S.Pe5 www,90*nlo.com 1 SEP 16 '03 08:OOAM CONTINENTAL GLASS MI A PRO -DUCT. -CONTROL NOTICE OFACCEPTANCE Arcli Alumitium < Class Cumpany I't1.?OU,N:tiY. ?ltir Stret:t - P.2 NUAryll-t ADE COU.NITY, FLORIDA METRO-DADC FLAGI.ER DUILnING IJUILDI`iG CODF, CO:\11'i.lr\CF: OI;PIC'4: II':I'It)•I):\I)li 1'l.:\:vl,l:lt Ill%II,I>I\l No \\'IIi'1' I I,r$l.ltl: ti'I'Itiil"I'.'l I I'I'; IOU; tj1)5 375-2901 'FAN (303) 3.715-_WX t'I)\'1'It,l("l'Ull LICENSING SE3. 1'1OX t:U\•1•It:\C 1'Ult 1:1 I)It( I:IY: 11111'Iti)l)\ tJU3) 375 NLh 1`\\ OW) 375-:99H VI)v'Ito 1. I)I\'1N1()\ ' 3U3) 375•190 VAN 005).371•6J3' Your application I•or Nutice ol'Acctptancc (NOS$ ol': NArruiv. StHe'Door uul r Chapl r 3 ot'thc Code of ivliumi-Da(h: Count), bo\rcrning they use ul; AIM-11.1tc , Itlttriuls anal 'I'yhta u1• un5tluctiull, .lrtt,l t:olnplctely dewribed hcrein, has been rQcurtiment,ed Jbr uccrptuncc by the N-li;utli-DULL: CUultty Building Codt Compliance 0111ev (13CCO) under the cunditiuns ypccilicd harcin, Tfii$ •NOA sh;ell )tat be v;ilid al'ier tilt: expiration date stated below. BCCO reserves III;: ri,ht to Secure this pradlact or raterial at. any time Front a jobsite or mnnuFaeturer's plant for duality conlrul testing. . I I' tilt, product or m.nerial Ftlils to perform in the approved manner, BCCO may revoke, modify, or suspend the use of,st)ch product or material immediately. BCCO reserves the right to revoke this appro\'al, il' it is tit: *terntined'by, BCCO that this Product or material fails to meet the requirements of the South Fluriti;) Building Code. hc: i, o.t'such testing will be incurred by tho mnnuftaeturer. ccrt>T NC Na.: ol-U91U.u') i:Xl'1R17S: 2/Ufi. Itnul Rodriotlev. Chiel'Pr>Jcluta COnlrul Divi:it>n ftlt'S IS `T'IIF, COVERSI•IGCT, SEE ADDITIONAL PACES r'OI2 SPECIFIC AN1) (..i.,, r., AL CONDITIONS BUILDI)NC, CODE & PRODUCT R' ViT;NV COMMITTEE This zlpplicntion I'or Product Approval has been rc\ie\ved by the BCCO and ahrro\'ed b1' the Building Cude and Product Ru\'ie\v Colttnliuc4 to be used in Miami-Dadt: County, Florida under the cundilic)is set Iyrth' a•bu\'e. / rrunciscq J. Quint;lna, R.A. Director Aianji-Dndc County ItOV.f:U: 01/U3/2002 Building Code Cunipliancc Or.ic S0490001\pc1,00Q\t6MP131esinodce accoptence cover p ge.dot In.tet ret:tn:il nddress: postlnt)sterrbuiJoin gcodeonI!tic. coin Homepage: Ititt):NAtW%V,bU001nKcudeonlir1ext)[it 1 SEP 16 '03 08:01AM CONTINENTAL GLASS Arch Alumintlni & Glass L.C. 6: e P.3 ACCEPTANCE No.: 01-0910,09 APPROVED: _ ,J.uiuury 3, 2002 EXPIRES: December 28, 2006 NOTICF OF A CEPTINCF• SPF.CIFIC.CONUI, TIONS SCOPE. This -renews Notice of Acceptance (NOA) No. 98-1026.03, which was issued on October 7, 1999. It renews the'approvul of an aluminum storefront door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Minmi-Dude County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design PrQSSurc Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Series "Narrow Stile" Aluminum Outswing Storefront Doors and its components• shall be constructed in strict compliance' %vith the following document Drawing No NS 100-NOA, Sheets l through 4 of,4, titled "Arch Narrow Stile Door with Frame, 'A" Tempered Glass and l Point Lock", prepared by manducturer, dated 12/14/98, signed and sealed by William Cook,•P.E., bearing the Miami -Dude County Product Control renewal -stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. LIMITATIONS. This•approval applies *to single'unit applications of pair of doors and singic door only, as shown in appiovcd drawings. Single door units shall include all components described i the active leaf of this,approval. Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge ofcanopy or overhang to sill is Icss than 45 degrees. U ticss unit is installed in non-Itabitablc'arcas where till 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 drawings. Hurricane protection system (shutters): tite installation of this unit Nviil ronuire a hurricane protection system. LABELING Each, tynit'shall bear n permanent, label with the manufacturer's name or loco, city, state and following statement; "Miami -Dade County Product Control Approved". BUILDING PERMIT REQUTREMENTS Application for building pemtit shall be accompanied by copies of the 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 tite proposed installation. 6.1.3' Any other documents required by the Building Dflicial or the South Florida Building Codc (SFBC) . in order to propcTly cvaluatc the installation of this system, Raul Rodriguez, Chief . Product Control Division 2 1,. SEP 16 '03 08:01AM CONTINENTAL GLASS P.4 Arch 'Aluritinum_ & Glass L.C. ACCEPTANCE No.: 01-0910.09 APPROVED: Jnnuary 3, 2002 EXPIRES: December 28, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. 'Rcaewal of.this Acceptance (approval) shall be'eonsidered after n renewal application has been tiled and•thc oribicial submitted documentation, including test supporting data, engineering documents, are no olden than eight (8) years. 