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246 NE 92 St (10)4 ame PROPERTY OOWNER f Address I`�r l,7i si�l(� ` bU 7.CESI � 3 3g Home Telephone W r. S^/ _ , '1 t _ �7 Q I 4L ( Business Telephone 3 \ r- ' i irtp 1 1 Fax , )Ss t b3 C TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detacl9ment Other IC" 11ly :.Tt/111LliAM1iILA1 MIL i • It1 STR'UCT ONS - h ° e�foll o�� ng stej s ii%is be ta kr17? o o1l [ a ir a : 7 if i ' f o ` the'r t, a� j Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A'PPLI�CATION fit ` 1!'� I' ° I' "" "I "Ill ! I I'(If f i Job Address: PERMIIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 2 -as. 1 1 f Ktokiuu C� -F Apt. City Address Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information ARCHITECT Name License No. Address Telephone Fax PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection V escription of Work I _J Master Permit No. Subsidiary Permit No. PERMIT APPLICATION Zip . r I feak oning Linear Feet Square Feet ��,, Units Floors ue of Work 4 2- PM/ ^r Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 I �1 I'ORTA NT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosin a Contractor. Signature o Notary Pub l State of orida Signature of Notary Public - State of Florida Print Name S �rn to and subscribed before me thi SEAL: Personally known Type of Identification Produced: IDA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE SP RY P& © O: O e r .._. Wet' pr Odle ldelIPA �,Ntroa:L • t 7: Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: ELECTRICAL 1 I'I'I': Minimum Fee QTY. 'fYI'I'. Dryer QTY. nil:. Outlet, Appliance Q I y q 'nil.: 1 I I Service Repair I QTY. AJC Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Dishwasher Heat Recovery IIndirect Wastes Refrigerator, Comm. (p/PH) Relay Repair Temp Serv., Construction Vacuum Pump Compactor Disposal Low -volt, Burglar Interceptor Refrigerator, Domestic Roof Inlet Temp for Test - 30 days Water Closet Deep Freezer Domestic Well Low -volt, Fire Laundry Tray Renew - Temp Service Septic Connection Water Heater Demolition Drainfield, 4" Tile/Res. Low -volt, Intercom/Teleph. Lavatory Repair Circuits Septic Tank Water Heater New Dishwasher Drains, Area Low -volt, Television Meter Set (Gas) Service, Number of Amps Sewer Connection Water Re -pipe MECHANICAL TYPE Minimum Fee Q 'rvri.: Condensate Drain Q Y• T11)1.; Generator Q'I' T11'1.: 1 Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING T1'1'I AJC Condensate QTY. TYI'I? Drains, Roof QTY. 1 'rvi'I: Miscellaneous Fixture QTY. � TYPE 1 Q Soakage Pit , 1'Y. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon S i rinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Ice Maker Pump, Sprinkler Pump, Sump Utility - Sewer Utility - Water Discharge Well Dishwasher IIndirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply 111 11 111111 1 111 11111 11 1 11, 1 1 i. 1'111 111 1'11 111 ➢1111 1 111111111 1 Page 3 0 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE 5f 8,~. Zoning e dE� Electrical Mechanical '(-> 4'.i 0- / I. c:. L Plumbing Fire Public Works Structural Building Official ,l� ,mil �� /j /l/ Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review • . .. ISSUING OFFICIAL ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) aD $ z ( sq.ft. = x/1000 x 0.60) (¢.005 / sq.ft.) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 1I6,, DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Miami Shores Vfflage 10050 NE 2nd Avenue iifding ermit Phone: 305- 795 -2204 Permit Number: Bi2002 -754 Printed:4 /12/2002 Applicant: JAVIER REYNALDOS Owner: REYNALDOS JAVIER JOB ADDRESS: 246 NE 92 ST Contractor Local Phone: Parcel # 1132060133400 Signed: Legal Description: Contractor's Address: Permit Status: Approved Permit Expiration: 10/9/2002 Construction Value: $2,000.00 Work: LAUNDRY ROOM REMODEL (WINDOWS WILVE EXISITING SHUTTERS) Tree's '1 Page 1 of 1 MIAMI SHORES SEC 1 AMD PB 10 -70 W4OFT OF LOT 6 & LOT 7 BLK 25 LOT SIZE Fees: Description Amount FEE2002 -2167 Building Fee $110.00 FEE2002 -2168 CCF $1.20 FEE2002 -2169 Notary Fee $5.00 Total Fees: $116.20 Total Fees: $116.20 Total Receipts: $0.00 2"' '1 -.# If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Z (fNSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: JOB ADDRESS APPLICANT j` y4t4D S PHONE # APPUCATION . E kkotoev kd ch SHEET OF MISCELLANEOUS 5 rgEFT 2$‘/ CRITIQUE SHEET PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subf ect to cornptlanc. with alt Federal, State. Coc„ - ily. Vane rules tnd reputations. Page motes no responslbIllty tor accuracy offor results frost t.ase Gans. 2. Thls copy of plans must be w allaSte oa buiding site or no Inspection wtfl ba candocted. P1 gel. fre.4 sr //0 Ire 3‘ 6 P 41 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120652 62. COUNTY NAME MIAMI — DADE B3. STATE FLORIDA B4. MAP AND PANEL NUMBER 12025C0093 85. SUFFIX J B6. FIRM INDEX DATE 7/17/95 B7, FIRM PANEL EFFECTIVE/REVISED DATE 3/2/94 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N/A BUILDING OWNER'S NAME JAVIER REYNALDOS CITY MIAMI SHORES FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CER RCA if E Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION 02 -697 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 246 N.E. 92ND ST. PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) FLORIDA 33138 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number STATE ZIP CODE LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: I I GPS (Type): ( ##° - ##' - ##.##" or ##.#mil## ° ) I I NAD 1927 1_1 NAD 1983 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1_I FIS Profile 1X1 FIRM 1 ' Community Determined 1 1 Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IX 1 NGVD 1929 1 1 NAVD 1988 1_1 Other (Describe): B12. Is the building located in a Coastal_ Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes lX 1 No Designation Date: C1. Building elevations are based on: I 'Construction Drawings* 1_1Building Under Construction' IX '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 A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR /AE, AR /A1 -A30, AR /AH, AR /AO Complete Items C3a -i 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 Conversion /Comments Elevation reference mark used BFNC.H MARK Does the elevation reference mark used appear on the FIRM? IX I Yes 1I No ❑ a) Top of bottom floor (including basement or enclosure) 11 .20 ft.(m) a ❑ b) Top of next higher floor N/A ft.(m) O c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) o O d) Attached garage (top of slab) N/A ft.(m) ❑ e) Lowest elevation of machinery and /or equipment W v servicing the building 10 .11. ft.(m) ❑ f) Lowest adjacent grade (LAG) 10 . QX ft.(m) z ❑ g) Highest adjacent grade (HAG) 10 . 12_ ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) 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. CERTIFIER'S NAME ADIS N. NUNEZ TITLE REGISTERED LAND SURVEYOR ADDRESS � _ 555 N. S 4uRE DR. SIGNATURE C' t DATE 4 /3 /02 ( 305) P 865 1200 c . �� �1 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS FEMA Form 81 -31 JUL 00 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 1 -1 USGS Quad Map II Other: 4/3/02 LICENSE NUMBER 5924 COMPANY NAME BLANCO SURVEYORS, INC. CITY STATE ZIP CODE MIAMI BEACH FLORIDA 331'14 IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 246 N.E. 92ND ST. CITY STATE ZIP CODE MIAMI SHORES FLORIDA 33138 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 BM# N -568 LOCATOR,/ 3100 ELEV. 9,65' I I 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 El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. 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 1 -1 -1 ft.(m) I— I— lin.(cm) I above or II below (check one) the highest adjacent grade. E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 - 1_I ft.(m) I_I_lin.(cm) above the highest adjacent grade. E4. 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? I Yes I No _ Unknown. The local official must cert i 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, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS G4. PERMIT NUMBER COMMUNITY NAME COMMENTS CROWN OF ROAD ELEVATION: 9.15' ON CENTERLINE ON CENTER OF ROAD G5. DATE PERMIT ISSUED CITY SECTION G - COMMUNITY INFORMATION (OPTIONAL) LOCAL OFFICIAL'S NAME TITLE SIGNATURE DATE DATE TELEPHONE ISSUED TELEPHONE For Insurance Company Use: Policy Number Company NAIC Number STATE ZIP CODE 1 -1 Check here if attachments 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. I I 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. II A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. I__I The following information (Items G4 -G9) is provided for community floodplain management purposes. G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY G7. This permit has been issued for I I New Construction I I 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: 1 -1 Check here if attachments FEMA Form 81 -31, JUL 00 REPLACES ALL PREVIOUS EDITIONS B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120652 B2. COUNTY NAME MIAMI — DADE B3. STATE FLORIDA B4. MAP AND PANEL NUMBER 12025C0093 85. SUFFIX J B6. FIRM INDEX DATE 7/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2/94 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N/A For Insurance Company Use: Policy Number Company NAIC Number BUILDING OWNER'S NAME JAVIER REYNALDOS BUILDING STREET ADDRESS 246 N.E. 92ND ST. CITY MIAMI SHORES LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ##' - ##.##" or ##.#i,'### CERTIFIER'S NAME ADIS N. NUNEZ TITLE REGISTERED LAND SURVEYOR ADDRESS 555 N. S RE DR. SIGNATURE FEMA Form 81 -31 JUL 00 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVA OON CE iRTOF LATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION 02 -697 (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. I NAD 1927 1_1 NAD 1983 FLORIDA STATE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non- residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 11.20 ft.(m) N/A ft.(m) N/A ft.(m) N/A ft.(m) ❑ a) Top of bottom floor (including basement or enclosure) O b) Top of next higher floor O c) Bottom of lowest horizontal structural member (V zones only) O d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery and /or equipment servicing the building 10 .5Q ft.(m) ❑ f) Lowest adjacent grade (LAG) 10 .OZ ft.(m) O g) Highest adjacent grade (HAG) 10 .1Z ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm) Td va 0 , o E2 LL a E m zN 8 J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3067 -0077 Expires July 31, 2002 33138 ZIP CODE SOURCE: 11 GPS (Type): I I USGS Quad Map I_I Other: B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. II FIS Profile I I FIRM II Community Determined I Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IX I NGVD 1929 1 I NAVD 1988 I1 Other (Describe): B12. Is the building located in a Coastal_ Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes Ix I No Designation Date: C t. Building elevations are based on: I 'Construction Drawings* I_IBuilding Under Construction* I X'Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR /AE, AR /A1 -A30, AR /AH, AR/A0 Complete Items C3a -i 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 Conversion /Comments Elevation reference mark used 'BENCH MARK Does the elevation reference mark used appear on the FIRM? IX I Yes II No 4/3/02 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. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER 5924 COMPANY NAME BLANCO SURVEYORS, INC. CITY STATE ZIP CODE MIAMI BEACH FLORIDA 11119 DATE 4/3/02 ( 3 ) TELEPHONE 1200 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. B For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 246 N.E. 92ND ST. CITY STATE ZIP CODE Company NAIC Number MIAMI SHORES FLORIDA 33138 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 BM# N -568 ELEV. 9.65v 1 -1 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 El through E4. if the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_1_I ft.(m) I— I— lin.(cm) 1 above or 1 -1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I_I_I ft.(m) LJ above the highest adjacent grade. E4. 