2. Any and all approved products shrill be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated 1h the specific conditions ot'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 some product (identical) as the one originally approved; c) Iflbe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision -or change in the materials, use, and/or manufacture of the product or process shall autorn4tically because for termination of this Acceptance, unless prior written approval has been re4ucsted (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 removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 5: The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the, expiration date may be.displayed in advertising literature. If any portion of the Notice of r Accep ance 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'dll time. The engineer need not reseal the copies. B. Failure to comply with any section of this Acceptance Shall be cause for termination and removal of ecepiance. 9. This'Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Raul Rodr'guez, Chief Product Control Division 3 En n 1 n- MAx. FIRAW slzr m 727 MAX 0" OPENS IC r) N 1 D N M r 3Enz \ N / W \• p p O}tg10- Do F,", 1i117lOpIECOlE rn / o \ c wCC'IiPC 1096 G m \ 8/• M11eM DAB ti COe11gL ON6 awn myL N so; E OD1111/tI10E QENS AOCYCT OsMI7WOEiia , a C1 JD. 4K=Lft do awnumn r 3 `\ Jt n zAluminum & Glass To Cec.WFl3 heat PRa1e: &W-432•0132 Fax: 954-724-9293 SnNING ENGINEER iVP. 31" 1rAX. NNIE Witt" 0. VWk IF 0AYLXKI vmFjtE- VM&MF F roar S[C671GiAN Wl- 4><9'Lti c. JS 3/t- 11A1C 2004 HE A91h St. 0001t LEAF SZE rk Laf1deedrle. R. olp"r cESCaIPnoII DESIGN PRESSURE= —62.1 +62.1 PSF R mARROW 57NE oe flr GfE: Old TESTED DOOR' 72" X 84" PAIR D0°' M°M FRAME E t/a' TE)rPERED a f POINI.LOCK IrrL -/ 1254 - erNG ND. S [Q W. ORAIVING N0. SHEET ND. sHES NO. REPORTP 11 P6 lco-am OF L I OF l R 1lEa 95-,OS s ,o0-N.Q I or Fri OESCRWTM 1 EGA 4 TOP RAIL 2 i ;t x l 3 463.094 VXL w A.A 113 0.55 P 13 16'-% 3 i 60 3-TS A iD'7TALL SEE FAS1C.`lER SC IEOtAE ON AGAC 114 GLASS STOP 13 1b x 9 tb b063—TS .050 WALL SM , a 4FOR FASTENER r4' 64 NEDPR£I+E GASKET n INTO SUBSTRATETTPE AGA 5 UOTTO I RAIL 3 i X 13 i6063-T5 .094 WALL 8 1040 4 .SADDLE THRESHOLD b0b3-T5".188 WALt4510000RSTOPI3X •1 6D63-T5 .062 MALL 3 8 4501 HEADER TUB SCREW -SPLINE ATTACHED 1.3 4 x •1 i 2 nsl O - T• L p 7 9 H-74 NEOPRENE SUL9 WEATHER STRIP 10 4008 INSERT FLAT FILLER: 6 -T5• .G7a WALL a I l g Z DETAI I n gym r y.T 3N. o AsaN IWIG VonME DIE i ^ Ij PRQDUCT RLNSW.D sau 1 ncala sa E on Uln CEO OF STALANT SEE FASTENER SCHEDULE ON SW 4 OF 4 FOR FASTENER 11•PC INTO SUBSTRATE TTPE I us rco-NOA 1 OF + ALL CORNER CONSTRUCTION ON FRAME ARE SCREW SPUME ATTAcmw -wRH ja PHSxs (2) PER JOINT ALL CORNER CONSTRUCTION CN ODORS ARE .THRU BOLTED WIOI 3/6- ROUND ROD WITH KEY NIBS ACCERMYEN. sE-o-ilO " 2 E]I1®.1710 sAl L fpI u a OraaOn amp AIC ROE a7sNNdM WWA IWRDINOCOOL f QkAlurrfinum & Glass Tamarac, arac, N.W. M2S1Lreol Phwe. 800.432.8 M For. 954-724-M AB:Isymn N 1p.: 43M I 1 ZCGA NE 490% St. E Lew4erdole. FI. oIIA RIM6 OESCNPWII ARCM MARROW SW MAIM ChTE: ARC 12/14/9 DOOR WITH FRANIE itE 15LN MIE 1/4' TDAPEROO GLA5S. AMC r POINT LOCK SHEET H0. RL tom/ 12-54 REPORTf llJ12I R>n1MG Mo. 3 a ND. OF + JR iftri 9S-1o5 Ii5 +00-MOA Z f + LEGEND 1 TTEM D&M- ION 4 (+: 2 6063— 05 WALL m W70 7.1 DOOR STOP 1 2. X1 . 60-QG2'.YadA1122 NEOPRENEWEATHFIiSTRIPgnAG;4112444 m2 23HINGESTILE312X13460b3-T5 -.090 WALL GLASS STOP 13 L6 Y 9 16 6063-TS .050 Y1ALL GEYSS- STOP 13 IS- x 9 L6 .6063-TSA50WALL D 7LCTIVE-STILE 2 1 2. II 1 3 4 b063-T5 .091 Y1ALL 3 27 AGA 149 INACTIVE LEAF 2. 1 2. x 1 3 a b063-TS .090 94ALt n 25 TR 36 3 8 -16 FIRU -BOLT WITH NUTS 29 N 26 TOP AHIO BOIT811 OFFS PIVOT SET 2 30 5-PILE SCHLEGEL WLATHER STRL? PILE I 1 Z i r*1 Z D r- SEE FASTENER SCHEDULE CM r SHE 4 OF 4 FOR FASTENER A 3S cm 1:11l6 (111N as R c i+D D LnTYPEUIMsuesiNATErfPEPRaDUCTwv7arlaaaadeunadadl6aAEU7OETAI DETAI L+ KS iCo-Nlla I ] OF 4 OF a vm& r+oaft 61,g11r n itL" OtATaCfFiCapiK& AINEcawt raO Z: OL adLv11:40 a! adult too[ QNFLVOCE OFFICE IN 2L n 5 fU1lm C JMQ Aluminum & Class 10200 Kw. 6n0h skadet Tamarac. FL 321 Phone_ am-4Lt2-e 1 S2 Fax: 951-724-9290 C44 HE 491h K. v W L LM'de dOle. ORAMG o(sCl MC ARCH ruNRow STELE ORNM EfT: ow: om 12111 E) Ow YIRI1 FRAME tS1aIOu wx 114- TEMPERED . CLass. um a POINT, LACK- rtl I.iB 4254 ' M OCL V IELT N0. - REPORT] 11 11S F> LEy 95-10.ioad- rIM cr TN*T m m 1- — 7dANUPAC RER 0040 - - .... i Wi E WTO rri000-- , s x. 2 1 /2 ft " NZA6 ar.0o s ,r:. • JaHa5 .0 1 l J2'. f1t0aA ft!0: OCAGA W PART RANAN0.14' DC:•NEaD Ae 5CLd'a' FRD1A 710 r.NO't2t/4' CH AWIUNUI+ do G1A55 CO. CO- ll1TpCOfICRtTE- 1/4 X 2 1/2' FIAT HEAD TAPCO++S. JAKaS a ] 1/2' IRON ENDS AGA t13 ARCH AL 1NU14 GGMS ARCM ALUIUNU34 acGLASS CO.ANDti DC HE11D t Sul • a" fRON EA10 AkD +2 +/i OCHAGA1T4 64 UNNERSAL Rli88ER C.InToCO. F STEEL 12 G4 MaM.- 114 x 2 I/2" SELF DRAL9/G SHEET METAL SCREWSSXLa9' FROM FOP AND 12 1/4' CC. 1040 W ACAS ARCH ALUMINUM &CLASS jA1AS o 7 t/2- FROEI Et+DSAn 14- OC.. NEAD ARCH ALUM"i>YI do 55 CO. 4510 ARCH ALUMINUM do GLASS CO. C1 p7 8 4501 ARCH ALUiUNUM & G CO. Z g H-74 UN1vER5atL RU88ER C50. CO— 4008 ARCH ALUMINUM do %x 2- rr PRODUCT RLNEwisD J.06 6MOMl0N-Tt Ar :Ia u caNiLilfL Txa 9a N Qi • -wm waoaa Co* n I yyf 1 EOFT9CCpe(,gf1Ya4JJNC aal aT GadI i C/dl I aMFiWI caaE aAuovu Iafflct t a7a.!%L• &A a RAluminum & Glass Tali wormFL 3333321eelLoYeerdala FL OaA7eNC MDucgP11CN WH MARROW STLE 49AM ar am OOOR WITH FAME p 1/ 4"•TEMPERED_ corn. AflO 1 PeINT TACK rrL tm 1254 C4A'NNG M1. SHEEP NO REPORTS 11 R% T11HG H0. SHEEP H0. R FILE] 95-105 us lco-nn4 , oT 66 + oo-NO 4 aF 4 L OF ! y Go r4 CD w 0a IL w LD 3 D N CDm v mm N rm BB740SP WINDOW OVER SERIES 740/744 SINGLE HUNG d074 SP FT St, 1 ba i SCOP._ AND R7-MOV: FIN AS-32 MACH. Su?EW 99-08-i6s) iEI-sD Del! L 1,/4" DtA S1Nul.= !-LUNG HEAD fB-32 X 1 3/4' FLAT HEAD MACKNE SCREW (09-08-165) i~-32 NUTSEERT O9-08-800) F o PER PACK a P? FACK L SERIES 74D/744 SINGLE HUNG { F?AALE LEAD (XNTRA-T'i1 NUii T (99-as-300) Wes` RAC .N • VAnM pU # ( 11. SCORE SIN,!,.:- HUNG FRAM1 HEAD NAIL FIN AT BASE Weir{ KNLE AND ?,_MO1c-. nN rLUs7i. 2j. L'JCAi-t S?C:ALiY YWNDOW ON 0P OF SIN - HUNG (C94TER_D). 4 USING PRE -PUNCHED H OU ?ROVID IN S':IALTf YWNDOW ?AILS SIBs AS GUIDE, MARK AND Dell_ 1/4-" DIA HOBLES IN SINGE_" .HUNS Y,=Pn. t). ATTACH USINu P-; 2 FATi?EA0 1„;A"s r r IFr DCCc ,•' 1N' .,r2 V . QVI3 (r A301F P- DESIRED 3r'.E..IC 0, 'SS ' "CHINE ). A. r OX. 1 ?:x FOOT. 2 M„ SCR.1A! INSTALL COMBINED UNITS AS ONE COM?L} WINDOW. NOs; RAW yr_' NAILING AN BY SLhXXG IT OUT rrfE &D OF CIE 05X INNOO W ARAME SILLTOCA_CULATr OIV"'ALL S ACCO HDGHT - ADD TT HEIGHT OF SINGL_- HUNG TO r? Pr Nc7Gr.'T OSX 4t'INDOW AND StIBTRACi J 4'. JEri7HeaHr !s r I_ cat ma OVOIWINAL. SJLE} UINUS Jam- USc• rlE #9-32 AIA CHINE SCREW$ AND NUTSzRTS W SC&'W PACK. SIMPLY DISCARD 77H ADDIAANAL SCREWS FROM pACK W.— Nm of z w 3 A h Nm M to7 M N M Series V83 'STRUCTURAL' VERTICAL MULLION - Florida Flange Step 1. Caulk inside mull as shown to seal frame jom3s. Step I Ploce windows and muliiors to ether as mown below. 740/7441 Step 3, Using the pre—dun—Isd instoliation holes in window jambs as c drill quid- drill 1/8" hales into mullions. Step 4. Attach windows to rnulliors using z B x 3/4' sheet metal screws (sat included} throuah drilled holes as shown below. io avoid jornb disxilon, do not over;iahten screws. Step S. Coulk any voids to prevent any leokoa•, Step S. Beiore lifting into roues openi;1y, drill two hples in each clip and insert into each end of m 11 as shown blowwithtabpointingtoinside, re:tsi ec cia tab :a construction wits two z a x 1 1/2' sews for s:rvc;aural in;egri;v CENTMALL FWED 4 $. (). b r . Nate. NAhS• Ir X ' 1c' sheet metad sc. ews Caulk (2 places) F4 SECT5754 A' MVE HMB (DRUZ- ) —1 — 1.125 -- VIC Clearance holes Field Drilled) PRE—?UNDiED .1AQ HOLS. N01 : SEE REVERSE SIDE FOR FASTDGNC REQUIREWNTS. CDM I.- I Series V83 HORIZONTAL MULLION for SINGLE UNITS'- Florida Flange 740/744 NC-7 `--N ^ =O SJ N -,?D WIDTH UNITS R;= i9i3 , 2&1/2, 37 , '-,,,J 32Y/s Step 1. 'asi ix nor _rte! rN.Jil Dn dr%l up RCD oa p-= r,::_ in '[h- si- = IaaZ u. -'Ull. Bei0f° tCCT,lil V"i i / ° r o I, , Il a Y. _ , S'. x'S n7i R iUD_G. o: :Du,lc 'm O:.^ shover. Step 2. '=5i inr. in '.;nit on mull 'ill tiI _ Oi :1{1 Qril . /,;•• >5; li, ',_Si:i l S l'UN^., C:1 S.:TI? _ E:1L^_ S C5 IOK'!f rc_..' il i-, 511 0711' s'1: i Sil1 M;lin S'Y;S. Step r• .^^.!i.`TE 7viah DD--n I Drill tW:: holes ? o7CF r,-1 ITlS!ij ?C:iI 1' 11 IOM'n r YC DRIVE .•+C)t :,5 1NC HOLES IN 7NG_ HUIC : EAIDS YU C L k Z LJLL.L ti C =` L Q field Drlied) Se: 45795 (Ref.) t a IUAIM 1wma s ML.%V r Now il ea.acu m l+r s u*mr co =- rt a" a N" rm atoe wit mt n +wmnu" Lac n own J/ lwm d R aft / W"=o WX Zw[ i ` Cttiipgg rr C3 Tc: rD7Rl C l n Dead j• MAX D M %r bA.. G, J y ao. s+.n — cu.c A. am a.. ,. V= t&Ang a ac WsI o4r: CAL" n Q I I cosros ! i ire --Wra = mac ! K m pr jj er c ot reacurt li l YF. 7l7t l J= spy Ile, K:rG • VIAT LOOR MCf1r I asr at n+eef. '0+ o a s anrsrt ua-w is .atr• r• rose w Syr ,,,a / w'atrawafrrtlrLlYa4ete6 L R M KL Art ilml / oa st as. arc s carae:. r'ra unta w +eta 1 a.o ca! a[ a tatm r ,ems vyC ai rem wmm rw ab6pan feR Yl P3• owW.a. rs no.. K _ A m t w iEs L1a1 jr lP+YO ILm 1» ws wr. rm re. c wd.a t FLUX Kb- f i%ti or arch. I I oEye .`W".:... °.ira m I e M Y rW O rraaf rm i rt I taf 0%Olr=r1OCLsh v C S K. t40 afrt Irk T p'int f0 r! w11wD tMYllatsa .I .0 1! A m m w a< ,a ror a~+net ow cr wa a at mar rw+s. zmm —,r • EX-R IOR F! FVA it l Q tlrcad ,a : +cw* awtu r w r .wwr a wa sa IT" t:* s war rett w at • aG m •-kLr r* r / • 1 alY O art as ! •! 10 At 4!a ONO O' O as wrttnactakarrcr+t tattrt ra r! 1 aka, t max,[ +alr N sra ......— hOrt at.t rgillwstlrYtO rlr as! m w NS.. •'•`+c,f III HOME PRODUCTS acL YLO] i1H>R, @ Q.L -i GRATZ PA. AUU NMI st t: a 470 GT Co+s ti.l ee ,/ ten 1fl@I44 Lnm IL a ti n+vw or Yerr py;,e ` loom Z must be of r*" Ved at toil lnstollotin ondlor cs ehawn, with load bearing e.' Ki+ta Mae"r f<jela+t length to provide f 1/4' min. cnbedTent s c S Calk betweet ekbw flcngs and buck. CM& Id-pwbmsask 3. N god wi1d 18 not et . redo.. 1 c w By 0:: r ° nest larger a tdor In eimrt 91Ve L ust onehor quontl y for 6. Goss s • • ! east fuec t111h i lulti "WYwithweldolrs'¢s and design laoa, and must C7.111y c c = ra',, 7. Letter designotions on the tqw= to -lion chart n3ro:e wnce c a E a» to be rstolled Ling , efevotion as a ke w"wo,,, . Lroo'•s Eb > rs of holes t not for t:on• should be filed with sawawe + Ix provioc 5/5' moL rnbe*r,.,t into woo, buck uIc ii u v nnr a4 ttt c. Hdara) U a s Clan a Ames[ J r M 1 De j Fe-e, Csu I l by OL-M, vl l e S af or OtIAM c mi r1..:w 31 FeYse Oa1t wd * A* JOmb S i t 12 A 4 C A 4 C• D 11set elf 52 t/f : 71 VA I- E, C, Q 1 C & essk"m kilt ad D",*4 "N:OK' --IK MAICa C WA=W..Y s3m IWLUDETV--X. avow R ? ? rsaraa Ichm lets: s5ns vs h Dv RAM lot l Y y 1ai t• : a „_ t' ! E• INSTALLA•11ON INSTRUCTIONS S. I ; r i, str•.It :r i & FASTENER SCHEDULE i a taeusu w M.