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? 1 -1 Yes 11 No 1 Unknown. The local official must certi 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, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY SIGNATURE COMMENTS 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. 1 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. L A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3.1 1 The following inforrnation (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued for 11 New Construction 1 I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, JUL 00 CROWN OF ROAD ELEVATION: 9.15 ON CENTERLINE ON CENTER OF ROAD LOCATOR# 3100 SECTION G - COMMUNITY INFORMATION (OPTIONAL) TITLE TELEPHONE DATE Policy Number STATE ZIP CODE DATE TELEPHONE j Check here if attachments G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE /OCCUPANCY ISSUED . ft.(m) Datum: . ft.(m) Datum: _I Check here if attachments REPLACES ALL PREVIOUS EDITIONS ,Mar 08 02 10:44a • Mii11■11- DA DE COUNTY, i'LC • • • • • • • •r\ • It(1i)ADE H AGLER Ut11t.l1N(; • -- •- --. —.1_� • • • • • • • • r —_- • • ••• •• •• sikiK,DilVe7CODE COMPLIANCE 01 ,mi:Tizo- t),,,t)i,: Fl.l \(iI.Fit I1(!I;.i :: Idh 11/4 11.1.(Thi...it STRUT. Si!i'f i !6,10 pr“.)PUCT CONTROL, NOTICE OF • f1 •• • ++**(•• ••• •• ,' In�lt. rI.OItn):\ 33130-'51%.1 �i �i� �• „• •• , . 7-2)t FAN 005) 375.29('•S I Industries • 1070 Technology Drive •• • • r+ ,� (3Q 17i.! PAX • � . 1 ('ON flt:1( :I OR 1:N1 0(101:.111 ? \" I'nt1YS((),\ (;0001 \75.2')(,(, I A (i0 <) '73.;�i(IS 1'11(1 "1' C(1. \1 r(UI nivI'il(.\ Your application for Notice of Acceptance (NOA) or ( S0 ,'75.2'102 r•l.c (w;)372.61 Series "Si Aluminum Single (lung Window under Chapter 8 of the Codc of Niiami -Dade County governing; the use of Alternate 11Ta!er i:1 ?s and "Types o'' Construction, and completely described herein, has been recommended fir acceptance by the Miami - lock: County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid alter the r-•xpirniion date stated below. BCC() reserves the r•lght to secure this product or material at any time front a lobsite er manufacturers plant for quality control testing. If this product or material fails to perform to the approved manner, I3CCO may revoke, modify, or suspend the use of such product or material immediately. RCCO reserves the right to revoke ;his [ipprovat, if it is determined by I3CCO that this product or material fails to meet the requirements of the South Honda Building Codc. Nokomis 1' I_ X42 The expense of such testing win be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0516.10 EX P1R rs: 09/30/2006 APPROVED: 00,00 /2001 SWT 115045000 11 pc 20 0011templa ;e;trlatiec acccpo'nce co .,er page.dot Intel net mail address: post ln; tster( u)l)uil(lin(;;:ndeoniitte.;nal • ••• • • • 0 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • . • • 3052355627 p.3 • • • • • • •( rO14 ■.1(1.:NSCNG Si:('I IU.0 Raul R drit,;ucz C'ltid Product Control i)Iv'i;;iu1 THIS Is TIIr COVFi2slIErT, SEE ADDITIONAL PAGES FOR SPECIFIC AND C ENE.R,A CONDITIONS 13.UiLb1NC COI)F• & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the I3CCO and approved by the 13uiidinc; Code and Product Review Colmilittee to be used in 'vfia(ni -Dade County, Florida under the conditions set forth above .1, Q;linlarr: R ,•,. 1)irect,,1 tvliaini•Oacic Count ii,ti;cfiag Codc Cutrtp!i.mce Ot'iee li on )age: ht( t):/; w5v%v.Luildingcnllconlil,c.'.•cn, c7 Mar 08 02 10:44a PCT Industries SWT • • • • • • • • o • ••• • • • ••• s • •S • • • • • • • • o • • • • • • • • • • ••• • • • • • • • • • • 0•S • • • • o • e s 3052355627 p. ••• • • o • • • • • • • • • 0 0 • • • • • • o e • • • • • o • '•' ••• • ;€1.:EP • Miset No. 01- 0516.10 •e • • - • S etitemlrer30. 200! Se Amber 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • •• • • 1. SCOPE I.! This approves <tn aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida I3uilding Code (SFI3C), 1994 Edition for Miatni- Dade County, for the locations where the pressure requirements, as determined by SFRC Chapter 23, do not exceed t c Design Pressure Rating values indicated in the approved drawings 2. PRODUCT JI•;SCRIPTYON 2.1 The Series "S11 4000" Aluminum Single Fitrng Window and its components shall be constn.c:ed in strict compliance with the following documents: Drawing No 2136, titled "Aluminum Singie Hung Window" Sheets 1 through 8 of 8 dated 04/18/01 and last revised on OS- 31- 2001, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division, These documents shall hereina_tier be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters) the installation of this unit will require a hurricane protection system 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERI1lI"I' REQUIREMENTS 6.1 Application for building permit 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 the proposed installation. 6.1.3 Any other documents required by the Building or the South Florida l3uilding Code (SFI3C) in order to properly evaluate the installation of this system !shag 1 aanda, P. Produc: Control Exa miner Product Contra; Di.isior. Mar 08 02 10:45a PC 1' Industries SWT • 00 • o • • • .•. • . • • 0 •. • • • •• •• • 3052355627 p.5 • • • • • • • • • • • • . • •• ••• • • • m ••• • • o • • • • • • • • • 0 • • • • • • • • • • o • • • • • 0 • • • • • • • • :..:rc:CEI I® N.:No.: •• • • • AA}'ROVh19° • • . • • • •• �° 5 rtttemhcr3U�g01 • • • •• • • • • • i4;$ SeLenthe, 30, Zt}o(, NOTICE OF ACCEI'I'AN( :F.: STANDARD CONDI'i'IONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original 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 following statement. "Miami -Dade County Product Control Apl: roved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not he considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and 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 automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate (*e a) and granted by this ()(lice S. Any of the following shall also be grounds for removal of this Acceptanca• a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement ofany product, for sale;;, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Mianti -Dade County, Florida. and falowed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shat; Le provided to the user by the manufacturer or its distributors and shall be available for inspection at tae job site at all time. The engineer nixed not reseal the copies 8. Failure to comply with any section of this Acceptance shall be cause fbr te:nninattion and removal Acceptance. This Notice of Acceptance consists of pages 1, 2 and this last par !shag 1 Chanda, 1'.f? Product Control t:xa inner Product Control Div lion ENI) OF THIS ACCEPTANCI'. 50/100so 444414 22106.0. Pildee ' 601.51.5. 60(5 (0 15.003(4; 20275 565 50.625 (A1 00003 (6) 63000(6; 76.0132 (6) P ' P 04 3 1 6 nos POS 50 4 i POS •-•3 T Iss• 40.123 (2) .136,00 5557 520,00 66.67 .13100 15.67 016.03 5447 .7341 1 5667 4 (2) .135 . 5947 435.00 56.67 .12400 16.57 4461 5467 54.61 4344 403.4,0 5907 26.500 22.005 (2) (21 -135.40 51.01 .111.40 110,47 -123.06 3947 41.11 5667 64.01 55 -115.00 5e.57 -125.00 50.67 .123.b1 56,47 41044 5647 -56.21 37.000 (3) •415.00 ���� � w ri .03500 56.67 -11444 56.67 40.44 50.67 05.55 60.500 . (3) 10540 •623.2.5 56.67 .103.04 --- 4941 56.67 -6004 64.67 .5504 56-150 (3) -135.03 -105.03 56.67 6407 .40.64 50.47 -03.00 5140 55-00 d r00 (3) .133.37 -01771 WALE se S& .75.12 55.67 .7021 50.67 .5547 -ss7 13.125 (4) 117.70 9.43 MAI) -4056 64.00 Gotte.44652,56,4_1 GLASS: als ANNEALED 1 7555 22106.0. Pildee ' 11414.04. OistgIn 215.000 (4) 30.375 OP 50.625 (A1 63 040 (6) 76.000 (0) 14 03 001 044 n.cs po., '*1 PP. 44 9 PCS .77.04 574.47 (2) .126.00 56.07 .120.00 56.57 .12500 14.67 44.45 1 54.67 24000 (3) .120.00 5617 .135. 66.67 -'2404 , 66.67 -66.65 56.07 -6404 25.542 32.000 57,000 (2) (2) 5.7) 120 00 ; 0477 .120.00 ! 54.6) .620.00 5467 •170.00 56.07 105.75 WV 42.11 5447 00.55 55.06 -120.60 55.47 .101.70 SA 67 40.04 56.47 - 70.90 ±- 5 - 4.67 44.41 51 -12000 56.57 656.40 56.57 .55.06 . 5001 4.3.000 (3) .120.07 - 5967 - 114.90 55.67 46.90 55.67 .655.00 56.57 -55.00 ) 36.00 .52-3+37 02.000 60 000 - 5.1. :31 ( 020.07 1 56.57 .151105 50.07 - 73.10 .61.50 46.57 .111.20 5907 - 1 50-02 - -ra,70 - 1 - 5 - 6Fr .1 - 1678 • 56.67 f _56.67 10.67 .53.90 - 47 .6C , 53.95. -40.00 I 44.04 i 47.0 - 4.1.15T - 1 52.10 n -6936 1 667 4. ± -n9.3. 1.46), ?6.aLle• t ! I '2 • 5 I CY ' - -- CCI•111. LI[ETiT.IG t maX, w1C31-1 53 :25" 0.&K. F(.10 LT L DRYUCHT OPENING 45.5' 4-- MAX viU41 0?Erich:r NON- 064PACi WINDOWS 1.) Tts r REpoR C,LAZING, MAXlv111.4 SIZE 2959. ..3/16' T(A4PERED. 5J.425 x 76.000 ) ;71 2960. 3/(6" ANNEAL i"0. 5,3. (25 c- 76.090 ' ) iflERS Al?C REQUIRED 41 ALL NSTALLATIONS ) Sr E 2 Cr 8 FOP SE.CTIOk OfT. Alt S J MAX. FIXED :..GE HEIGHT FRO! BOTTOM r- 4.5EET111:3 PA I. 37 5/8" 4 VEN( 03YLIGI-11 014,4INC l,_ASS 34.500' I --- , 23 ii- ---•-• ( 1 i.9__' .___t_ --- \ I , i afTE l 335 SIN _ 1 "Th , • ; ... : 1 ,., 9 N "-•, _1-- 3/7 6 CLAZ;Ni.; DETAIL C0 1...M/157151,LEt__55A, 5634.5. 46 TE150 60111I0,36I1VE 27010.5504 MOTES: •-pnelts 4166.61nor• 25,27as. .060 • 4,4 00505.0 c.sqin Lams 50 sec 00 CerteoPlAtHe 640N315 am 64254 ('.6). ARN 61306. • 1.) 44410 P,s••• 1.64,1 oft c255)2.-41/70 A214)7745 560 m02/4/ 7441 Rosmo. 050244.5 •3106 5110 tesews 05 1716 Tapc.504.101 2 cr..04.• ba uted 1:61.606 s1ffs• 5 46.51.66 5.00' - cc, 11en0 ••65640.... 404 0.40 oft 440136 1 024 elwe not r40. • • • • • • 14A3 444/46 span., or *6'.0 jam.. ape 30 s4 444.1 cHe • oli,„% • • xy.F.xt, L j8/31/1 =/E(.38A149\1 • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • FLANGED vii/ 3/ 1 6T C3F / 5, GLASS • • • • • • • • • AFF ftt.)%1L 43 (4111M.Y1OKI 54) 75 4 • lickfr.tf LCITA)A 6WrCIVIK • • 6 56 PI H / e • CIATV:c--- C Wak- Z uv tic.41,64 • PRODUCT COIMOt. OMI3.0.1 eutuoc tau 6:woo...Az (N54. /II)C■ I t • I t 051/ IN DUSTR1 ES I . .1 L.. 1_12r X, Pry :3 1A i v G(_ E HbAIG WNDOI 'TCP) 1:70 7 i.CHNOLOt:1 t) 804 7320 j f....F.;:n • , cturai Senel/P4-fei. • 2..] hoiows. r 34324 SH- 4000 T Si 1 0 8 72;5 • • • • • • • 3 al ■-• 0 Cr) CO • 03 • • 0 C.11 • ro • (a.) • • ui (ri 0) -0 DTE 2.129" ( 1 4 MA)( !LIGHT `Ir cECFION (J ) MAX. FED DAYLICFiT OPENIFC MAX. VENT DAYLI(_;EF OPJrJG 0Pd OPEN • VENT FIXED_ i ITF mAy. DAYLIGH1 OF' E Fit NJG Fc0PI70,WAL SECTION NON—IMPACT WINDOVP: • • • • • • • • • • • • 2.000" • • co el; • • • co e • MAX. 4 /10 'rf-I • — 0 • • • • 0 • • • • • • • • • • • • • • • • • • 12r.t '... • PAIE INDUSTRIE S ALUMINUM SING' HUNG WINDOW (7 —A) S LE CTION FROM SHEET EET 1, .3/6 GLASS 1 PE g3:r; 12 EO:t 1529 Scat, 1 _37„•„ c- i ..07U TEOWOLOSY 042./E 11.2.275 NOKOw“S rL 5477. - 4000 NT. 2 8 • • • • • • • •• • AT ALL :NS T ) TEL.,' R(PORT, , :TLAZIN0. MAX/MUM 5!ZL • • • • • • • 8.) FIL- 2960, 3/16' ANNEALED, 53.12.::, x 76 0:: ••• • • 4) f7L. —2959. 3/16 TEMPERED, 5.'1 '23 Y 76_0i): • : e e d•-P00,1:::::: • vairiAlrl 1 • : ° ° ° ° • • .) SHUTTEJ"5 ARE Rt..01.)/Ri-1) ALLA RONS • neP SeP3 • • IISCAfr•ROPOCUA-CArirty-C 6 6: oo E1: • : 6 :::c1:icc patx-r co•rac emso• Lo".., By ave. ACC 2 n1C“ 1 011: 1//8/0: • • • 3 0 1 0 CO 0 ■-• 0 41. CO CU i eri:, 4.2 J AT Alfe),7541: -- nt4.63Th55n14.14,17 ITI... 4 WI... 071420 tottroos.. 44.1904 76.000 53) 35.375 ( 50.425 1 23.010 6) 75.000 Mt 449 f 043 44 0 •....• otttl Poo .6 -54.79 P." 52.47 OE= -43.01 4.5 45.55 15.125 52) .75.03 o 5447 -7500 56.67 .75.00 1 50.67 76900 52) 45.00 1 56.57 -75-00 55.07 .74..1 I 44.47 .50.91 WAS -36.14 34.15 70.600 X, -75.00 • 56.07 -75.00 56.57 .70.00 ■ 5607 -69 -1.3.01 40 2 002 -30 '33.04 M wags 13.00 flJ 3) .7350 i 56.67 -67.44 4667 .67A4 1 17.2010 3) -80.00 r 56.67 ..56-517 5430 .49.60 49.60 0 43.70 .13.02 1647 -52.50 1210 -45.34 41.30 -46.20 4020 .34.00 46.005 (35 .72.00 54.07 -47.50 47.30 40.50 45.00 .36.74 35.1 -32.00 3640 56.67 -.J0 43.50 .35.74 55.70 .17.70 33,0 , 79:74 -23.00 - 777.60 2 77 40 51. ... 43.70 i ....SO 36.00 .20.70 ho. tot' IC At 431357" I _--1_ - - -- CC61‘ Of 36 F42. 0.54. - 100'4 53.)25' MM. IMO LIM 0,304 000045 45 lir -1 ott,_ Wto 0 :',07641C 46 115 -4-1 644. 5,000 37000 447 1103 O11. 04111 0385134 31 nOtt _C) - L- - CIEM11 387.te: 0.3. - - - - - -- - - 1--- - 642. 70140 11.) rof.6.7' '704 007700 01 6 046 .17 5/0" 461›. 5010 urt 06010177 4 74 500 530. VFW 0471.452r 2411512 T A) ra-195;,. 5111)5 W. 53. , 25 - T6.000 8,1 :I1-7953. DOLSLE S7PD77TA752 .ArANEAti 37 000 0 03.001)) 1; 52rjr/ER5 ARE PEOURED AS ALL WS TALLAT10r7.3 3 ) )sop Ao Ps, ARE NOT 4P.1 3 44:444--0401) COuNTT 4.. SEC Shin 4 Or e TOR STC'0'.' aCTAILS 644.4. VE•t 0 OrC143.1. 76 C.. Lts 7.4F,402_3±4 • 14_, 0.540. Lams .o• Contooluatht ansoysls 51.4 Goss 7504. 2370 04700. 3,1 7010155 0.144. lx.4.1552014 st C0m37.5032 4441,61• 454 VIsta■ 7.4 rnsatt4 3. . 4,4 03. 43 0 31 7.300. (• 12 stmt. noy to 4.4 04 a. 0 • • • • 5.; Anchors 5.00 maw- ht.. 4,ot0 coon.. 4.14 1.00 t.00v. s1. tot "'' .413 • • 10N IMPACT ViOIVOC/W5 • • • • 64, anchor 40.149 01 16 al Iambs wool 70 .0 Ott. woe 4■12, • ) 5E57 PEPO;ei Lit..4t.i3hOG /4AXIA1)u73 44 • • 0 • • • • 0 1 141, 1110.1.1 1,1 0(6,11 Ax 6011.71. Or *2.4.3146 112. Ile' --29,6 r7;1.--296.5 L /If Itobe, L. Cb,rk. 731 *19,1? /er 01455 47116014.47117 4444, •0414.- 10,125 771 64.000 PI 26.500 421 .7500 L 2. 3000 PI 37.0. OS 1 ; . ... - . t 1 9) ____(1.--- 8 CI 4.2iNG DEIAIL 274-A Ey, 02.352., asa w_.402..ro 25,5051 66-275 131 1 54325 MO ..000 1 O 4,- 0 5 041 0 :, - F., I 049 . oto 5 p pos .75.40 56.67 .75,00 : 36.67 -76.00 54.67 .47.40 . 54.67 -75.00 5667 .754.0 54.67 -75,00 56.67 -56.110 3661 -56.14 56.27 .75.20 36 67 I i° 4 St r> -r.a.sa so 6727 16.47 47.Ra 1 5447 1 .5 50.6> •50.60 5040 5 56.50 9.60 44.0 I -67 4 70 .006. ANAL> 515 00115: 0.7444.4. _375 C.,•55 aac r. K. le/.1 act.- 4/ 5.9/0 • • • • • • • • • • • • • • • • • • • • 2963 FLANGFD ./ W OSB CLASS nu, ALUMINUM SINGLE HUNG WINDOW (TG--.4) • • • • • • • • • • , tot 6.4 ,1 ,71 567404G 51 773' , c 17 1C.1 - 6; 107 1E,C.404C.CY C2R0/7. 0.0 RC+ s 5421"., mIK01.0S. 0. 14274 SH rAAA. S -7C 27_36 I A • • • • • 14 • • • 3 co ■-• - 4 • • • • • • • • • • • • • • • • w • • • 0 • • • • • .000 N . • • • • • • • %LI • 0. . fig 0 • U1 e 0 0 OK.UT.FLOSLWItl)wre000( Ul SUTF42 Cr) ere___I RI Kt,:ickicr COMM CAISON -.1 amtt•wG CCIOteXatRUMGE CT TICE ACCEPt4A,CE NO 4 C. 'f 1 6' 1 o - 0 MAX 71LIG:iT - MAX. FIXED LITE. / ---. N \ - --I 2.129" --- / -----N 1 J i --4-1 ------------'--\----" 1-----■ rz-v, „co- H- ., :I 3) ', SECTION 2 1 ) MAX. F;XT LITE DAYLIGHT 0: D''JGhT CPENiNG I - — fir i 4/ify ( INDUSTRIES -- MAX ;.' 0? ENING -- •••• • • f?1,ZONTAL 5.5 ITC ZION • • •••• • • • • • • • • o • • • • NON WINDOWS • % ) TEST RIJPQRI GLAZING:, MAXIMUM SIZE • • • • • • • • • • A) Fa -255 I , 1,/8" 0.0L/HLE S %PENG Ti; ANIVE14.L.Et... ;" 5 x o(tf,• • ,r7L- 2963, 7/B' DOUBLE TENGL ANNEALEO, 37. No 2 ) SHUITEPS ARE REOUIPEE. .AT ALL MSTALLATiONS • • a , • • • • • M AX. DA YUG H T O N G - VENT - • - FIXED LITE MX , e10 - 1■-1 F. K. ' 4/7 801 — "vacdp<or, 2.000" • • • • • • • E • • w • • 0 • • • C11 • • • • • • • • • r% • • • • • .2tvowz AS COWLING afr,-1 • CO 01 e. • =UN ROAM' $14.0213.4; cn E r r 1 54c.., PRocucr cokiwo, Divr.A014 st RERAWN — _ SECTIONS FROM SHEc-'=1 J, 1/8 CLASS ! Mk: 1_. P PE f7,9-12 IA UM/NL/P SWGLE HUfVG A'INDOL'y±r; ,C 7.Ecteuc-4 op, L P u0x 1,29 .0KOVIS NCIKCIAIS. PL 34704 SU— <COO Sedr,/ Sc...r NTS 4 8 27,36 • CO c0H>41;7'I6rK34LL173!3 G. *s.00htoL6o 4 71.7944 e3600w .1416 w:WO. h«g61 6.050 01 1 31375 1 .3 r 339 - L Pei 6.3-333 1 6100011 4 ..e9 Oo> 70.GW 10} 3.e. eel I enn f -„ 0+ f l 1.130 (23 -15.40 1 5667 - 75.00 • S0.0 . .40.50 .47 .40.70 46.70 .47.40 1 40.45 24.00: (7; .77,M : 56.67 .47.00 56.07 -55.10 65.10 -44.40 4 4.44 .3064 , 36.0.5 37.19 26.500 32000 (2) 1 •35.42) 0.67 t - 54 4470 • 56.67 - 36351 SO •w .41.90 41.90 .37 -19 I --- 40.70 r 5 . 07 -1 4 .74.00 . 400 -77-03 30 0.E .35.10 35.70 .32. - 0 ' 32 50 17.• 13 1 X 2 4 1 56.07 .3440 1 39.30 06.40 .31.10 3!.10 .2J.• 76.10 w 44.'0.75 15 5c" S ! 3 12 - i • 23237 i Cln q 43[[,'74, 13.3x. - - -_ ft 10' 1 wo. 4510 111. 00750.44* 05(0140 1 9.175 - 2372. :r..1 ('..97043 04- 06..4: :4.0.01 -_ -- .- -, w• 4019 37.3315)' :e•c LITE r,TG..• 74(o,sG 31.00" • -- T - 2340: 1t.1 007.3.07 earr,.4 .;1 009' ---) 15)0 1 .2! 5routVr OPf1MG 33.733' 4,0 KM 0331017 N94.0 70 750' ..Ax raft 4e? ss>i 0.1 Vf4'1 Y11.t.4 07(x10 51.75 1 raw (05 • 11UUG 0330 CCRCh. Of v.EOrc F4.•C 73 y0' 1 w, 1773) VC - ••e.. ran 937:37.4. K ,33 NON - ;:4'PAC r P @NLQAc 7 3... l7E.- {e?,', cLA IR(;. .44:Xr.404 511 4 r ?559, 2/,'2 31 S TPENG:Pr V::n'- 5 -2984, ., J2' 5:.`4GL£ ;IRO:COI ANNEALED. ) S:.NUEPS APE PEON/L.) AT ALL )RSTP4.L T PRCSS•JRES L'M)£R 43.. PSr /.pr •407 APPL;CA LE L•! 9.} `EL 5oFE1 6 0 7!373. SFXHO.w .` !I 2962 96 }tcScr(LC !;p0/ 513 7 70 7 /17' ..230 - - 771.7... 10.17 ( ) LC/4Q (0) 26.530 4.000 37.000 1/!a1A' -DADE COLi'47Y (23 .71_00 7 48.47 -SCAM (31 449.70 , 54.47 -40.00 (344 .4.3.70 16.47 40.000 (33 44250 50.67 44.000 (31 49.40 54.43 40.000 (31 .00 50,67 .55 so 55.40 /32 GLAZING 0E1 AIL INDUSTRIES 3.177,40 n «, ,1 24.000 (43 3447514 .y 9 705 I Po, 7 9. 00 56.07 -36.50 56.40 - 75. 5 457 -56.00 SiY 43101531 555 6h564 -a1.30 3540 .30.97 3190 .27.70 45. et 45.730 141 .09 047 .3470 ) 34.70 .33.0, ' 35.01 90.40 -33.00 33.00 43.00 .35.40 31.40 - 35.00 35.00 .1190 33.90 3030 .30.20 ■ .30.24 21.70 -26 70 3670 Ism - 23.40 I 21.40 Icef+n4n..nv4 ox4sY411 40735: �1.1 H400.., In 11 P_✓t:17iO34, 4L .o.�._��I 7007570( ; 3.) W. D... wad. 6377~ or C0momaw.• Ms 407 65615 7aW4 451• 71300. l a.) 77.I71 15, 1404 5 0606 62.61 e, C.e•nenmeun 7./7/y ,...4 W.f. fret 93.3anre. 44 1/00.4.31/00.4.3.3 e+e Ere fw 40 ', 43 30 .. 4.04 is " peon& 1x1213.4.•1 60 m 64 470 wee In.r. ed e1 ]••5• • • • I5.) 40Chv: 5 750' m,5. 6 64. rash •.'or...' -704 4.Oe ma... on 6.3744.. Ks. 0, meet,/ 303. • • L . v a6. a•..Mr 506.; 6, (7.505 n 6. 20 Mad End 4111 •••• - -0 • 3.7 r 45 /.7.0 • • • 7 000 , 70.000 • • • •••••• • •••• • • •e•• e••••• • • •• •• •••••• • • • • • • • • • • • •• • • • • • • •• • • • • • •• • •••• • • •••• 0 • et.PC$WC*S CO )5Hpy PIE • • 3001 FlAA"..A BYCDswe UR16 �r�Y>i' Loot' • 6Y (1 q t 007305)03 Coefra0 oty%saa( 8.14CRC (7507 eoort1,0 4k Of f1G( Kx.Cy3AHLt (.0 c 5 - IC rn.... i R ,e d . f.X. 7 .1,, &5/ -!/ ■ � Fe J 0 00R wni 6.o... e.. - __ 0, T r FK. sj )D /OS j FLANGED IN/ SS9 CLASS 4110: -- ALUMINUM SIN r; U NC 4'111DCIiv (rTC -A) s - ,;..44,1: 73...7 55745: 6'..i4 7;,.. !'F 339719 lG DF. p,0. 903' 1573. __ Sllu gm 31 NOr7345. 1-1_. 3 4775 �1)C.<mvs, t5 342(. SH -<D:O NT � 5 ' tea 070 10[70 q � . -__ _ ! � . 0 ___ -. • • j• • • •t••• •••••• ••••• • • ••••• •••••• • • (,) • 0 e••••• • 0 rJ 000000 (1) e • 3.r i (n 05 IV J — MAY. FIXED LITE 9 –1 2.129 1-- I -- 'v.r.c?.rif..AL SECTION H ) 2 0 ) mA J1T FA' GHT CIT'Et\Ilf\g; 11 ■ ( if L. PE PE 40471: FIXED LIE MAX. : E DAYLIChIT OP ChliNG INDUSTRIES HQRJZDN SEC PON •••• • • •••• • • • • • • • • • • • • • • • • • P-iON 'AliNDOWS 1 ) iES REPORT. GL4ZiNG. MAXL _SIZE r -- 2962, ...3/32 SINGLE 5 T.'-?E Tr; 4NNEALO,.7..51.•■ 25 D) f --2964, 3/32" SING!. E SW !!!. 000 2.) sHurrEPS ARE RE0(,'IRED :ALL LI4S-TALLAT;(./iv'S • !Re 4,6cte 8/31' REDRAWN r.K. ["%/; 8/0 1 C4--scop.o: I S,..estsieeel c TrcNot CA> tUv p.0 WA t2.1 1427,- WC 0)1.1S. i y41?, 4000 • • • • 2.000' • • • x 6 1C . 000 • • • • • • • • • • • I • • • c• • • • • • • •••• •• ••• • • e • •••• • Ooo • co Aszatkl.or.: Gaua:,.#c ee • • 9Coen FLOOaa.:31.W*12,19e • . C•TE---5I4"_._1/2i.11/7.40 • ey t • PgrAuG•.03NThcx OraSim pytawaG e! ouPtimEct ofria ACIEWSItia Ma STCTiONS FROM SHEET 5, 3732 GLASI- . A, , oy;mity siived E HUNG WINDOW (TC--A; -) NIS 6 "8 2736 I 5.4. %N..■ tke...., Alo , A r • • • • • •1• • • • (f) E —4 4-- .160 L 2.1 2..4: (. 1 ) 1 XTRUSION 4.12 -- — r 2 .062 .co - 1 1.369 t A 39 062 CC0 1.963 ,AM`r3 -.. tsge -"----- ASH T" XTRUSION RFFE A 11 T S T r--) 0 RTS: - - FTL - 2959, Fri_ - 2960, -- 295 ; F7 F7( -2953, E 2954 ■ 2.600 • E : 76 2.050 2.100 500 C IC:C , 7513 I (t 4 1.023 1 ' t--- - in 062 1.01C 0 , AHLARD EET!!\1 G RAIL I 1.8 17 SASH BC OM RAIL EVRUSION R,,bcrt L. Cla.k. }E .39312 Str.ct1.3,11 ITEM DESCRIPTION 1 2 3 4 6 7 8 9 10 71 12 13 FL4NCED FRWE HEAD FLANGED FRA17E sPa. riAtical TRAmE JAMB FiX.Er: MEETING RAIL SASH TOP RAIL SASH 857TOM RAIL SASH SIDE RAIL SASH SroP SASH CART INSERT ( L. H. & R H.) , q w S / M t E A F SWEEP !ATCH 14 (8 .625 PH10.12- STE.AT :-[ED 5775 SALANCE 16 wEATH It ERS .18 7 .270 riN 61062 7? WEATHERSTRIP, .187 .200. r/N 5%519 18 8ALAWE TAKE—DUI CHP 15 SILICON GTAZ IN^ SEALANT' 17 2 1 Li4i 62899 20 SSR 3/32 ANNEALED 6L.456 21 OSLO 1/8' ANNEALED CLASS 22 S513 lc 098 GLAZING' 8E-4D 23 J/16 ANNEALED CLASS 24 3/15 T94PE -9 LA 33 75 JMS CiA2:VC BEAD I 65.199 26 8 l00C CIAO 1 PEAD SUS 7e;Fo 27 1 x 1 5' Of'fiv CELL F OAR PAO 28 SCREEN ASSEMBLY ( SASH SIDE EXTRUSION - - Oro., 4tte, 62703 52704 62 705 6.534 52 ! 026 L 562 ili 157 .050 PCT VENDOR 6063- T6 ■ 6063- r6 6063 - T6 6053-26 6534522 6063-16 6534523 6053-16 6534524 6063-16 66387 5063- ,±2 PGT 7834PA SPENCER 0H = 6TP242 TEAM P1AST1CS 71095 ! LihviA PRE 129 Ckc.MV.; 7358 SPENCER OR = CAL E! WELL PLASTIC5 Sr a.,17' CALDWELL DOW. 99 OR 6811A1. ... .. • • • • • • • • • • 10?°R0 W•1 • • • erk SZ IROGIRT COMZROL oNtsoN trAE e0WPCIANGE CIFILE PROFILES & PARTS LIST • • • • • • • • • • r579'9-16? • • • • • • • • • • • • • • • • • • VENDOR # 534521 534522 53452 3 534524 Ar -6387 28 -249 P92.2I4.XX tro 18/3)//lFe913RA.vi1, 4/ i 1 !67526— 76/ • ALUMINUM SINGLE FiDNG V/1 V/ ( TS -A) 54.4,1.44es F.ccat Tett' I07n 7:.C.INOtOCY ()Fmk P.C. OOF 52 - 2 7 .3 t moKows. 3,2 7 r,* ourS. 342:4 4G00 N 8 • 65200 FLORIOA . ._SCRSEN -. o -.•-•-•-• • • • Ft 96204 1 F2.7.1. E EN 07? -11, 05.200 • • SPEA?C' 9.T . • • ••••••• • • • • 11 — • •-••-• • • — • .• .0 • • • • • • • • • • • • • • 0 0 0 • • -a TYPICAL /HEAD CONFIGURATIONS 171 1 1 t 1'✓GCCi • "t . • 1.250 3u•^x t I \ "- tt 1 7 — �T SIFX. J/ 6 _Xr•CJN AX !- NCOD 1 25,0 11 P44 OR 142 Pkei-IFJu7 •; Pt EAC : :C( ;£ ST Ri1 FrL • 29:9. rTL - o !1: -<96 :. F71. - 2962. 97 - 2_ ^E3 F71. ?9e; It L!CIaIY. PE. ArICHOPS An ^f (; S'RL w.0 0? 3j :6 11200'_ (j'2 S_Rcr., M =Y 9c 4.154:0 1/6TEAD) P}: a39712 a r A OC4160 5 ,.uX ^l_,1J i S5 6.40, COP./:FN Alit) 5 W,x•.:i /,/ JN B: Er, SIDE JF ea BTU:: Ra5'rur; a,�l - er4C. +CR SP461r44; Or ': A r .,ye5 -.• L 0 2G - A "CAD :.NO 0 TYPICAL SILL CONFIGURATIONS TYPICAL JAMB CONFIGURATIONS 1.250 3/1 7A2C0. - -� • t ` / I • 25c - — 1 W000 d ;0 0? f 2 PA ?L42 a IC 7 (r »,10; :r, • 9" .' O. 009 1574 ' ".••,,•. -0•.. I .• ^ -Jwr _- 0. ;.27: r:O.OV", FL '<274I SH 4000 --1 1.250 rO � • _ — 41 . V •- • -- / • •• • i�• • • • •. e .[SO ---! •--- • t •, "•'COD • • • • MAX • • • • • • • • 1 .. :a &...1rr. 4...s.a.u: ••• • e O •••• • • • • • • •• •• 1 00,-1 ef r.K. 4/1E/0 a w:aro•. I ANCHORAGE DE7AILS f r+ie: j�.LiJMii.rhM SINC:LE ii'JNG WINDOW (TG —A; I s . { _._.. N.. �, •.. S C w r3 7 • • • • • • • • •• • • • • • ••••• • • • • • • • • • e••e • • • eases: snuM Maas6lli A•r.,.vp OA r TA hr. )., 0r lSt,� C-44..A— Pr9COVcr CONTRCX Or25<014 ru 1t oeooE COwtIAV MACS "C=FP1w,C€ NO. O l - 05/ 6- /a 0 01 to 0 0, This Proverty c3oscribed a s Lot 7 and the West 40 feet. of Lot 6, Block 25, AN AMENDED P1,AT OF MIAMI SHORES SLCTION NO. 1, according to the plat thereof, as recorded in Plat Rook 3 0 ; Page 70 of the Public ;Records of Dade County, Florida. Note Underground encroachments and utilities if an y.- I10t located. Fence ownership il`% visual means only, legal ownership Ilot determined. FLOOD ZONE: . FLOOD INFOF:MATION : Community No..: ::0 E,5 Pane_'•. No.. 93 u . -i <: J Date of F.1.i <.r:.. ?:lase Elevation: tot available Certified T. . Title, Inc., Attorneys' Title Insurance Fund, Inc., Reynaidos ; t! avier and American Trust Mortgage Corporation, its successors and /or assi'_ms. Not valid unless embossed with Surveyor's Seal. A BOONDARY it H \ (s 1 beret's remit: that the tune\ repre- sented hen'un rnt the mnuntunt tee hnir.el stand.uds set turth by the Board nt land SLIT \e•tun m rhepu•r h1(,17 - 1 J•AdtSrini rau\e ( puJ•u_uu to se\1■r. 472 . 11.1 Ntatu M. 1 t46 are nu 1•rtl rnae •' 11'rlr , 11 \1 •Ill\ appe. •tt; ..r. the 1':..t y ( , tin•. d.. .t. h. r. item,. II Kes; e p o u h c 0 0 0 0 0 �ic .t, $ T 0 0 0 0 PROPERTY OF: h4vnaldos, Javier, 246 N.E. 92nd :street Miami Shores, Florida Office address 159 .Alcarar Avenue. Coral Gables. Florida 33134 Mailing address: P.U. Box S61131. Miami. Florida 331;6 - •e• � . 