+! oee.ly Pebnrr :eAe. Alt bstwom ea.,oe 3. eqRppBrL c rRI r ri 3m x R,maa' I. Shbn as required of sod inetonotion anchor as shown, with load bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4' T4e., mbL embedmentIntonbsolv7oroonerets. 1 CM& between vendor %Mgt and b=L 4. Caulk ful part+letar of window. C A Mtra la oowwe 5. It nod wt dsw sks is roA oven, use anchor q:jMAtty fornextWWwindowindmrt. b a 6, Bass Wickness w1l very with stn IM Otte and des* load. and must complywltAAST1AE1300. read svci by mb" 7. Least designatiam on the tapcaM kxation dux t Inawte where anohom are to be iratolled using the elewUm ae a key. S. AD foctory applied hoka not dsaigneied for 1a>con• should be f>YeE wish t s sws of srffx:iart ItIL to pratiide 5/S' min. unbedment nto wood two A(—! Ceeeb W WOMMY OPnts TAeCO s LDCA,7M 1:•m 9uedr aiM CA 1i YIIL Fe7r.rir aet rPaJET.tA1gI: 1AI D D?3s -.D OPS2 Cei brh. 12 11 1/9x 25 13 Is A a 37 3/6 2S it4A. C C C+/ A. tt11 1/1 x 71 1/4 A. C B.0. A1 F. i/R2 a 25 1/2 37u3/>s A. c 1/2 St 25 1/2 x 41 S/1 A, C Ate: Jamb1/2 35 25 1/2 x f A. L C w r 1/2 79 25 1/2 it 71 1/4 A. It C sqs 1 e elnaee near > i rICiffildo Sill Stec! atbrs J, • 11, 01. 1 ! et 4 r Get ltetira Finle wed i+s-4iA >i s 4ilLl Y. aide DYfeelr G 22 i a 25 A C j L e 23 3t x 37 24 X a 41 5/1 A. L C e-LaSQ4 ALC 25 36 2t t a 71 1/4 JL C 1 D D A E ; E a:. allu 1 C K. • t/iiA: f A C x32Aa46 //1rLCflee 1 c 0!!es US 52 1/a a B 1/4 A. L C Cads Noma 54 52 1/1i71 1/4 L IL 12 L C, DMk wad a esq A. ALC A. LC al e f !. . A. C A. A C Al 4• C Al. C k IL IL CCD A.kC. D A, E. C. D. E APB TAPE NAIGU M lamwRf sam NM= 1W- dal Ms= ! MWW" 086P Proems rebne sw: am" en le Pg ev INSTALLATION INSTRUCTIONS s w 1/I's/ doFASTENER SCHEDULE Cr' Cl AAI^f- r.,..P%, r- , i.... NxfE 1 • 1 o • Openi-,g L Nyl. ,., Varies Moe. 16" i--- 16" lyp. Anchor —k Spacing Guide Fastener Spoeing INTERIOR ELEVATION kde Nox 8 Track Brocket Spacing S-mirw for Both Guides. WINOLocK Hwx STRAP AATL. NOT OIPPED GALY. STEEL .105 5/16VUD AT 1250 No ID 1N10.0 , 1 (111 CE )- e' I aN fiYEt,-sett 437 1 ace AS SIM ON 111 110 CO. DNm wheel UAOpenirq Door SI 4. H01. 8rocket 3 Varies 16" Max. D--tCvioe Broerel Spacing Door Curtoin Steel Guide Ste Bottom Bat Deloil Rain -Lip - 1, Door Curtain:-1 )tl 018±.001 Not Dip Colvorrired Steel ASfN A-653 Slruetw0l Sled Grade 80) With Fall Cod 01 Peimer And Baked Polyester Finish Cool. 2 it 1 1/2 Steel I.SOU 1.Q61 I .667 55' 2.375 C1Y•DE5 ruDE FROM .010 vlcy HOT D1PPE0 rxv. STEEL 250 DO R.01 I= stm DOOR GUIDE SLEEVE IICrtCF SEE WAIL AT LEFT FDR _PACW. r OFCfdIC WIDTHI IA E' I IIj r WH lRAY.X SELF f J DFILLU FASTENERS. SEE ELEVATION FOR Operting Heig1T1 o Up To 16'-0 yL YIfAR SrRP1NDOK SUPPotzr W:ND!OCK NOOr a,nOLOCK Dolut STRAP —( CURIALV YTOTHmOPENVIC NAM+S') CM MASONRY JAMB STEEL JAMB 2 2"e 2 1/2' CUDE-BRACKEi TURNED OUI1tM GUOE BRACKET Curtoin Sheet MATERIAL: CS TYPE LSplice OCCIus B' C40 THICKNESS 0t 20 Centers. 1/4'-14 x 7/6' .095 TiyfH T I " SEU IILLET WWORILLWGFASTENERSt/11' 2 I/2' SEE ELEVATION FOR SPACING. 1 2% 2"r 2 t/2' Sheet Splice - t CUDE BRACKET Scok: nw,e i i BOTTOM BAR' 20.340 344 mCM 375 TYPIClIL CORRUGATED SHEET VATERIAL: CS TYPE wivlOCr. SUPPORT V C40 THICYNES 095 NOTE xlNolocx INNDLOCKS STAMPED FROM A W GAl9- 1100R CURE STEEL (.75'1 V751 AND RNETED ID ALTERNATE CORRU IeNS WITH (2) 3/16' STEEL JAMBSTEELPOPRRUSSUpPORrEDBYA16CA. IN & itiEIOCD SFEEl CUIOE BRACKETBaer; uP PIAIE ON EXIV4R SIDE AtrACKET TURNEDEDlNcOFDOORCURTAIN, r. Bolt ... ... tR8 Refer to rest raped Humber USD-01-11' paled 07/13/01 s j. Oeors designed far 3O 1/11' POS./NEC. PSr ,Rnd load Maximum door sire 16'-f wide it 16'-0' high 1 MODEL 65 1-3O S dt. Nerve ARCIIITWI. A er rwG NUI®ER 651."-191 Fax:4076560580 Oct 30 2003 10:51 P.03WESTORANGELUMBER Rw R W Building Consultants, Inc., Cme md ftimmft Savim for do Bn wft 1admy P.O. Boot 230 Vabioo, n 3"% Ptioas 813.684.3831 PA Ie 813.684.3954 ZLama-Tm Corp. 108 ww" Read DOW, Dr46721 Pboee 219.868.5811 FwdmW 219,868.5190 CASvi vLj cAlA "— otiv aW4 MOM Dedpaadm C000tat8 m Somas Wood BdF Sled Dw (OPW) wall or waboat Side-111ft 1Mts;aaons Ovwm 1' ndmw Biro up to In x 09 vmw 04 affig Ca rtv<iem: X, OXO, XO. OJC. XS * 0=0 Cawal Danr%dm MW had andjob WC wood MNVmft4..r x 1.25" wft as dmodpd ab=i =m b=p thrabold Thedoorpaadssodtiddilapomkaro1.68" thik ad comat cl[wo 25 Wp (min 0.01r) hoed tiotts #oed to wood SWU ud zwk with a wathaoe vole. The gitioed siddibos arc t+aao0il b ieoeiae F," imlitled isrnpered lip life mserta marau d byTbm=a-'lea 1707. 4.3 $itoel7pr Dcor AastoAmbi* 1707,4,51lhr bra Dw A=Wbm) Too AaTm Eno U m Air grp j' 9. MCIOl• 2001 No, 41. 