32 ?. DAZE SCALE / e/Esv/r(s_/Z /'_ ...v/5 5/, G SA7701/ ,IAP �2 7 tC 451wd4( " / /V © F �tiUild mil' /�o e c ?7 kr L/,le Clear Cgtcxicf- f nrW lP/7 33138 LANNES and GARCIA, INC. ENGINEERS - LAND SURN.EIORS - LAND PLANNERS (305) 666 -7909 (305)523 -8663 DRAVA,N NW 0: 0: W H . 3. O' 2 to 0 z• 6 • t)RWG. NO 37089 • N NI _YE , /7• 1 Chichi,' ��/ ? Q /067,40' (") /3o_ 26)" (e) d '?F Not valid unless embossed with Surveyor's Seai A BOUNDARY 1 hereby rettitr that the sun el repro• settled hen•un meets the nwuntunt ter hne,d stand.itrh set torch by the Board ut land 4rnesnn tn rhdpter b1(,17 -6 I Itet t . r 1rfrini" tdtno ( ode 1nU,12 Inr ter 'reyfiur 472 _ . 11.1 ' Iyvf are no ent rude uirt 01 erldl• i•asentr•nh app. % ne i m I he I ricer rh.u1 •hr r: h■•rr•;n n \n 327. %UESI/n45 - 5 PROPERTY OF: hevnaidos, Javier, 2.46 N.B. 92nd :street Miami 90 • tGS. ;O:A.• ENGINEERS - LANE) SURk El' ORS - LAND PLANNERS Office address 159 .Alcazar Avenue. Coral Gables, Florida 33134 Mailing address: P.O. Box 561131. Miami. I-lorida 33156 DACE (305) 666 -7909 (305)523 -8663 1)RWG. NW 37089 This property described as: Lot 7 and the West 40 teet of Lot 6, I3iock 24), AN AMENDED PLAT OF MIAMI SHORES. SECTION NO 1, according to the plat thereof, as recorded in Plat Book 3 0 ; Pa9e 70 of the Public Records of Dade County, Florida, 0 0 0 0 0 0 A° 0 Note. Underground. encroachments and utilities, - if any, not located. Fence ownershin by visual means only legal ownership Ilot determined. F1,OOh ZONE: FLOOD .;:N1 O,: ATION;. Community No. .L 1::065 Panel No.. 93 u .1'i.•.: J Date of F.:..; <. . ; 3• .' °44 •:ase Elevation: Not available Certified 1o. .",t:nrise Title, Inc. r Attorneys' Title insurance Fund inc., Revnal-dos . r! ivier and American Trust Mortgage Coroo ation. its successors and /or assi , s. 0 0 0 000 SO/ ' l N • /S`� % lr7 J CJ -, �Lr `i 0 000 L cGAT /O,Y 4 4175, -9 /Sf ,57, fO il /,q P/P fz (J�7e z2 / // /o e Ccr7fe,° C /eor Co /ic /7cf F/ / 7 CL, Cc/7c, /3 /ii/ Bights �f/ 0 .. co- 0 .z 0- z 6 0 z• • 0 BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795-2204 FAX (305) 756 -8972 1 q F CE C it i 1 7? WLA.100\/Q ( VI/ceme/Q 1-- Wt ) 1-itto 0q2-Sentec"r, M.L. -)L 6Frwipo. 14vr2_ ii 7rip, ',// .711 I` PE 9', MIT APPLICATION FOR MIAMI SHORES VILLAGE Jo 2--40 (1\\F---2(R2-°g1110-Tax Folio Historically Designated: Yes 7F-A.1)41 Master Permit # 4� Owner's Address 2 O 2- 51 Phone •S.N ` Cl0 - 70 q Date Legal Description Owner/Lessee / Tenant Contracting Co. ( \ /A (E L . . Address Qualifier SS# State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIIGN WORK DESCRIP'T'ION F �� Square Ft. net-, WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAELUy' ; E TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFB IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance wi all applicable laws regulatin: co ..truc r ' •)n and zoning. Furthermore, I authorize the above -named co actor o the work stated. ,.m.iir J ► 2 ___ Si ture of • !, er 71d/or Condo President Date .f .ntrac or or Owner- Builder Date Notary as to Owner and/or Condo President My Commission Expires: 7 FEES: PERMIT RADON Date Estimated Cost (value) Phone Notary as to Contractor or Owner- Builder My Commission Expires: NOTARY BOND Date TOTAL DUE J APPROVED: Zoning Building ,/� ' 17' l / Electrical Mechanical Plumbing Engineering 5/ad 44/- 6 0 1 7 J03 S :: _ . kellez.445 - 2 z& A/ DATE: V///9 7 TYPE OF a = _'•.v: 3 `r: CODE SEC :ON / 2 3 , ?AGE LOCATION Rafe /off' ,iee pr»I. 4tpv /• p% d oeo Vi La; 61 ?'c' ✓1 % Su �J rr»; hLeo( 7 )2ezec Frees r1� ✓►� // Gt- SfJKry o e rl ,S /Low de J4. l < o 1H � e (4; a.f Fr y1asS wdi e ce : T = -- r = - = BtJ L rNG DEPA2= P - _ 2 -' :ON S ..._ LT w<44 CO iii =s ra d J 4rnta-1 A - /1i S L.I./ 7 m 1 e,..w.t y/4ss is 44774 cd ple ). o d• i e 5 ,J1-149 .5 44.11er. s 4 4 - 4 ' 6 4 4 '1/ A-K a y - o 44 criers Mes e YS rer- "r-e re; 1.1 /-tal- 51de 2 x 4 P-T b 4.s. c /. ia- slevier 51 3e 1ev j Tbi c,ev -r �e . le) if/Lai k1ez4} 5/ar -rn /k1efs Doors avcy dote &A-Ls/5. %Tv fikykk Progressive Glass Technology ACCEPTANCE No. : 94- 0824.06 APPROVED : EXPIRES : June 30. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS Impact Test PA 201 -94 MODEL DESIGNATION: Cyclic Wind Pressure Test PA 203 -94 ANSI/AAMA 101 -93 SWD -R60 Series 101; Out - Swinging SFBC 3603.2 (b) Aluminum French Door Dade County Approval # 94- 0824.06 Expires: June 30, 1998 OVERALL SIZE: 5' 11 7/8" wide by 7' 11 3/4" high by 3" deep CONFIGURATION: XX No. & SIZE OF PANELS : Two; one active and one in- active; each, 34 11/16" by 93 5/8" high. WEATHERSTRIPPING: Single pile with integral plastic fin in each panel top and bottom rail on the exterior. Single Q -lon flap at in- active panel lockstile and at interior side of frame head, sill and each frame jamb. Single Q -lon bulb at exterior side of frame head, sill and each frame jamb. OPERATORS & LOCATIONS: Three point lock system concealed within door, each operated with a metallic dead bolt lock at active panel lock stile, 39 1/2" from bottom, with thumb turn operator lock on the interior. One manually operated concealed throw bolt at top and bottom of inactive panel lock stile. One lever type latch at active panel lock stile, 35 5/8" from bottom. One butt hinge at each panel jamb stile, 6 1/2" from top, 8 1/2" from bottom and one near midspan. GLAZING MATERIAL: Dupont "Sentryglas" composite 3010, which is composed of a combination of .030" of PVB (polyvinyl butyral), .010" PET (polyester terathane) and an abrasive resistant coating with 3/16" annealed glass. GLAZING METHOD: Exterior glazed using a 1/16" thick silicone adhesive compound and an aluminum rolled glazing bead. Gil Diamond, P.E. Supervisor Product Control Division -2- talots44,400(peikict_ Progressive Glass Technology ACCEPTANCE No.: 94- 0824.06 APPROVED: EXPIRES : June 30, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SASH CONSTRUCTION: The full perimeter of the sash consists of a hollow extrusion 1.750" x 4.100" x 1/16" wall. The head and sill are connected to the jambs with a 3/8" piece of all- thread with a nut in each end for torque adjustment. FRAME CONSTRUCTION: Equal leg type frame. The unit uses an interior sill height 1". Main frame of Outswing Aluminum Door consists of 1.480" x 3.000" x .062" wall hollow tube extrusions for jambs. The head is a U -type channel 1.479" x 3.000 "; the sill height is 1 ". The jambs are fastened to header and sill with 2 ea. #10 x 1 1/4" s.m.s. at each intersecting corner. TEST UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) ASTM E547/E331 AIR INFILTRATION @ 1.57 PSF ASTM E283 ( <0.37 CFM /FT2) FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) LARGE MISSILE IMPACT SFBC PA 201 -94 • o CYCLIC WIND PRESSURE TEST +78.0 PSF SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST -78.0 PSF SFBC PA 203 -94 NEGATIVE Design Pressure Rating (Positive) Gil Diamond, P.E. Supervisor Product Control Division TEST LOAD DESIGN LOAD +90.0 PSF +60.0 PSF -90.0 PSF -60.0 PSF 15.00 PSF +100.0 PSF 0.009 CFM /FT2 MTL -16140 SATISFACTORY SI -00004 +60.0 PSF -60.0 PSF +60.0 PSF Design Pressure Rating (Negative) -60.0 PSF APPROVED : • • -2a- Progressive Glass Technology ACCEPTANCE No. : 94- 0824.06 APPROVED : EXPIRES : June 30. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS INSTALLATION: SCREWS AND METHOD OF ATTACHMENT: SILL : #10 x 2" FH SMS at a max. of 6" from corners and 20" apart. HEAD : #8 x 1 1/2" RH SMS at a max. of 6" from corners and 15" apart. JAMBS: #8 x 1 1/2" RH SMS at a max. of 6" from corners and 21" apart. Note: Please see note #11, Page 3 A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. TYPICAL ELEVATION: Gil Diamond, P.E. Supervisor Product Control Division - 2b - Progressive Glass Technology ACCEPTANCE No. : 94- 0824.06 APPROVED : EXPIRES : June 30. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS COMPARATIVE ANALYSIS: Gil Diamond, P.E. Supervisor Product Control Division - 2c - Progressive Glass Technology ACCEPTANCE No. : 94- 0824.06 EXPIRES : June 30, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approval applies to single unit applications only, as shown on page 2b. Units with dimensions smaller than those shown on page 2b shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted thru comparative analysis approved by this department. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. This revision supersedes Notice of Acceptance No. 94- 0706.01 dated July 11, 1994. Gil Diamond, P.E. Supervisor Product Control Division -2c- WiArporay,, Progressive Glass Technology ACCEPTANCE No.: 95- 0515.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT s arilv Fka, 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation PGT Aluminum Tube Mullions. To be used to support only Windows and Doors with a current Notice of Acceptance 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: 1" x 2" and 1" x 4 ". Material is aluminum alloy 6063 -T5. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: 2.2.1 A top- and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture Window units mulled together using 1" x 2" alum. tube mullions with and without steel reinforcement. Overall dimensions: 9' 3 -1/4" wide x 9' 5 -1/4" long overall. (FTL -1161) 2.2.2 A top- and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5/8" high Fixed Glass Picture Window units mulled together using a 1" x 4" horizontal and 1" x 2" verticals alum. tube mullions, with and without steel reinforcement. Overall dimensions: 9' 3 -1/4" wide x 7' 3 -3/4" long overall. (FTL -1164) 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2 Mullions are to be used only to support Windows and Doors, with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 60" max. for Type B (1" x 2 ") mullion. 95 3/4" max. for Type D (1" x 4 ") mullion. 3.4 For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" for each mullion size Type B (1" x 2 ") mullion and Type D (1" x 4 ") mullion on Sheet 1 of 3, Drawing No. M95 -02, bearing the Dade County Product Control approval stamp. • • 3.5 For anchoring condition, see "Anchor Load Chart" for each anchor type (A, B or C) on Sheet 3 of 3, Drawing No. M95 -02, bearing the Dade County Product Control approval stamp. Manuel Perez, P.E. Plans Examiner II Product Control Division -2 Progressive Glass Technology ACCEPTANCE No.: 95- 0515.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIVIC CONDITIONS 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. 4. INSTALLATION: 4.1 Vertical or Horizontal Applications: 4.1.1 "T" Type Anchor (Used on Mullion to Existing Structure Installations) One 2" x 2" x 1/8" x 2 5/8" long x 1 -3/4" wide (far 1" x 2" tube) or 3 -3/4" wide (for 1" x 4" tube) aluminum T -shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four #10 FHSMS, two on each side for 1" x 2" tube, OR using five #10 FHSMS, three one side and two the other side for 1" x 4" tube; and the flat leg anchored to a 2x wood buck using two #10 FHSMS (for 1" x 2" tube), three #10 FHSMS (for 1" x 4" tube) x 1 1/2" min. embed and spaced 2" apart minimum; or with two (for 1" x 2" tube), three (for 1" x 4" tube), 3/16" x 1 3/4" Tapcon directly into masonry with a minimum embedment of 1 1/2 ", as shown on Section "Anchor Type "A ", Drawing No. M95 -02, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.2 "U" Type Anchor (Used on Mullion to Mullion Installations) One 2" x 5/8" x 2" x 1/8" x 1 -3/4" long (for 1" x 2" tube) or 3 -3/4" long (for 1" x 4" tube) aluminum U -shape clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 2 clip angles) with U legs, using four #10 x 3/4" FHSMS, two on each side for 1" x 2" tube, OR using five #10 x 3/4" FHSMS, three one side and two the other side for 1" x 4" tube; and the back anchored to an aluminum cross member using two #10 x 3/4" FHSMS (for 1 "'x 2" tube), OR three #10 x 3/4" FHSMS (for 1" x 4" tube), as shown on Section "Anchor Type "B ", Drawing No. M95 -02, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.3 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Manuel Perez, P.E. Plans Examiner II Product Control Division -2a- Progressive Glass Technology ACCEPTANCE No.: 95- 0515.03 APPROVED: EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion can be installed as part of an impact resistant unit. Manuel Perez, P.E. Plans Examiner II Product Control Division - 2b - Progressive Glass Technology ACCEPTANCE No.: 95- 0515.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED RESULTS TEST • TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE +50.0 PSF +50.0 PSF AT DESIGN LOADS FTL -1161 FTL -1161 SFBC PA 202 -94 POSITIVE (VERTICAL MULLION) UNIFORM STATIC PRESSURE -50.0 PSF -50.0 PSF AT DESIGN LOADS FTL -1161 FTL -1161 SFBC PA 202 -94 NEGATIVE (VERTICAL MULLION) UNIFORM STATIC PRESSURE +30.0 PSF +30.0 PSF AT DESIGN LOADS FTL -1161 FTL -1161 SFBC PA 202 -94 POSITIVE (HORIZONTAL MULLION) UNIFORM STATIC PRESSURE -30.0 PSF -30.0 PSF AT DESIGN LOADS FTL -1161 FTL -1161 SFBC PA 202 -94 NEGATIVE (HORIZONTAL MULLION) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (70" SPAN) SATISFACTORY FTL -1161 CYCLIC WIND PRESSURE TEST +60.0 PSF +60.0 PSF SFBC PA 203 -94 (70" SPAN) POSITIVE FTL -1161 FTL -1161 (4500 cycles) CYCLIC WIND PRESSURE TEST -60.0 PSF -60.0 PSF SFBC PA 203 -94 (70" SPAN) NEGATIVE FTL -1161 FTL -1161 (4500 cycles) UNIFORM STATIC PRESSURE +60.0 PSF +60.0 PSF AT DESIGN LOADS FTL -1164 FTL -1164 SFBC PA 202 -94 POSITIVE (VERTICAL MULLION) UNIFORM STATIC PRESSURE -60.0 PSF AT DESIGN LOADS FTL -1164 SFBC PA 202 -94 NEGATIVE (VERTICAL MULLION) UNIFORM STATIC PRESSURE +50.0 PSF +50.0 PSF AT DESIGN LOADS FTL -1164 FTL -1164 SFBC PA 202 -94 POSITIVE (HORIZONTAL MULLION) UNIFORM STATIC PRESSURE -60.0 PSF FTL -1164 -50.0 PSF -50.0 PSF AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE (HORIZONTAL MULLION) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (70" SPAN) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) POSITIVE (4500 cycles) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (70" SPAN) NEGATIVE (4500 cycles) This is a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" on Sheet 1 of 3 and for Design Pressure Rating vs..chor type, see "Anchor Load Charts" on Sheet 3 of 3, of Drawing No. M95 -02, bearing the Dade County Product Control approval stamp. FTL -1164 SATISFACTORY FTL -1164 +60.0 PSF FTL -1164 -60.0 PSF FTL -1164 Manuel Perez, P.E. Plans Examiner II Product Control Division - 2c - Progressive Glass Technology ACCEPTANCE No.: 95- 0515.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FTL -1164 +60.0 PSF FTL -1164 -60.0 PSF FTL -1164 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top- and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 76" high Fixed Glass Picture Window units mulled together using 1" x 2" alum. tube mullions with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1161, dated April 17, 1995, signed and sealed by Yamil Gerardo Kuri, P.E. 8.3 Calculations: 8.1.2 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test, per PA 201 -94 3) Cyclic Wind Pressure Test, per PA 203 -94 along with installation diagram of a top- and - bottom and side -by -side configuration, consisting of one 111" wide x 37" Fixed Glass Picture Window unit over three 37" wide x 50 -5/8" high Fixed Glass Picture Window units mulled together using a 1" x 4" horizontal and 1" x 2" verticals alum. tube mullions, with and without steel reinforcement, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1164, dated April 25, 1995, signed and sealed by Yamil Gerardo Kuri, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95 -02 PGT, "Mullion Details " Sheet 1 thru 3 of 3, prepared by PGT, dated 12/8/95, signed and sealed by Farrokh Rasekhi, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3.1 Structural mullion and anchorage calculations prepared by Farrokh Rasekhi, P.E. Structural Design, Inc., dated 11/12/95, signed and sealed by Farrokh Rasekhi, P.E. 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" on Drawing No. M95 -02, Sheet 1 of 3, and "Anchor Load Charts" on Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: See Drawing No. M95 - 02, Sheet 1 of 3 and for anchoring details, see Drawing No. M95 -02, Sheet 3 of 3, both bearing the Dade County Product Control approval stamp. Manuel Perez, P.E. Plans Examiner II Product Control Division - 2d - Progressive Glass Technology ACCEPTANCE No.: 95 0515.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original 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 following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. Manuel Perez, P.E. Plans Examiner II Product Control Division END OF THIS ACCEPTANCE - 3 - • • 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and 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 automatically be cause 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 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 purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in adverti 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 times. The copies need not be resealed by the engineer. . 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. . 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. . 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Progressive Glass Technology ACCEPTANCE No. : 97- 0214.04 APPROVED : 1 NAAL Ce4 /Tim tioa 041_ EXPIRES : March 20, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS Impact Test PA 201 -94 MODEL DESIGNATION: Cyclic Wind Pressure Test PA 203 -94 AAMA 101 -93 (C -050) Series "700 " - Aluminum AAMA 1302.5 -76 (FER) Out - Swinging Casement Window Dade County Approval #94- 0824.03 Expires: March 31, 1997 OVERALL SIZE 12' -0" wide by 5' - 3" high by 2" deep CONFIGURATION: XOX No. & SIZE OF VENTS: Two; each, 35" by 61 1/2" high; one fixed light frame glazed in the center with a clear opening of 67 3/16" by 57 3/8" high (XOX). WEATHERSTRIPPING: Single vinyl bulb at perimeter of frame at the interior of each vent. Single Q -1 on at perimeter of each vent. OPERATORS & LOCATIONS: One metallic roto operator at each lower frame corner. A four bar hinge assembly at upper and lower jamb corner of each vent. One plastic over steel cam lock at each fixed meeting rail, 12 1/4" from each end (total of four), each locking into an extruded metallic keeper at each vent lock stile. GLAZING MATERIAL: Dupont "Sentryglas" composite 3010, which is composed of a combination of .030" of PVB (polyvinyl butyral), .010" PET (polyester terathane) and an abrasion resistant coating with 3/16" annealed glass. GLAZING METHOD: Exterior glazed using 1/16" thick silicone adhesive compound and rolled aluminum glazing bead. WEEPHOLES: None. MUNTINS: None. Manuel Perez, P.E Plans Examiner II Product Control Division - 2- Progressive Glass Technology ACCEPTANCE No. : 97- 0214.04 APPROVED: EXPIRES : March 20, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS REINFORCEMENT: None. ADDITIONAL DESCRIPTION: Flange type frame. SASH CONSTRUCTION: The sash consists of one type of extrusion .060" wall, hollow 1.575" depth with a 2.212" visual when looked at. Each corner connected with two #10 x 1" s.m.s. FRAME CONSTRUCTION: Main frame consists of one extrusion .060 wall thickness 2" from depth with 2.802" frame height when looking at unit. Each corner is connected with two each #10 x 1" s.m.s. Mullion on XOX unit is .060" wall hollow extrusion 2" depth with 4.660" visual when looked at. TEST TEST LOAD DESIGN LO) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +76.0 PSF +50.67 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -76.0 PSF -50.67 PSF WATER RESISTANCE (PSF) ASTM E547/E331 14.70 PSF +98.0 PSF AIR INFILTRATION @ 6.24 PSF ASTM E283 (<0.37 CFM/FT) 0.11 CFM/FT FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 MTL -15570 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY SI -00003 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +78.0 PSF +60.0 PSF CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -78.0 PSF -60.0 PSF Design Pressure Rating (Positive) +50.67 PSF Design Pressure Rating (Negative) -50.67 PSF Manuel Perez, P.E Plans Examiner II Product Control Division - 2a- Progressive Glass Technology ACCEPTANCE No.: 97- 0214.04 APPROVED : NOTE: Please see Note # 11, page 3 TYPICAL ELEVATION: • EXPIRES : March 20, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCREWS AND METHOD OF ATTACHMENT SILL :3 - #10 x 3 1/2" PH CP WS (at center) #10 x 2" FH CP WS (balance at each end) All screws are centered at HEADER:3 - #10 x 3 1/2" PH CP WS (at center) approximately 6" from each corner #10 x 2" FH CP WS (balance at each end) and a maximum of 24" between centers on Head, Sill and Jambs. JAMBS: #10 x 2" FH CP WS Optional installation: use 1/4" Tapcons with 2" minimum penetration into concrete or concrete block. A copy of this approval as well as manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. Comparative Analysis None. Manuel Perez, P.E Plans Examiner II Product Control Division -2b- This approval applies to single unit applications only, as shown on page 2b. Units with dimensions smaller than those shown on page 2b shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted thru comparative analysis approved by this department. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. This renewal supersedes Notice of Acceptance No. 94- 0824.03 dated October 31, 1994. Javier A. Reynaldlos, CPA 246 North East 92nd Street • Miami Shores, Florida 33138. 305.756.7629 September 16, 1997 Nelson Lonsdale Structural Engineer Building Department Miami Shores Village 10050 North East 2nd Avenue Miami Shores, FL 33138 Dear Mr. Lonsdale: This letter is in response to your structural review comments on the package submitted for the window replacement project at my residence located at 246 NE 92nd Street. Miami Shores, Florida 33138. Please accept the attached revised package for approval. Comment #1: "Page 1 of the product approval for the casement windows w /impact glass is missing (from both copies)." Response: Per both PGT and the local dealer, the Notice of Proposed Action page is the first page of the Product Approval. To avoid any complications, I have printed all of the Product Approval information from Metro -Dade County's Product Approval internet site for your review. Per Ross, the printed versions are acceptable for submittal purposes. The windows will not be installed with impact glass. I have signed an affidavit stating that all existing openings have existing shutters. This affidavit is acceptable per Frank Lubien and Ross to cover existing openings. Comment #2: "Only one copy of the storm shutter product apprv'l was submitted." Response: I have photocopied the plans (reduced to 8 1/2" x 14 ", acceptable per Margarita), and have submitted 2 copies for your review. The Reduced plans are accompanied by the associated product approval information printed from the Metro -Dade County's Product Approval internet site. Comment #3 "Plan Doesn't call for any ... awning windows - Why were these submitted ?" Response: I have removed the product approvals for the awning windows from the submittal package. - Comment #4: "New French Doors require reinforced masonry on each side & 2 x 4 P.T. bucks. Show detail , incl. fastener size & length of buck - to - concrete. Indicate (by note) that new storm panels req'd at Fr. Doors & any other new glass where none exists." Resp o se: Please refer to revised plans incorporating your requested changes. eynaldos Sin • ? 1 V S _ X:Z- y TI O N SHEET JOB SITE. TYPE OF =7_I. C ODE SEEC_:ON ??GE LOCATION MIA M: SHORES 7rTr GE B ILD:NG C_? _.... NT 44 - z 4( N4 92 Sf. DA::: V/// Pae / oj' flu, ' p ro d 4prra eruo... 4 ?-) . "4 0,1 11 ! c4 y� • he 744 c t p e S) ef)n , i e cep o to e S/vriw) 54 u. f ler Prm6I. Apr►'l. 4 5J4.04 ;Heal . f/ aloe - il A- Ci vt y G�cu✓I /i WI.1 Aria a 5 — lrGsy u/ere /hese St' ml f- #eol Prenek 22- ma-5,o Kry ovl e S� de led 1 , o f b. - re9. `d , Fr 9l4SS w c�� COMME =S 3Y: s w,/ /7 y /4J 1s S. YS ve E r ' .S c de E 2 x 4 P -r, be tr.