1 t004 0 01 741.IM:O L DoidM t.8. M 47929 TAB 307< FaoN IJi r Redo 14 NY R 7001 mw Dl 01. 741-11094.0 01-741.10=0 10 L !?oWeq p.8. M 42929 ARM Bpi W 1 I°eWh L Dahkik ft M 429'19 01 01.741.lamoAMIMAir' 96 3001 01 741.11004.0 7wWb L Dom P. B. M 42M MCI 01-741.196MTAa301Aa1tri+C, NY 7001 Z901 01 741.11004. 0 914741.1 0 1ow Y L I>old Ta X 4 9 p o A+Mt. 1.p.iNii AY/lmdI be*dkwdipm wbd m dads Raft Ratimm ldromovad Soiae DedBlp PressiateRXtimp X 7b 3V x 6'8 I + 67,00 -67.00 III 90db= X0 7CM7 Up ToX4a6'11 1 +60m -etlm 40.00 - 40.00 1 + 6D.00 - 4000 - 40.00 1 + 60_00 - IEWME on reverae side thdi Pirpe 1. Evskw8d bor one iA location sdbedtlp to Ik Mwida 8rrildlag C06 sod whm pnzmm rogyitaomab as dqampd by A7 irl6ai Wm Dedw1* fbr Boll ho and Odw Stroemras do sat otveed the design prnsmn ratings Noted 2. for bfll=W nsfi a whmV Mg mib`W* is less tbaa 1-iR btu OBC m dt m 1707.4.4 A hMp Metbods and ar socoaa< 1707.4.4.1 and 1707.4,4.2) singe diameter Tapoaa iypa c fete aa choms *"be mbediudd aw knob tsor . bo Mk* tort aImbimtrm1.1/4" dd w Tapama into t'o amt =FY waD is obtained. Florida Pla6eoiegal Bagiaeer . Seal M. 43409 April 22, 2002 Lyndon F. Scbmidi 19J06 Fmm * Laos Dave LIM FL 33558 1 WEST ORANGE LUMBER Fax:4076560580 Oct 30 2003 10:52 P.04 Tftr"wTNO O*nstrudbn Sr*a WOW Ewe OutIm SIMUpT'o804x6'8- s so Dip &01 S Or x When attaching Woke the o above anchoring applies. SEE SEE NOTE Dilro A' 110 19LA IDr t0 x V4 t0 x Y PFH a NOTE I M 8 rF?1 ws DEML ub' NOW 10 x /4 wm otwd*v ro wft pill N S duodboft pkdm to t!w S&ft Wes M'l i * um 010 x 2' Lq. PFW WS. xff ett 0-V ply saw& * Dew Ir n f x s t tM "vow lq. PFH WS. WAR +- 1sOtrs ce=j b dt ft 3- Z ca OE L or b• x4 x r s• 6- f i (NAIL •r k-I ws MIS X 2 1' PM ws A' 'u ALIJAfpVli STR/IGAL RETAIL 'E- A ACH 9TRf1GEASAS j E IT oL MLLTWUFOR (2) A - m?'s a(xr GEED -=710 BOLTS O® EHOT OlIrA t' 04OL 0H FOR A 2- BOLT THROW AL{ JApN(/Af AS11Wr4L ASTitACAL XASr7 µTHE 90L75 I 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, 347-69, 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 FOLLOWSs BEAMS ABOVE GRADE 1 SLAB ON GROUND CENTERED FOOTINGS 3'SIDES L 3' BOTTOM 5, WELDED WIRE FABRIC REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185. 6, ALL REINFORCEMENT SHALL BE LAPPED A MINIMUM OF 25' UNLESS OTHERWISE NOTED ON THE STRUCTRAL 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 SHALL COORDINATE WITH OTHER TRADES CONCERNING PLATES, ANCHORS, NOTCHES, ETC. TO BE PLACED IN CONCRETE. 12, ANY CONFLICTS BETWEEN STRUCTRAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PRECEEDING WITH THE WORK AFFECTED. 13, RBERMESH MAY BE SUBSTITUTED FOR STEEL WWM WH ly L) C c 01b 0 I0cs I D FOOTING NOTES: MARK FOOTING SIZE CF-1 3'-6' X 3'-6" X 2'- CF-2 2'-6"X2'-6'X2'-0' WF-1 1 12" W X 16" H SON OUT -TO -OUT OF CONCRETE 1 WF_1 CF-2 ; 6 CF- CF-1 F-1 NOMI SEE SHEET A-2A FOR SAW CLITI LOCATIONS L DEPTH I L` 3 NOTE -I SEE SHEET A-2A FOR VERT. I DOWEL PLACEMENT LOCATIONS 1 PERTAINING TO CEMENT BLOCK WALLSI 3 CF-2 I 1 CFj-1 I I WF-1 I ; 30'-0" 8' ROOF PURLIkr__l REINFORCEMENT 8' WALL GIR 5 0 60 O.C. 506'O.C. 5 CONT. ENDWALL COLUMN., 4' 3000 PSI CONCRETE SLAB W/ FIBER MESH OVER 6 MIL POLYFILM W/ EDGES LAPPED L TAPED OVER CLEAN COMPACTED TERMITE TREATED SOIL-,, 16'X12' 3000 PSI CONCRETE FOOTER W/ (2) #5--- -+-+-+ REBAR CONTINUOUS ON CHAIRS 0 4'O.C. MAX 3 HOOK (TYP TYPICAL SECTION CF-2 30'-00' GAGE METAL WALL SHEETING 314144 GA ANGLE FASTEN W/ VVDIA ul 1/2' DRIVE PINS 12' O G MAX x3'-6'x2'-6. 3000 PSI CONCRETE PIER WITH (4) #5 REBARS RID' D.0 W/ 3' MIN CLR CF-2 WF-1 30'-0" T I L 3 26 GAGE METAL ROOF SHEETING 8' WALL GIRT STRUCTURAL STEEL COLUMN POWERS STEEL POWER BOX LINTEL W/FILLED (1) # 5 REF DETAIL II WADE B 1-800-752-1730 BRANDON, FLORIDA) TYPICAL OPENINGS PER PLAN 5 REBAR VERT REINFORCEMENT IN GROUT r FILLED CELL LOCATED PER PLAN SHT B A-2A D HOOKED REBAR ON OVERLAP W/VERT REINFORCEMENT TED PER PLAN SEE NOTE 3/4' DIA ASTMA-307 STEEL ANCHOR BOLTS EMBEDDED INTO PIER 2' MIN (MIN 2 1/2' PROJECTION) off TYPICAL SECTION CF-1 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 FORMER 5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC. SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE L DEPTH TO PREVENT THE DISTURBANCE OF SOIL AFTER THE TREATMENT, 6. MINIMUM 6 MIL POLYFILM TO BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT RETREATMENT IS REQUIRED, 7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. 8. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPIING AND IRRIGATION ANY SOIL DISTRUBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED, 9. ALL BUILDINGS ARE REQUIRED TO HAVE PRE —CONSTRUCTION TREATMENT. 10. A CERTICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES L THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICE. 11. AFTER ALL WORK IS COMPLETED LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN ONE FOOT OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, OR OTHER CELLULOSE CONTAINING MATERIAL. 12. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. NOTES: ALL ANCHOR BOLTS TO BE 3/4" X 18" LONG BASE ANGLE TO BE FASTENED @ 24" O.C. W/ DRIVE PINS D,W, SMITH ENGINEERING FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 MECHANICAL ENGINEERING CONSULTANT 9909 WALLASTDN DRIVE-DADE CITY, FLORIDA 33525 PHONE# 352-521-0865 FAX# 352-521-0967 E-MAIL, zephyr27BQte.net ALL STEEL BUILDINGS-DELPHINI_CONSTRUCTION. INC. I PROJECT I GORDON STREET I FOUNDATION PLAN ADDRESS I MFOR1 FL ALL STEEL BUILDINGS COMPONENT S,INC. 1-0159 U.S, HWY 41 SOUTH' GIBSDNTDN, 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 6 COMPONENTS,INC. DRAWINGS INDICATE THAT ALL STEEL BUILDINGS 6 CONPONENTS,INC. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. WHERE DISCREPANCIES EXIST BETWEEN THE ALL STEEL BUILDINGS 6 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 6 COMPONENTS,INC. ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN ALL STEEL BUILDINGS 6 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 = FLORIDA BUILDING CODE 2001. THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT, ROOF DEAD LOAD: 3 PSF (ROOF PANELS 6 PURLINS) COLLATERAL LOAD: 0 PSF ROOF LIVE LOAD: 20 PSF ROOF SNOW LOAD: 0 PSF BASIC WIND SPEED: 120 MPHC3 SEC GUST) IMPORTANCE FACTORS= WIND LOAD: 1.0 SNOW LOAD 1.0 SEISMIC LOAD 1.00 OTHER LOADS INTERNAL PRESSURE COEFFICIENT= +/-0.18 DESIGN WIND PRESSURE FOR CLC a ROOF = +10/-33PSF DESIGN WIND PRESSURE CRC Q WALLS= +23/-25PSF ENCLOSURE CLASSIFICATION: ENCLOSED ALL STRUCTURAL STEELS ASTM-A36 EXPOSURE CATEGORY= B ROOF PANELS: COLOR: GAL VALUME WALL PANELS: COLOR: NEED COLOR CABLE= NEED COLOR CORNER, NEED COLOR EAVE= NEED COLOR FRAMED OPENINGS= NEED COLOR LINER PANELS: COLOR: N/A LINER TRIM: COLOR: SPECIAL NOTES: PHONE# 352-521-0865 FAX# 352-521-0867 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 PURCHASER: DELPHINI CONSTRUCTION,INC.:- PROJECT: GORDON STREET WAREHOUSES PROJECT ADDRESS: LOT # 8 GORDON STREET/ SANFORD,FL. JOB NUMBER: AS197 f i = 3/4" 1 2^ 'p, I I o P cnl 1 90 I III 3 1/2 u 8~ 1 1 / " EW 1 2- DETAIL A T-1 fP r 9O oV 3" JL IL3 1/2 EW See Plan DETAIL B Dio= 3/4" g a - T- OIO c iO I O 4.. 10" SW 2" 2" See Plan DETAIL C V Cr OUT -TO -OUT OF STEEL in, - n" H A 020 C T. A H. I HB B H r V C a L HHB V 2 B H n HA II a CI AH 1 1 14 1 12'- 0" - 12'-CC f 0" 30'-0" 30'- ANCHOR BOLT PLA NOTE: All Bose Plates ® 100'-0" V N ALL STEEL BUILDINGS DELPHINI CONST I PROJECT GORDON INDUST. PARK DEVLOPME TANCHOR BOLT PLAN ID AS197 DESIGN: DRAFT: CHECK V PROJECT BUILDING 15 DATE: SHEET 0. ADDRESS SANFORD.FL H IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES IV ENDWALL COLUIMN: MAXIMUM REACTIONS, ANCHOR BOLTS, BASE PLATES COLUMN LINE Column Reactions k )------- Frm Col Load HmaY.. V Load Hmin V Anc. Bolt Bcse Plate (in) Grout I Line Line Id H Vmox Id H Vmin No D(in) Wid Len Thk in) 1 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 i.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 i0.00 0.250 0.0 1 0.0 6.9 FRAME LINE ---- 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 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 • Frome lines: 2 3 NOTES FOR REACTIONS Building reactions are based on the following building data: Width (ft) Length (ft) Eove Height (it) Roof Slope rise/12 ) Dead Load (psf ) Collateral Load (psf ) Roof Live Load sf Frome Live Load t sf Wind Speed (mph Wind Code Exposure Closed/Open Importance - Wind Importance - Seismic 5. Loading conditions ore: 1 DL+CO+Il 2 DL+WLI 3 DL+WR1 4 DL+WRI+WS 5 DL+WP 6 DL+WL 1 +WS 60.0 90.0 1-60 1.. 0 1.0 1.0 0 0.0 20.0 12.0 120.0 FBC 01 B C 1.00 1.00 BRACING REACTIONS, PANEL SHEAR i Reactions (k ) Panel Wall-- Col --Wind--- Seismic- Shear Loc Line Line Harz Vert Harz Vert (Ib/fl) l_EW 1 B 3.5 2.8 0.0 0.0 C 3.5 2.8 0.0 0.0 F-SW D Brocing 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 u ALL STEEL BUILDINGS PROJECT GORDON INDUST. PARK ID AS197 PROJECT BUILDING 15 ADDRESS SANFORDSL DELPHINI CONST ANCHOR BOLT PLAN DESIGN: DRAFT: DATE: SHEET CHECK: 01 END OF BUILDING PLATE WELDED TO RAFTERi CORNER COLUMN 12 S. D. SCRETV SHEET ANGLE ROOF PURLIN OOR 0 o ENDWALL AMB 3AFTER ENDWALL BOLT, 0.5' COLUMN BOLTS, 0.5D' 0 o BY 1.0' BY 1.50' BOLTS, j 2" 0 0BOLTS, 0.50" BY 1.50" SIDEWALL GIRT ENDWALL GIRT ASE PLATE ENDWALL CONNECTION RAFTER PLATE PLAN ELEVATION CONNECTION ENDWALL COLUMN ENDWALL GIRT PLATE AG SECTION THRU ENDWALL RAFTER SHO", Tw wr Usm) ENDWALL RAFTER TO COLUMN C8 ENDWALL COLUMN TO WALL GIRT CORNER COLUMN TO WALL GIRT E6 BASE PLATE FOR DOOR JAMB CABLE ENDWALL RAFTER BOLT, TYP. 0.5 x 1.0' RAKE EAVE STRUT ANGLE 12 S. D. SCREW ENDWALL COLUMN BOLTS, OS' ROOF COLUMN 0 0 _ _ — x 1.0' (TYP) PURLIN 1 COLUMNFLANGE BOLTS. 