�c.s Fa4ke e fei4-9 le) fftizi k1e) 5/Or - m Doors e a Yt y DAer opce exis . Manuel Perez, P.E Plans Examiner II Product Control Division - 2c - Progressive Glass Technology ACCEPTANCE No.: 97- 0214.04 APPROVED EXPIRES : March 20, 1998 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original 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 following statement: "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) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and 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 automatically be cause 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 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 purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. . 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. . 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. . 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. . 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manuel Perez, P.E. Plans Examiner II END OF THIS ACCEPTANCE Product Control Division -3- Progres Glass Technology ACCEPTANCE No.: 94- 1031.03 APPROVED : EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 4000 Aluminum Single Hung Window 2.4 Sash (Vent) Construction: 1.3 Overall Size: 4' -5 1/8" wide by 6'-4" high x 2" deep 1.4 Configuration: O/X ,/g13Jo I L _ 1.5 No. & Size of Vents: One, 50 3/16" by 38 1/8" high; one fixed light frame glazed at the top with a clear opening of 49 1/2" wide by 34 5/8" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 Glazing: 2.2.1 Glazing Material: 3/16" annealed glass. 2.2.2 Glazing Method: Exterior glazed using a clear colored adhesive bedding compound and rolled aluminum glazing bead. 2.2.3 Daylight Opening: 2.3 Frame Construction: 2.3.1 Head: Extruded aluminum solid, 1.570" face x 2" deep x 0.062" wall thickness, 0.457" intermediate glazing flange. 2.3.2 ,lamb: Extruded aluminum solid, 1.357" face x 2" deep x 0.050" wall thickness, 0.469" intermediate glazing flange and two screw splines. 2.3.3 ,Sill: Extruded aluminum "Z" shape solid, .556" face x 2" deep x 0.050" wall thickness, 1.375" interior sill flange with groove for weatherstrip. Sill has 3.8 degrees sloped outward. 2.3.4 Corner Construction: Corners are butt joined. All frame corners are secured with 2- #10 x 3/4" PH SMS. 2.4.1 Head: Extruded hollow, 1.718" face x 0.750" deep x 0.062 wall thickness, with one screw spline. • 2.4.2 j imb: Ektruded U -type channel - 1.094" face x 0.926" deep x 0.050" wall thickness, with one .469" flange and two grooves for weatherstrips. 2.4.3 Sill: Extruded U -type channel, 1.746" face x 0.926" deep x 0.060" wall thickness, with one .469" flange, a groove for weatherstrip and one screw spline. 2.4.4 Meeting Rail's: Extruded hollow, 1.489" face x 1.821" deep x 0.062" wall thickness, with one .469" flange with two screw splines on the fixed and one screw spline on the operable. Manuel Perez, P.E. Plans Examiner II Product Control Division -2 Progressive Glass Technology ACCEPTANCE No. : 94- 1031.03 APPROVED : EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4.5 Corner Construction: Corners are butt joined. Top vent corners are secured with 1- #10 x 1 1/2" PH SMS. Bottom vent corners are secured with 1 - #8 x 3/4" PH SMS. 2.5 Weatherstripping: Quantity Description Location Single Pile with integral plastic fin Fixed meeting rail Double Pile Vent jamb rails Single Vinyl bulb Vent sill. Single Vinyl bulb with a flap Vent bottom rail. 2.6 Hardware: Quantity Description Location Two Spring and pulley balances One per frame jamb Two Metallic cam lock At vent top rail, one at 10 5/8" from each end, locking into extruded groove in he fixed meeting rail. 2.7 Weepholes: Quantity Description Location Two 1 5/8" weep notch at each end of sill screen retainer 2.8 Muntins: None 2.9 Reinforcement: None • • 2.10 Sealants & Pads: Frame head and sill sealed with clear colored sealant. One 1" by 1 1/2" open cell foam pad at bottom of each jamb rail or vent. 2.11 Additional Description: Flange type frame. Unit tested with 1 11/16" high overall interior sill ' flange. 3. LIMITATIONS: 3.1 This approval applies to single unit applications only, as shown in Section 10, TYPICAL ELEVATION. 3.2 Units with dimensions equal or smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating, see Section 7, TESTS PERFORMED. Manuel Perez, P.E. Plans Examiner II Pro"1U t Control Division - 2a - Progressive Glass Technology ACCEPTANCE No. : 94 1031.03 APPROVED : EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Screws and Method of Attachment: SILL : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 20" o.c. apart. HEADER : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 20" o.c. apart. JAMBS : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 16" o.c. apart. Note: Please see note #11. Page 3 4.2 Attachment of sub -bucks shall be designed by the Architect or Engineer of Record, and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete screws (masonry anchors) instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION: 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all times. 6.3 The Building Official shall ensure the adequacy of the window to meet the pressure requirement of the opening in which it is to be installed. { 6.4 Note: The installation of this unit will require a hurricane protective system. Manuel Perez, P.E. Plans Examiner II Product Control Division - 2b - Progressive Glass Technology ACCEPTANCE No. : 94- 1031.03 APPROVED : EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: RESULTS: TEST AIR INFILTRATION @ 1.57 PSF ASTM E283 (<0.15 CFM /FT2) Per PA 202 -94 WATER RESISTANCE (PSF) ASTM E547/E331 Per PA 202 -94 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 • • TEST LOAD DESIGN LOAD 0.26 CFM /FT2 8.30 PSF +55.33 PSF +92.7 PSF +61.8 PSF -92.7 PSF -61.8 PSF FTL -1139 Design Pressure Rating (Positive) +55.33 PSF • 0 Design'Preasure Rating (Negative) -61.80 PSF 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 and PA 202 -94. Along with an installation diagram of an aluminum window prepared by Fenestration Testing Laboratory, Inc. report No. FTL -1139 dated March 27, 1995 (Re- issued 5- 18 -95) signed and sealed by Yamil G. Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Assembly drawing of tested unit, Series 4000, Sheet 1 of 1. 8.3 Calculations: 8.3.1 Comparative analysis prepared, signed, sealed, and dated 6 -2 -95 by Farrokh Rasekhy, P.E. for Vinyl Tech/P.G.T. Products. Manuel Perez, P.E. Plans Examiner II Product Control Division - 2c - Progressive Glass Technology ACCEPTANCE No. : 94 1031.03 APPROVED : EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS Manuel Perez, P.E. Plans Examiner II Product Control Division - 2d - • Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 APPROVED : EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL ELEVATION Manuel Perez, P.E. Plans Examiner II Product Control Division - 2e - Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 APPROVED : EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original 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 following statement: "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) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and 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 automatically be cause 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 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 purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. . 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. . 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. • • 9. This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. . 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. . 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manuel Perez, P.E. Plans Examiner II END OF THIS ACCEPTANCE Product Control Division - 3 - V/AArro quo '\6 s&utNazoo-NtLtAg A-46NiO3/.._gifrA/L Progressive Glass Technology ACCEPTANCE No. : 94- 1031.02 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT_ 1.1 This approves an aluminum fixed window designed to comply with South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 6000 Aluminum Fixed Window 1.3 Overall Size 10' 0" wide by 5' 0" high'by 2" deep 1.4 Configuration 0 1.5 No. & Size of Vents One, with a clear opening of 117 1/4" wide by 57 5/16" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Material Construction: Aluminum alloy 6063 - T5. 2.2 Glazing 2.2.1 Glazing Material 3/16" tempered glass. 2.2.2 Glazing Method Interior glazed using a clear colored adhesive bedding compound and extruded aluminum glazing bead with foam between glass and bead. Glazing bead secured with #10 x 2" installation screws. 2.2.3 Daylite Opening 117 1/4" wide by 57 5/16" high. 2.3 Frame Construction 2.3.1 Head : Consist of leg height .844" exterior and .844" overall interior face by 2" deep and .062" wall thickness aluminum extrusion. 2.3.2 Jamb : Same as head. 2.3.3 Sill : Same as head. 2.3.4 Corner construction: Butt joints, frame corners secured with 2 - #10 x 3/4" pan head sheet metal screws. 2.4 Sash Construction N/A 2.5 Weepholes None. 2.6Muntins None. 2.7 Reinfforcenient None • Manuel Perez, P.E. Plans ExaminerII Product Control Division -2- Progressive Glass Technology ACCEPTANCE No. : 94- 1031.02 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.8 Additional Description Frame corners and installation screws sealed with aluminum sealant. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown on Section 10. 3.2 Units with dimensions smaller than those shown on Section 1.3 shall qualify under this approval. 4. INSTALLATION: 4.1 Screws and Method of Attachment SILL : Single row #10 x 1 1/2" flat head wood screws, 6" from corners and 12" o.c. apart. HEADER : Single row #10 x 1 1/2" flat head wood screws, 6" from corners and 12" o.c. apart. JAMBS : Single row #10 x 1 1/2" flat head wood screws, 6" from corners and 12 1/2" o.c. apart. Note: Please see note #11, Page 3 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". Manuel Perez, P.E. Plans Examiner II Product Control Division - 2a - Progressive Glass Technology ACCEPTANCE No. : 94- 1031.02 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all times. 6.3 Note: The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED RESULTS TEST AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (<0.15 CFM /FT2) UNIFORM STATIC DESIGN LOADS SFBC PA 202 -94 POSITIVE UNIFORM STATIC DESIGN LOADS SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) SFBC PA 202 -94 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE FORCED -ENTRY RESISTANCE (FER) • 0 r. TEST LOAD DESIGN LOAD 0.02 CFM /FT2 +110.0 PSF +110.0 PSF -110.0 PSF -110.0 PSF 15.0 PSF +100.0 PSF +165.0 PSF +110.0 PSF -165.0 PSF -110.0 PSF Not Required Design Pressure Rating (Positive) +100.0 PSF Design . Pressure Rating (Negative) -110.0 PSF For Design Pressure Rating, see Comparative Analysis results in Chart in Section 9 of this Notice of Acceptance. Manuel Perez, P.E. Plans Examiner II Product Control Division - 2b - Manuel Perez, P.E.Plans Examiner II • • ]Progressive Glass Technology ACCEPTANCE No. : 94- 1031.02 APPROVED : (EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94. 2) Water Resistance Test, per PA 202 -94. 3) Uniform Static Air Pressure Test, Loading per PA 202 -94. along with an installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc.Report No. FTL -1141, dated April 25, 1995 (Reissued 5- 18 -95), and signed and sealed by Mr. Yamil Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Assembly drawing of tested unit, Series 6000, Sheet 1 of 1. 8.3 Calculations: 8.3.1 Comparative analysis prepared, signed, and sealed on September 8, 1995 by Farrokh Rasekhi, P.E. • • Product Controf Division -2c- Progressive G ➢ass Technolog ACCEPTANCE No. : 94- 1031.02 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: Manuel Perez, P.E. Plans Examiner II Product Control Division -2d- Progressive Glass Technology ACCEPTANCE No. : 94 1031.02 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL ELEVATION: Manuel Perez, P.E. Plans Examiner II Product Control Division -2e- Progressive Glass Technology ACCEPTANCE No. : 94 1031.02 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 10. TYPICAL CROSS SECTIONS: Manuel Perez, P.E. Plans Examiner II Product Control Division -2f- Progressive Glass Technology ACCEPTANCE NO.: 95- 1031.02 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original 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 following statement: "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) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and 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 automatically be cause 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 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 purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. . 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. . 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(0 and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. . 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. . • 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manuel Perez, P.E. Plans Examiner II Product Control Division END OF THIS ACCEPTANCE -3- PRODUCT CONTROL NOTICE OF ACCEPTANCE Weatherwall/Metal Tech 001A-141kl2 oD3 llfii L 7635 W. Second Court Hialeah, FL 33014 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95015, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on Page 2 et seq. and the Standard Conditions on Page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserve the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE No.: 95 1220.03 Raul Rodriguez EXPIRES : Supervisor Product Control Division * *PLEASE NOTE ** THIS IS THE COVER SHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in conditions set forth above. APPROVED: Charles Danger, P.E. Director 2. MATERIAL CHARACTERISTICS • • Building Code Compliance Dept. Metropolitan Dade County -1- Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code. 1994 Edition for Dade County, for tl ! ovations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95015, Sheet 1 of 6 using galvanized 20 gage steel, with Fy = 33 ksi min., conforming to ASTM A 446 -91 Structural Quality, minimum grade A, with a G 90 minimum coating. 2.2 Panels have a nominal width of 12.50" and a total width of 14.0 ", forming 1 5/8" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, extrusions and 1 -1 /2 "x 1 -1 /2 "x 1/8 ", 2 "x 2 "x 1/8 ", 3 "x 3 "x x 1/8 ", 5 "x2 "x 1/8" angles, 1- 1/2" x 1/8" flat bar, 2- 3/4 "x 2 "x.062" 'h' header, 2 "x2 3/8 "x.074" 'u' header, 3/8 "x 1- 21/32 "x .093" 'F' track and also .050" and .060" thick parts of numerous shapes and sizes used as return pans for built -out conditions. • 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 126" or 10' -6" to be installed only as outlined on drawing No. 95015 Sheets 1 thru 6 of 6. 3.2 Minimum separation to existing glass to protect shall be 2 - 1/2" for spans up to 102" 2 3/4" for spans up to 126" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: Reinforcing straps, consisting of one 1- 1/2" wide by 1/8" thick flat bar of aluminum alloy 6063 -T6 must be used as shown on Sheet 4 of 6 and fastened with a 1/4" -20 stud bolts w /wing nut & washer and spaced at max. distance of 12 -1/2" on center. The required straps per span condition shall be as follows: 3.4.1 Panel Spans up to 68" - No reinforcement straps required. 3.4.2 Panel Spans 68" to 102" - One reinforcing strap at midspan 3.4.3 Panel Spans 102" to 126" - Two reinforcing straps at 1/3 spans Orlando Blanco, P.E. - Plans Examiner II Product Control Division -2 Metal Tech.. Inc. ACCEPTANCE NO.: 95 1220.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in thllowing condition: 4.1.1 Direct Wall Mount • • The panels are secured at the header and sill with 1/4 " -20 x 1/2" side walk bolts into with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing of 12 1/2" o.c. as shown on Detail 'C' , Sheet 3 of 6; or the panels are secured to a header and sill aluminum (1 /8 "x 1- 1/2 ") studded strap with 1/4 " -20 x 3/4" studs spaced 12- 1/2" o.c. the straps are anchored to the wall with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for wood framing or 1/4" diameter masonry screws, with maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for concrete or masonry. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.2 Wall Mount - (w/ 'h' - Header & Sill Track or Angle) The panels are engaged into an aluminum 'h'- header as shown on Details 2, 3, 5, 6 or 8 , Sheet 2 of 6, and are then attached to a sill angle or track as shown on Details 5, 6 or 8 , Sheet 2 of 6, the header and sill angle or track are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.3 Build Out Mount The panels are engaged into an aluminum 'u'- header as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, and are then attached at the sill as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, the header and sill are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.4 Ceiling/Inside Mount The panels are engaged into an aluminum 'u'- header as shown on Details 1 or 4, Sheet 2 of 6, and are then attached to a sill angle as shown on Details 7, 10, or 11, Sheet 2 of 6, the header and sill angle are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.5 Any combination of the above. • • Orlando Blanco, P.E. - Plans Examiner H Product Control Division -2a- Metal Tech.. Inc. ACCEPTANCE NO.: 95 1220.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95015, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.95015, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed Orlando Blanco, P.E. - Plans Examiner II Product Control Division -2b- Metal Tech., Inc. ACCEPTANCE NO.: 95 1220.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: TEST LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE DESIGN PRESSURE RATING See Design Load Pressure Rating vs Panel Span Chart, Sheet 4 of 6, Drawing No. 95015 8. EVIDENCE SUBMITTED 8.1 Tests: TEST LOAD SATISFACTORY CTC 95 -042 +120.0 PSF CTC 95 -042 -195.0 PSF CTC 95 -042 +109.0 PSF CTC 95 -042 -96.20 PSF CTC 95 -042 DESIGN LOAD Deflectio +92.0 PSF CTC 95 -042 - 150.0 PSF CTC 95 -042 +73.0 PSF CTC 95 -042 - 64.0 PSF CTC 95 -042 Max.. 2- 3/4" Max. @ Design 1.5" 8.1.1 (1) Uniform Static Air Pressure Test per PA 202 -94, (2) Large Missile Impact Test per PA 201 -94 and (3) Cyclic Wind Pressure Test per PA 203 -94 of galvanized 20 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. CTC 95 -042, Pages 1 thru 6 of 6 , dated December 6, 1995, signed and sealed by Christopher Tyson , P.E. 8.2 Drawing: 8.2.1 Drawing No. 95015, Sheets 1 thru 6 of 6 , prepared by Ramms Engineering, Inc., dated 10/01/95, signed and sealed by Robert S. Monsour, P.E. 8.3 Material certification: • • 8.3.1 Certified Tensile Test Report prepared by QC Metallurgical, Inc., Report No. QCM 5LM -2843, dated December 11, 1995, for specimen CTC -95- 042 -C. 8.3.2 Mill Certified Inspection Report: Certification Code No. 6405, Laboratory No. 95 -05 -345, Page 1 of 1, dated 05/11/95, prepared by Sherry Laboratories. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 03/04/96, Pages 1 thru 7 of 7, prepared by Rarruns Engineering, Inc., signed and sealed by Robert S. Monsour, P.E. Orlando Blanco, P.E. - Plans Examiner II Product Control Division -2c- Metal Tech., Inc. ACCEPTANCE NO.: 95 1220.03 APPROVED : EXPIRES : NOTICE OF ACCEPTANCE: STANDAR CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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 following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and 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 automatically be cause 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 removal of this Acceptance: a) Unsatisfactory performance of this product or process; Orlando Blanco, P.E. - Plans Examiner 11 Product Control Division -3 END OF THIS ACCEPTANCE • • b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10, 11 & 112 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. r7 r.r TYPICAL PANEL SECTION MOUNT VC HOLES 12 r/Y O.C. CROSS SECTIONS SPECIAL PANEL SECTION 577/0 M4Y 85 /NTALLED ql REVERSE 01RECT70N 71P1CAL LIN .Ar BLCOONG J n FLAT BAR :JN AIL STUDS J/8" ( . 77 9 ) ALL AFPLRA7709 maw= 57160? 17 LIN� 7/ X 3/4 18 -8 STA9taESS STEEL 1 KNURLED 371/05 12 7/YO.G ( 77P.) AIL APPL/TADDn6 ANCHOR MOUNT9vG HOLES LOGTED ON EITHER HQPLZONTAL DR vERT7UL LEG. 7/2 FOR R£1'OVABLE. 1/4 "I FOR PERM4144M ANCHOR SPACING .s. :ES7CH PRESSURE 7/E ANGLE M4Y 101RY IN Set avtxES STUDOED wI e.g. r.5r7.5 W. 242 or 5.25+225 SHORTER LEG ONLY ,STUDDED ANGLE DETAIL 7/c , 7 1/2' FLAT 5 STRAP MAY 8E USED LN PLACE OF Al4CLE CC/'.1P' /ES S.F.B. C. 7 99A Er- 71 FCR CADS COUNTY $CUTi - ! = LCR/CA 5U!LC!NC ^ COOE$ C -APT =R SECTIONS AC2.3 ADOPTION Cr ASCE 7 -ae. 237. FATIGUE LOAD TESTING. 23 7 5 IMPACT TEST$ AND 7 99.4 CESIGN CRITERIA: WINO LOAD PER CHAPTER 23 CF S.F.e.C. PRESSURE RECU/REMENT CALCULATIONS MUST ee PERFORMED PER ASCE 7 -ae "MINIMUM DES /GN LOADS FOR eLILDING AND OTHER STRUCTURES DEFLECTION - L/30 w /2" MAX ON POSITIVE LOAC GENERAL NOTES: s. e. C. THIS APPROVES STEEL 51 A.I PANELS CES'GNEG FOR THE FCLLO WING LCCATIONS: A. NON COASTAL ZONE BUILDING 9. COASTAL ANC NON COASTAL ZONE BU /WING ALL ALUMINUM EXTRUSIONS TC BE ALLOY 6063 - OR EOVAL STORM PANELS S/ -TALL 3E As rA4 SC GRACE A A.N. I Fy W17H A NGM/NAL W/CTr OF 20 GAUGE STEEL. 33 .4 S.,. MINIMUM VALUE 72 7/2" - 07 DIP COATED. THE STORM PANEL SI MAY eE INSTALLED VERTICALLY CR HCR:ZCNTALLY, IN ACCORDANCE TC 71 DETAILED SPEC /F /CAT /CN$ ' /N. COGS DISTANCE SPEC /F:CAT/CN TABLE APPLIES 70 +`+'EAGER AND SILL APPLICATIONS ONLY. ALTERNATIVE ANCH2OPS ANC CONDITIONS ON SHEET NO.'S 2 -6 PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS. THREA0E0 CONES CR METAL SHIELDS. NCT IN USE, MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL T /ME. J . i , • 4 N . .... . ... , n � ROBERR's�. St aIR: :.PE E13 e o •024'' 07'1'15 E71C.91EE9171C•9K. 23. 7 . I M APPROVED AS WTH' THE SOUTH FLOBI I 1 . CODE _ DAT BY PROD C 01 DIVISION COMPUANCE OFFICE BU 20 gal ANCHORAGE Cr THE SHUTTER SYSTEM TG CONCRETE CR MASONRY SHALL CONSIST CF 7/4 D/A. X 7 7/2" $LEEVEC CR/VE ANCHORS ( STAR DRYVINS ) . 7/ - 20 MACH /NE SCREW ANCHOR ( TAMPINS ) wITH FLOOR PLUGS. 1/4 X 7 7/2" MASCNRY SCREWS ( TAPCCNS ) , 7/4^ X 7 1/2" WEDGE ANCHOR OR SLE.E' ✓E ANC.ICRS• ( 7/4 X 3/4 LACS CR 174 SELF TAPPING SCREW ) WITH LAC SHEILO NAILED STVC ANCHORS CR CTHER DACE COLlN7Y APPROVED ANCHORS NOT LISTED USED /N COMBINATION WTH 7 / 4 -2C MACHINE SCREWS WITH 7/4 -20 NUTS AND WASHERS. 7/ - 20 WASHEREO WINGNL/TS, KEYHOLE WASHERS ANC KNURLED STUDS. SPACING AS INDICATED ON THIS ORAWrNG. ANCHORS SHALL PROVIDE A MINIMUM EMBEDMENT INTO THE WOOD. MASONRY, BRICK ANC /CR CONCRETE. REFER 70 ANCHOR SCHDULE FOR MINIMUM ENEEGMENT. ANCHOR LENGTH MAY VARY T O ACHIVE THE PROPER EMBEDMENT. SEE SHEETS 5.5 AND 7 FOR ALTE.RN/T1VE ANCHORS AND COND /T /ON$ ANCHORAGE 70 w000 CONSTRUCTION SHALL BE 1/4 STEEL LAGS OR LARGER NITH I" MIN. PENETRATION. 7/4-20 BRASS WOOD BUSHINGS SEE SHEETS 5,6 ANC 7 FOR ALTE.RNIT!VE ANCHORS AND CONDITIONS LAC UNIT 51 -HALL BEAR A PERMANENT LABEL CR STAMP SNOW /NG .METAL T EON. INC. H /ALLAH. PL. GAGE COUNTY PRODUCT CCNTRGL A WARNING TG OWNER CR TENANT LOCATED IN EACH ','EAGER OR CN5 PANEL CF EACH OPEN /NC, $TAT /NG " STORM PANELS WILL NOT OFFER HL/RR /CANE PROTECT /ON UNLESS ALL REINFORCING STRAPS CR BOLTS ARE PROPERLY INSTALLED. WHEN REOUREG - DURING WIND VELOCITIES EXCEEDING 75 M.P.H. tit O 0 • so SEP /.r89 70 /07/95 SNDIrN 95015 6 MCI 1 ®♦ I ii+ 11 , a i • • • DESIGN WIND LOADS IN P.S.F. CLASS ONE BUILDING 1 10 M.P.H FASTEST MILE WIND SPEED COMPLIES WITH ANSI /ASCE 7-88 (4) INTERIOR ZONE MAXIMUM CONDITIONS ABOVE GRADE f •1.43 .1.34 .1.27 .1.19 •1.1 -1.1 15' 0.8 ''. 41.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.93 55.58 53.36 50.50 48.28 45.74 42.88 42.88 30' 0.98 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.13 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 ABOVE GRADE TRIBUTARY AREA IN SOUARE FEE 0-10 20 50 100 200 500 1000 (5) END ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SOUARE FEE 0.10 20 50 100 200 500 1000 .1.875 -1.625 .1.5 .1.375 •1.1 .1.1 15' 0.8 61.47 58.06 51.23 47.81 44.40 36.88 36.88 20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 40.11 25' 0.93 71.46 67.49 59.55 55.58 51.61 42.88 42.88 30' 0.98 75.30 71.12 62.75 58.57 54.39 45.18 45.18 40' 1.06 81.45 76.93 67.88 63.35 58.83 48.87 48.87 50' 1.15 86.83 82.01 72.36 67.53 62.71 52.10 52.10 60' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 54.86 METALIECH. crrc es7 1907 7035 -. SCCe•10 G.. •11041.4/... '. 