1' I BRACE 75'x2.0 WASHER 0---- ON COLUMN 0 SIDE BASE PLATE CONNECTIONBOLTS, 0.5 PLATE RIGID RAFTER BY t.Cf RAFTER BRRAACEE PLAN ELEVATION WALL GIRT WELDED BOLTS5 5' eiYP) BASE PLATE FOR ENDWALL E7COLUMNORDOORJAMBF5 RAFTER SPLICE AT SURFACE CHANGE Cj ROOF PURLIN TO INTERIOR FRAME RAFTER H PLATE x 1.0 WALL GIRT TO FRAME COLUMN EAVE ENDWALL RAFTER T TO ENDWALL RAFTER STRUTEAVE STRUT SAVE STRUT EAVE STRUT BOLT, 0.5' DOOR JAMB ro 01 BY 1.0" I I CONNECTION L. 01 DOOR JAMB 0l I O PLATE 1 FRAME COLUMNCFO UMN0 SLT x ISo 1 o o CONNECTION PLATE O EXTENSION OF EXTENSION OF CONNECTION PLATE DOOR JAMB DOOR HEADER TOP FLANGE TOP FLANGE WALL GIRT SECTION ELEVATION SECTION ELEVATION SECTION ELEVATION SECTION 1 ELEVATION DOOR JAMB TO EAVE STRUT BOLTS, 0.50' BY 1.0' (TYP) J 2 EAVE STRUT TO RIGID FRAME 3 EAVE STRUT TO RIGID FRAME K 2 WALL GIRT TO DOOR JAMB DOOR HEADER TO DOOR JAMB ALL STEEL BUILDINGS PROJECT I GORDON INDUST. PARK ID I AS197 PROJECT I BUILDING #5 ADDRESS I SANFORD.FL DELPHINI CONST" STRUCTURAL DETAILS DESIGN: DRAFT: CHEC DATE: I SHEET C i SIDEWALL COLUMN COLUMN OR II f RAFTER WEB II BOLTED END PLATE o 0 J TO? BOLTS, SEE HILLSIDE II TOP FLANGE oilO DRAWING FOR SIZE. CABLE ' WASHER 0 0 II FAT O 11 O O o -INTERMEDIATE BOLTS, WASHER II WEB THE NUMBER OF TOP EYEBOLT L OR BOTTOM BOLTS ANCHORTGREATERTHANFOUR. SLOT IN WEB TO INSERT I NUT BOLTS BASE PLATE BOTTOM o 0 BOTTOM BOLTS, SEE HILLSIDE WASHER FLANGE o O DRAWING FOR SIZE. AND EYEBOLT I PLAN ELEVATION 0DIAGONAL CABLE, EYEBOLT END RZ ANCHOR BOLTS AT SIDEWALL COLUMN U3 BOLTS COLUMN FOR RAFTER TO CONNECTION ALL STEEL BUILDINGS PROJECT GORDON INDUST. PARK ID AS197 PROJECT BUILDING #5 ADDRESS SANFORD,=L DELPHINI CONST STRUCTURAL DETAILS DESIGN: CRAFT: CHEC DATE: I SHEET C 4 1'-11" i a 0 I 0 I N EC- i GIRT' LAPS 1 60'-0" OUT -TO -OUT OF STEEL 18'-10" I 20'-0' _I _ 18,-10" EC-2 EC-2 1'-1 3/-4"I 1'-1 3/4"I T'-1 3/4" T'-1 3/4" ENDWALL FRAMING: FRAME LINE 1 CBC104 CBCIPB CBC104 I I I I I CBC121 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Go. R - NEED COLOR r III 60'-0" OUT -TO -OUT OF STEEL I^ n 20'-0" 18'-10" RA f5mp I (F) 2 D8 G-1 Coal G-3 3 2 G-4G-2t: BA I co ex 2 EC-1 EC-2 EC-2 EC-3 GIRT 1'-1 3/4" 1'-1 3/4" LAPS 3/4- 1'-1 3/4" + 1'-1 3/4" ENDWALL FRAMING: FRAME LINE 4 CBC104 CBCIPB CBC104 O I I I I I CBCI21 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. R - NEED COLOR ALL STEEL BUILDINGS PROJECT CORDON INDUST. PARK n V1 ID AS197 V- PROJECT BUILDING 15 ADDRESS SANFORD,FL L%,-1 IVULIY IV —L EC-2 I ODC 14 17'-9 1 1 EC-3 IODC14 16'-2 7 8" ER-1 IODC14 29'-11 15/ ER-2 IODC14 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 CB03i3 26'-5 3/4" CONNECTION PLATES FRAME LINE: 1 4 ID MARK PART 111 2 91 3 g2 4 CGC3 5 h1 DELPHINI CONST ITENDWALL FRAMING DESIGN: DRAFT: CHECK DATE: I SHEET 0: m„ 60'—D" OUT —TO —OUT OF STEEL Emp 0 R 18'-10" 20'-0" 18-10" RA 0 00 1 N EC-1 GIRT LAPS EC-2 EC-2 1'-1 3/4" 1'-1 3/4" 1 3/47'-1 3/4" ENDWALL FRAMING: FRAME LINE 4 CBC104 CBCIPB CBC104 O 0 I N EC-3 I I i I CBC121 ENDWALL SHEETING & TRIM: FRAME LINE 4 PANELS: 26 Go. R — NEED COLOR r, ALL STEEL BUILDINGS d PROJECT GORDON INDUST. PARK ID AS197 PROJECT BUILDING R5 ADDRESS SANFORD,FL tl.-1 1uut'l4 ID-L //0 EC-2 10DC14 17'-9 1y" EC-3 IODC14 16'-2 7 8" ER-1 IODC14 29--11 15/ ER-2 10DCi4 29-11 15 G-1 81125116 20'-3 1/2„ G-2 8X25Z16 22'-3 1/2 G-3 BX25Z14 20'-8" G-4 BX25Z16 20'-3 ;/2;: CB-1 CB0313 26'-5 3/4 CONNECTION PLATE FRAME LINE: 4 ID MARK PAR ft1 2 gi 3 g2 4 CGC3 5 h1 DELPHINI CONST ENDWALL FRAMING DESIGN: DRAFT: CHECK DATE: I SHEET G SPL!CE BOLTS Splice Top Of Plate Bottom Of Plate Mark Ont Typ Dio Len Ont Typ Dio Len Sp- 1 4 A325 0.875 2.50 4 A325 0.875 2.50 Sp- 2 4 A325 0.750 2.00 - 4 A325 0.750 2.00 Sp- 3 4 A325 0.875 2.50 4 A325 0.875 2.50 FLANGE BRACES: Both Sides(U.N.) FBxxA(1): xx=length(in), (1)=one side A - L2x2x 1 /8 b i m GENERAL NOTES: NOT FOR CONSTRUCTION APPBROVAL ONLY 4" _ Golvolu emPlus 26 Go. PBR, 4'-10 7 1 12 I m m i• m 10 1 2" 5 PIECE MEMBER LENGTH RF1-1 W14x3D 17'-2 1: RF1-2 W16x26 28'-1 i RF1-3 W16x26 28'-1 1; RF1-d W1arin 17'-7 1 Sky Light 29 fo 1 2„ 4" t- I- 29'-10 1 2" 1'-0 13/ 1fi 1'-0 13/16" 4" 5 SP® 4'-10' 4' -10 56'-0 1/4- Clearance 60'-CF OUT -TO -OUT OF STEEL BUILDING CROSS SECTION FOR FRAME LINE 2 3 1'-1 7 n m 10" 12 0 N ALL STEEL BUILDINGS DELPHINI CONST I PBROJECT GORDON INDUST. PARK DEVLOPMEIITRIGID FRAME ELEVATION u ID AS197 ENGINEER: DRAWN BY: I CHECY PBROJECT BUILDING #5 DATE: SHEET C LOCATION SANFORD,FL 0I I 0 M 11om U Ln 0 0w 30'-0" r O" OUT —TO —OUT 0 30'—D" PURLIN 2'-1 3/4" i 2'-1 3/4" LAP 3/4" 3/4" ROOF FRAMING PLAN MEMBER TABLE 30'-0" MARK PART LENGTH P-1 1OX25Z14 32'-1 1 2 P-2 10X25Z14 34'-3 1/2" P-3 10X25Z14 32'-1 1/2" E-1 10E14 29'-11 1/2 E-2 10E14 29'-11 1/2 E-3 IOE14 29'-11 1/2 A E-4 11OE14 29'-11 1/2 E-5 110E14 29-11 1/2 E-6 10E14 29'-11 1/2 CB-3 CB0500 41'-1" CB-4 CB0313 1 41'-1" I Nz i I I I fV 1 V LIGHT PANEL c1; 10-8" 2) roN v ZG— 30) I N LIGHT PANEL 10'-8" 2) V cN ab O N I i N f I N v i I ROOF SHEETING PANELS: 26 Go. PBR Golvolume Plus ALL STEEL BUILDINGS DELPHINI CONST PROJECT GORDON INDUST. PARK DEVLOPME TROOF FRAMING ID AS197 DESIGN: DRAFT: CHECK: PROJECT BUILDING 15 DATE: SHEET Of ADDRESS SANFORD,FL E-4 10E14 29'- 11 1 E-5 10E14 29'-ll 1/. E-6 t0E14 29'-11 1 G-8 1OX25Z14 3l'-1 112' G-9 IOX25Z14 32'-3 112' 90'-0" OUT -TO -OUT OF STEEL 1 G-10 l0X25Z14 31'-1 112'' CB-2 CB0500 34'-11 1 ; 3 2 30'-0" 30'-0" EC-3 RF1-1 GIRT ` - 1 3 4' LAPS 1' 1 3/4- SIDEWALL FRAMING: LINE A 1 RF1-1 1'-1 3/4" 4 I oI 0 1 0 0 1 I iv H EC-1 Gutters with 5 downspouts) CBC108. GSTRAP CBC125 CBCIEC CBCICB o 1 b i b o o o b ii o b_ o_ 07 01 07 o_ o o o o o_ bi b_ o orn orn orn o orn rn orn orn o orn orn orn orn orn orn in En om o, o, En orn a orn orn in an in I orn 0 U I I I I L— — — — — — — — — — — — — — — — — _ _ _ _ _ —. CBCI21 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. R - NEED COLOR ALL STEEL BUILDINGS DELPHINI CONST b PROJECT GORDON INDUST. PARK DEVLOPME TSIDEWALL FRAMING ID AS197 DESIGN: DRAFT: CHECK: PROJECT BUILDING /5 DATE: SHEET OF ADDRESS SANFORD,FL 90'-O" OUT -TO -OUT OF STEEL 3 30'-0" T 30'-0" 2 30'-Y' EC-3 RF1-4 RF1-4 12'-0" a SIDEWALL FRAMING: LINE D Gutters with 5 downspouts) CBCI21, CBC121 SIDEWALL SHEETING & TRIM: FRAME LINE D ( iPANELS: 26 Go. R - NEED COLOR 1 0 is 0 I 0 i N H EC-1 UmU ALL STEEL BUILDINGS PROJECT GORDON INDUST, PARK V ID _ PROJECT BUILDBUILDING 5_ ADDRESS SANFORD,FL Uj-I DH-1 IVAZJI.I'll 1OX25C14 7-1 ICY ll'-11 1/2" E-1 10E14 29'-1 i 1/2" E-2 10Ei4 29'-li 1/2" E-3 10E14 29'-11 1/2" G-5 10X25112 31'-3" G-6 IOX25Z12 2'-6 1/2" G-7 IOX25Z12 31'-3" CONNECTION PLATES FRAME LINE D 0 ID I MARK PART el blL54e2 cl TRIM TABLE FRAME LINE D OID MARK LENGTH 1 CBCn 8 8'-2 1 2 2 CBCI17I 12'-8' DELPHINI CONST SIDEWALL FRAMING DESIGN: _ DRAFT: CHECK: DATE: I SHEET OF SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 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 27, 2004 Business Address: 363Gorden Street Occ. Ch. 40/Storage Business Name: AERO #8Industrial Park Ph. () Contractor: Delphine Builders Ph. (407) 830-7447 FAX. (407) 830-7429 Reviewed [ ] Reviewed with comment [ X ] Rejected [ ] it Reviewed by: Timothy Robles, Fire Protection Inspector4-- 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 t 1.5 Classification of Hazard of Contents — Ordinary, (only ordinary storage, no storage of flammable and (or) combustible liquids and, sasses). 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — Two pedestrian doors (storage structure) 2.3 Capacity of Egress — ok, no more than 12 occupants per 1 per 300 ft 2.4 Number of Exits — Storage only, minimal occupancy 2.5 Arrangement of Egress — — ok, 2.6 Travel Distance — ok, 2.7 Discharge from Exits — ok, q F D F D SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, .Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 302-2520 Pager (407) 918-0395 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 — NIN 3.2 Protection from Hazards — NIN 3.3 Interior Finish — NIN 3.4 Detection, Alarm and Communications Systems — N/N 3.5 Extinguishing Requirements — as per NFPA 10; Place three (3)> 4A60 BC ratedfire extinguisher inside protective boxes and mount on north, side of structure and south side of structure. 3.6 Corridors — N/A 4 Special Provisions 5 Building Services 5.1 Utilities — NIN 5.2 HVAC — NIN 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Not Required Monitoring: Not Required Other: NFPA 1 3-5.1 Fire Lanes — Not Required 3-6.1 Key Box — Not Required 3-7.1 Bldg. Address Number Posted and Legible — Required See blueprints. 0 it 0 DELPHINI CONSTRUCTION COMPANY General Contractor — Roofine Contractor TRANSMITTAL To: SANFORD BUII.DING DEPARTMENT Date: November 16, 2004 Re: Pre Power for 363 Gordon St Permit # 04-0000-1077 We request Pre -power for the above referenced building. We will not occupy the building prior to the issuance of the Certificate of Occupancy. 6 tv 1-,)C c. J C-7 /U 2)c t, P OWNER CONTRACTOR Aero # 8 Indu ark LLC Delphini Const ion f ' MY COMMISSION tDDE26909 EXPIRES: October 16, 2006WdedThNhbtiyPrbicUnds;r;, You Ken Delp T#ir BONNIE L MUELLER M`/ (:OMM!SSION 11 DD 126909 kf EXPIRES: October 16 2006 17OR R"', eonded Thru Notary Pudic Underwriters Ph. (407) 830-7447 Fa. (407) 830-7429 845 Sunshine Ln. Altamonte Springs, FL 32714 Licenses # CGC 017860 & CCC 056280 a Permit # tL,7 ,J0 Job Address: _Ale-1 Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION % c% Date: y/ 1 i2 Z'w 3c,r,i Lt i o Zoning: Value of Work: S Permit Type: Building Electrical -P Mechanical Plumbing Fin: Sprinkler/Alarm Pool Electrical: New Service —# of AMPS OCO Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lutes # of Gas Luics Plumbing/Now Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial—, ne— Industrial Total Square Footage: Construction Typr: # of Stories: # of Dwelling Units: Flood Zone: (FEM1 form required for other than x) Parcel N: (Attach Proof of Ownership & Legal Description) % ) ON'ners Natar & Address 14 r5 h r t%1 " / h h 4167 L _ Phone:_ Contractor Name & Address:lf —/ ) S n L3 V-7)1 State License Number:t on Phone & Fa: outact Person: (&*4 uA gya-bw phone: ffJ% Chit Bonding Company: Address: Mortgage Leader: Address: Archi ect/Eagineer. Address: Phone: Fart: 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 greet 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 goveriune ial entities such as water management districts, stare 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 7 3. Signature of Owner/Agent Date signature F Contractor/Age Date Print Owner/Agent's Name rim ntractor/A;gent:s N e l Signature of Notary -State of Florida Date t of Notary -State of Florida Date 04A;,° j'stc FLORENCE A. Ur Uii MYCDMMISSION # DDr Owner/ Agent is _ Personally Known to Me or C er kICnown to Me o Produced ID r 8dgddCedl 9i `ii ln6'aaC APPLICATION APPROVED BY: Bldg: initial & Date) Special Conditions: Zoning: Utilities: Initial & Date) Initial & Date) FD: Initial & Date)