3301. RAMMS ENGINEERING, INC. S�.acet 2S tlp.. an* ,.. ncn. PPE 11 LEI 000677• +v. naea. 1.11316 Notation: a: 10% of minimum width or 0.4h. whichever is smaller, but not less than either 4% of minimum,widt h: mean foof height, in feet. except that eave height my be used when 0< =10 degrees; ` and 0: foor slope from horizontal. in degrees. =.1�A • y:F I BUILDING CODE COMPLIANCE NI 0. Al 4- IghP 4 ° , — IWaa C oNCar IC Ael i • 1g In • ON W50444r r • ° li. A n T R' RR • 4 A 4 1 6 41 R V 1 Pt i r y R V 477t ap 4 4 i b _t METALIECH, INC. EST. 1957 7635 W. SECOND CT. ~LEAH. FL 33014 RAMMS' ENGINEERING, INC. 10 0008014 f ..,.1 .L. 5100 W. 710 SIR[[1, SUM. 111 011416f. nawm 11111° S. • J • SGPnT !'`A77er. M03 CRe.6 r1Q177 STI:CCO F !NI Si- 3 E AM — �1w — GLASS } - SeCON c7 51 v WINDOW GP°NING __„/" ..•••••••••1 7 I 11� 50RM ?ANC . 7 J2 ° 5SGRM PANEL SCCL AS 'arr OSTOM GY Vv1NDOW vol STUDDED STRAP ;N iETAIL POR MINIMUM vISTANCE IMPER TO PALL vEPLECflON CHART 1/4 - 20 FLOOR PWC %17H MACHINE SCREW ANCHCR . ° E:D. • ! — I I Rcr TC oEF c %TON ■■ CHART J GLASS " r WEATHERWAu. ; i 1 STORM PAN£L I .0 2 AIL-.. A ex{511NG 517..UC - 71..XS _I. 2) 160 b�1'AIL C I• PAWX ROGP :RL•SS CAP NOTE: THE METAL TECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCACRED DIRECTLY TO THE STRUCTURE WITH THE USE OF 7/4 " MACHINE SCREW ANCHORS IN COMB /NATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREWS WITH KEYHOLE WASHERS, MASONRY SCREWS WITH VARIOUS HEAD TYPES OR STUD TYPE ANCHOR INTO CONCRETE, MASONRY OR BRICK. WITH A M /NIMUM EDGE DISTANCE IN ACCORDANCE TO ANCHOR TYPE. WHEN ANCHORING TO WOOD USE 1/4 -20 BRASS WOOD BUSHINGS, IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW WITH KEYHOLE WASHER. ANCHORS ARE TO BE 12 1/2" 0.C. OR WOOD LAGS WITH VARIOUS HEAD TYPES 2 ) 1677 121'AiL A— 1 7/4 -20 FLOOR PLUG WITH 1/4 LAC WITH MACHINE SCREW HEAD 7/4 -20 BRASS WOOD BUSHWG 1•7)1 14 -20 SIDEWALK BOLT WAIL A 2 X o 5T10NCE4 MUST MC 1NTALL�D Oe1we2N 11p130 46TLEEN voeN STORM PAN.eL :EAD2R 2XL °375 6'• PAST 621.65 R_°tl.C.l. STIMILZR SHALL De 562.1.1M2 L6C:NG 2 16 0 .•JAJI O CAp+ SMOG. STORM PAN/6L .P,J.DCR MUSE TVZaN DC SCGJL"� • 'TO 51 .1(dR W1T) 7/ 16" IN5TA1A1.:2V ■•104. OR veer. HLW 0P s7. 1 / 4 -20 STUD MTH rnlrcNUT 12 1/2 0.C. (7YR.) FLAT STRAP 1/9 X 7 r/2 !ISO AS NFAOER OR SILL AN04014E0 TO ROOD - 1 1 USEE ANCHORTAIC 4470 14000 08 5UT NOTE * ON SNEE7 2 SEE GENERAL NOW ON w000 FGUNO ON SHE / 2 TAIL- 7/4" AAASONRY SCREW WITH T • WITH WASHERED W/NCNUT 1 YZ I ; GLASS 11 REFER TO DEFECTION CHART ; WEATHERWAL • I 11 STORM PANEL 1 , . it • NOTir 5 LGiS 5 'tAP5 AND U HE.At2.5 TG 3E INSSALLEJ .:L251" DEOT:: STL:CCO 1 5 AP! 1_ 7 • .� 1 / 4 -10 7 ..1N 5 Mtw r7YP nar STRAP •/8 x : 7/2 USED AS NEACER OP SILL ANCHORED TO =NENerr. MASONRY OR &ROT 7/4' MASONRY SCREW OR SEE Noir ♦ ON SNEE7 1 USE APPROPRIATE APPROVE.* ANCHORS FOR SPECIFIC APPU0ATroNS 74 - 20 STUD HEAD I • - .X!51 NG 57UC: t.g.e. °e AM • 5fOM PANEL seC:.Ren �i • ." 1%I17-I WASii-IemD WINGNLJT5 5-r C O P INISH FOR MINIMUM I?ISTANCE RBPtsR TO PANEL. vt;FLJ:CrION O•t ONE 1/ -20 x .5/4 KNURLED STUDS :8-8 STAIN(F$s S7EEL 7/4 -20 x r FLOOR PLU OS SIDEWALK =as ) 78 -e 5Iw4. 55 ti fi t .�- ; ♦ • 7l= 57GZM P _ a_ _ _ I • CGNCe'_ CAP • 1/4-20 x r PAN OR TRIOS MEAD 1 / 4 -20 NE T AuGriNf TYPE SCREWS 664Y BE VARIOUS LENGTHS o f . -- • I - 'S"BIONSOUR. PE EBs also !! WI NDOW 2TAIL 13 OTHER HARDWARE USED WITH THE METAL TECH STORM PANEL SYSTEM POP RNE75 VARIOUS STIES O V4 - 20 LOCK NUTS O 1 / 4 -20 NN5 1/4 -10 RASNERED NINCNUTS 7/8" O.D. TEIC SCREWS vAROuS SRES I �\ ArrPfa WISHER 1/4 1.0. 3/ 0.0 FIAT RASHERS APPROVED AS PI._, • / . MTN THE SOUTH FLORIDA . RODE r � DAT • is 4 '1 �0 BT 1,_ Ir PRODUCT CO L r DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE K09 177A - f\5 REVISIONS • 4 ..- • SEP / HRe / Ma, 70/07/95 IRA Sho1w 95075 . 6 IWO 3 DE:IG'N f> j PANEL SPAN 44.40 1 126" 47.61 j 721" 51.23 7 17" 58.06 ; . 1 10 " 51.47 I 107" 55. 1 1 03" 71.45 99" 75.30 I 97" 81.45 9 3" 86.83 i 90" 9 % 44 I as .. PANEL HEIGHT 0' -6Er 68' -10r 1 107 -ix I I MINJMUM DLSTANCE BETWEEN GLASS AND PANEL WALL MOUNT I 2 1/2 2 1/2 2 3/4 INSIDE MOUNT 1 2 1/2 2 1/2- 2 3/4 BUILD OUT 1 2 1/2 2 1/2 1 2 3/4 7/4 -20 STUD 7 l W/NCMJT - 72 l /2" O.C. f4( THE METALTECH STORM PANELS MAY BE RENFORCED M7TH THE USE OF EITHER CENTER PANEL STRAPS OR 571CM!NG LOCATED AS SHOWN ON THIS SHEET HORIZONTAL BRACE STRAP 1/r x I 1/7- FLAT ALUMINUM BAR SIDE NEW FRONT NEW DETAIL "A" 70 60 -= 50 B8 PANEL SPAN 20 GA, 91.44 P.S.F. 44.40 P. 726 - M4). PANEL SPAN 20 GA • 111111; :1111111: 111111111111111111111111'111111 n .1 90 100 110 120 130 PANEL SPAN IN INCHES HORIZONTAL BRACE STRAP HEADER AND SILL PANS 9EFd.ECT7ON CHART HORIZONTAL S77CHING 7/4 -20 SIDEWALK BOLT WITH WINGNUT 72 1/2 0.c. STORM PANEL LAP -' S/0£ VIEW DETAIL STORM PANEL LAP FRONT NEw .. 49 DESIGN PRESSURE RA11NC: POSITIVE = 67.06 P.S.F. NEGATIVE = 91.44 P.S.F. 20 Q6 STEEL FOR SPANS OF PRimRES NOT DNOSN ON ABOVE CNART USE PREURE %S. SPAN GRAPH * NOTE CENTER PANEL STRAP OR S77CHING 5 NOT REQUIRED N g maximum GP BET W-' PANEL AND NEAOER 6 VA (TP.) DETAIL "C PANELS MAY RUN CONTINUOUS 8Y WIDTH EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL CON 9427 3 FRONT NEW DOE NER WALL MOUNT ANCHORING PANEL TOP A 130710m NO HOR. OR SELL FRONT OETA[ 0 ON shaT J DETAIL C ON 9027 J DEVIL 0 ON SWEET J WALL MOUNT ANG?IORINC PANEL TOP At 80r70M NEW six AFN FOR PANELS 0 -68 ig _ r Nl� 1G� • i: I • i • Ov 9EFl 2 HORIZONTAL BRACE STRAP OR STICHING LOCATION ELEVATION HAD£- ` °r •.AY /ARY, DEPENDING ON APPLICATION DE7A[s I J A6 AND e ON FEET 12 14. 15 AND 16 OETK 7 AND 4 ON PEET 2 ON SHEET 2 . +EAGER N \` 1 al i ii r SILL -I / °E7.VS 5,6 AND 8 WALL MOUNT MTN NDR. AND SIL SILL TYPE MAY VARY, DEPENDING ON AFPL/G7TDON SL* NOTES AND 0 RTS FOR ANCHOR 7TPES AN'D S Acm5 TYPICAL SECTION VIEWS FRONT VIER SIDE NEW GLASS -3 - / SLL OLFFACS 1J � 10 W. 14, 15 A 16 ON 5,1127 BUILD OUT WIN NOR. AND SILL 20 GAUGE STS 0 — 6f PANEL HEIGHT NO PANEL STRAP OR STICHING IS REoUIRED 68 - 102' PANEL HEIGHT ONE PANEL STRAP OR STICHING LOCATED M/DSPAN 1 o2'+ - 126 PANEL HEIGHT TWO PANEL STRAPS OR STICHING EVENLY SPACED AND CENTERED HEAGE.R \ / // ■■k / SILL DEWS 7,W AND 17 ON 9•E7 2 INSIDE MOUNT VIII NOR. AND SILL i IRH THE APPROVED AS •• Y rw SOUTH FLORIDA DAT i • BY PRODUCT C V , VIS:ON BUILDING CCDE COMPLIANCE OFFICE ACCEPTANCE NO. C O RENS:CaNS j 34 SEP /m8 ro/ 91;75 iS 01 4 1 I II ° 1 Ili 4 1 i 1 4 4 4 ii li 4 . v 1 1 1 _ 1 _ 1 A c m 4 19 qii 1 1 i1i 1 1 T IiT I .. i M 444444414414144444944144444 14 44 4 1144444 . 9414ri54444444444 i44444 1994144r.4941444414 444441 i 1 9 14 4414 Ai 46.41444444t44 4- 444 4414Liiiii“4444444.,444444 4 4 « 4444114g094 41144 931914444194414444 4 - 4 6 4 14 - . 94444499191444 4 9 9; 9“ 9 94944 , . 1 .44 44444444143..144 4444 94 499199944 41 44 4 4 44441144 9 4444 4 94 .4 1 44 44 . --F-1--6+ utiTR919%94W9199 114194944,9999491 t1 rm 11141 It1tt g 4 4 444444441.1 - 1 44444444944. tisIKV It 444 --4--1- 411 41 444 41 -4-1- •1 4" DI4 ql 9 444 944 194 444 99; 444 944 444 9 9 :144 994 - z.. , O. I . :I . 1 i• R •• 4 1 ,.' •.., • 'kt.• A.... =cm r r x 0 ) 11 0 II II 14 10..w. 0 • M 1-> 01 1 U1 :11 A oz z, -1 0 n o or z r mpg r-- m Ez 2 i 0 _az 0 o • r r- h- 00 Pi n --1 > leick;,_ ›.-. 1-0 cl> . 6:-.- ... >-4 ---1 oz zm 4/I BUILDING CODE COMPLIANCE R. -4 x m m z >m Mr METALlECH, EST. 4967 7833 W. 81:C0t4L1 'Cr. •11ALFAI FL 3301• MIMS ENGINEERING, INC. 10 0000024 440061. 1616 118111. WM 011 mum 1101118 11011 (i) 0.1 ANCHOR SPACING vs DESIGN PRESSURE - 59.6 PSF 71.5 PSF 81.5 PSF 91.4 PSF POURED COI CRE IT � CONCRETE BLOCK POURED CDa CR • AETE CONETE m oat URED PO CONCRETE � CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK ANCHOR TYPE PANG I Ex. TENSO.E %HEAR I TEMSZLE SHEAR TENSILE I SHEAR I TENSILE I SHEAR TE SSU.E I SMEAR 1 TENSILE 1 SHEAR TERS1LE 1 SMEAR I TEfRSILE I SHEAR 13' r r 18' 17' WA WA 15' 14* I WA WA 13' 17 WA WA 17 11' I N/A WA stir 1N' STUD ANCHOR 144 SPAN r 18' 17 1 WA WA 13' 10 WA WA 1r r I WA N/A 10' r WA WA 1 ,a MX EMBErselBNT 1 ,M' 14 9. I WA WA 1 12. r N/A WA 1 f 8' 1 WA N/A r S I N/A WA r 18 18• 14° 13' 1r 17' 1r 11' 15' 15 I 10' 9' 13 13• I r r 1 ! r L_ SA6 NMLED STUD ANCHOR 144° SPAN 18• 1s 1 ,r 9 1s 1r ,0• 8• 13• 11• 9' r lr 1O @' B• 1 34C RUN. EMBECIMENT 1 11M' I 18 10 I 11 5 14• 9' ' 9• S 17 8' 8• S 11• r r 4- r' i r i 18• 17 17 13 15' 10' 10 • 11 1 3 - r r r 1r { r r COD--- COD--- ; 9�' a> 14 ' SPAN 1 ! 12" r r r 17 r r S ! 1u SL.EEVE ANCHOR r I 18• r 11 r 13- r r r ,m MHN. EMBEDMENT I 1 , ,N4 14' 8' r e' 17 S i 8' S 1? S r S r 4- 1 8- 4- - 1 a- 10• 14- r . 12 e• 1r r 10' r 10 e 9' r 9' ! s s ... 141' STEEL SLEEVED DRIVE ANCHOR 144' SPAN I r 1 r 10- . r 8• r 8• 8' r r r S S 8' r 4• 8' 1 31r MD& EMBEDMENT - 1 1� 1 r r 8' 8• r W S S 8• S 4• 4• S 4• 4' a P ! r 1 10' 9• 13- r 11- r 1? r 9• r r S i 8• S 9 4 r li ,M' ZAM HAMMER MMER DRIVE 144° SPAN 1 r II 9" 8 8- r r r r 8• r 4- 8 8' 8• 4° S 1391°MIN. EMBEDMET ,i ,N° 1 8 8' S 8• B• S 4- S 8' S 4• 4• S 4* 4* 4 r I 73- 1T r 11' 11- 14• B' r r 1r T ' r 5 11• . e• ! r • ttttttttttttttttos -laZ ,44 - SPAN r 1 11 1r • e- 9- 9• ,o• r r e 9• 8• 6 r 9- s s W m ama, =REMMARIO= MAIM 1 1 r r MIN. EMBEDMENT I 1 14' 1 1r r r 8 9• r 8' 5 r 8' S 4• 7' S I S a- ! r I r I 1s• 15' r 1i• 13• 1r s• 9• 11 11. s e 10• 9• s r �td4o ■TMT•, .744` SPAN 2 ,T . 1d r 9• 1r 9• 8' r 10- B' S r r r 4' S MACHINE SCREW ANCHOR r 1 17 r s• r � 1? 8' 5' 5 r 5 4- 4• r S 4 Cr W0013 APPUCATIONS - - 595 PSF 1 715 PSF 81.5 PSF I 81 A PSF ANCHOR TYPE SPAN ( SPAN TENSILE 1 SMEAR 1 TENSILE I SNEAK TENSILE ; SHEAR I TENSILE I SMEAR Mill r• PENETRATION IN TEOLE •. r BRASS W000 BUSI4IWG 144' SPAN I 11x_20 1r r j 15 8' .7 13' r i 18' r +ttt tt rttt tt! } >lY } }�)Y}.\.> '+'∎4 �aµyly�}L�L -Lu1 �NFLH� WOOD LAGS (VARIOUS MEADS) , MDaMWI EMBEDMENT 144' SPAN I 1M 13 15' 1r 18' B' 11' 14' . 1r 11 13 15 2? 8' 1? 1S 18 1r 11 13' 18' r r 1? 14' ; I 9• 18 1? 18' S r r 13- stir I 31d' me- A N C H O R S C H E D U L E NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPUCATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM QASEDMENT IS RCM MOUNTING SURFACE, cccu mNG, PAVERS AND CERAMIC TILES. •• 1l APPROVED AS _ SOUfH FLORID By ' PRODUCT *: t 0 :ON BUILDING CODE C010�LIANCE OFFICE ROBE l� 11- ,a• 2 4 A PE EB _ �1.E1.O6O � atGmeE9mc.ec ACCEPTANCE Naq )Z Zb.LI� SEP/ to/o1/93 6 IMO aka 6 Owner's Name and Address Registered Architect and /or Engineer MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT PPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. \ Name and address of licensed contractor__ A Location and legal description of lot to be built on: -1 Lot.. Block ``// Subdivision Street and Number where work is to be done 2410 qz State work t be done and purpose of building (b floors)___ — � 2.7D Date- -- -- l _ Date No Read, Sworn to and Subscribed before me. Notary Public, State of Florida P NING BOARD_. __ . DATE Chairman Member Member _ - __ Member Member - ----- - -- --- - Member -- - -... Council Approved ._.Date Disapproved ' -Z2_ 9 7 � 6 - - -- Street e � sP' Ati /IT.- 237 g exxow . (,v- vi -LeG-wv and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ D 0 0-0 Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building _Size of Building Lot Maximum live load to be borne by each floor._ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup lenient, and has complied with the provisions thereof, and will require similar compliance fro„ : 1 contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be poste or ins.,-ction on the site of t . wo such ublic notice or notices as are required by the Act. The undersigned agrees to employ only suc su• actors, on work t be pe- o e; under this permit, as are licensed by Miami Shores Village. •r. Remarks.. _ - -- ( Signed) STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.___I- c1.p Disapproved _... _ ( Signed) Buil. ing Inspect.v My Commission Expire.. ........ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.