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BP2002-1072CONTRACTOR Name d ') Name , 1 :,�, 1 J t ilk —I ✓ 4 License No. n n , / ►" Address Business Telephone / Telephone Fax Qualifier Name Foundation Only PROPERTY OWNERS ) s it e_ r Sys 7 1 ��r Name d ') is Q Address 'go 5 - - 1;53 (- 3C) Home Telephone Alteration Interior Business Telephone / v ll�� mazi„ ero Fax Shell Only 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 Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Nliami Shores Village: Step 1. 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. APPLICATION Job Address: 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 submit- ted along with this permit application. Address Apt. Folio Number Description of Work Lot Block Subdivision PB PG Zoning Current Use of Property Square Feet Units Floors Proposed Use of Property alue of Work 1 1 coo o Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 1(30 NM cQ Y)t' , q-( 33132 PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Master Permit No. Subsidiary Permit No. City PERMIT APPLICATION State Zip , /V)/4)6 (_ Linear Feet ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 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. 1. 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 tutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. ch• C Y• • Print Name Swo and subscribed before me thi I♦ ft I ttary Public - . tate of Florida MI day of STATE OF Signature of Owner gnature of N SEAL: Personally known -- - OFFICIAL NO rARY SEAL c) PG0 ., ANGELA M t3ECKER ADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION 2 , ; r" Ct COMMISSION NUMBER } 'l l_ Q CC786697 l'j P9 MY COMMISSION EXPIRES i FOF FA O NOV. 15,2002 tl = O R°Pt�tSce�laenufication Personally known OR, Produced Identification Type of Identification Produced: F �� Type of Identification Produced: Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2002 -1072 Printed: 6/12/2002 Applicant: DAj Owner: -URRIMA JOB ADDRESS: 11 0 NE 92 Contractor Local Phone: Parcel # 1132050270430 Signed: In consideration of the issuance to me of t with the plans, dra ' : • statem nts or s e� myself, my ag- • , servan s or oy -�. vle Building Permit Legal Description: BAY LURE TIRRIFRA - AA4ANDA. ST Contractor's Address: Fees: Description Amount FEE2002 -3294 Building Permit Application Fee $60.00 FEE2002 -3295 Miscellaneous $160.00 FEE2002 -3296 Notary Fee $5.00 FEE2002 -3297 CCF $1.20 ti9 Total Fees: $226.20 Permit Status: Approved Permit Expiration: 12/8/2002 Construction Value: $1,500.00 Work: AWNINGS 2 (Contractor or Builder) BY: Page 1 of 1 PB 44 -63 LOT 4 BLK 3 LOT SIZE 75.000 X 125 OR Total Fees: $226.20 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection ..217Fi20 l; iti Signed : BY: 4 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 mployees. it, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either JOB ADDRESS f I 3 6 JJ • e • 70)-- S� APPLICANT ( - t _ S S - CRITIQUE SHEET PHONE # APPUCATIONh 1 cgs SHEET OF MISCELLANEOUS DATE MUG INITIALS -61 3 ) [ ke r ,.c re o t14 - e .w In i s jes- e� W irt' Is Ir\ c (� w-5 O6 A ee �v- COMMENTS er PERMIT NO. ADDRESS: SECTION ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS BY STRUCTURAL BUILDING OFFICIAL 2. This copy of plans meat be buIding site or no inspection wtq b MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT DATE 1. Subject to compliance with aft Federal, State. Coczity. Vila ge rules tad regulations. yt;(age assumes no responsibility for accuracy oflor results from these plans. available ea a conducted. . lov w eta, 1 S yvd t- t . - i P (a 5 E4) sue_plict.k) .TOE - .Y__ of REVIEW: Sh . corn ON PAGE I. CCIT G i Car.:'F?; TS DE , S' / ?-0 1�°t/ py.ts"-te„1 a►' t`104 eev's �G1 e p ems.{. 4t fa, s /-eoe 9° 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE; (305) 264-2660 FAX: (305) 264-0229 (b2M23 ,i p (44 .FJP D 61/4 Cd4 (3Jo c-4 P) (PIeH) ffiT_"L) iIDca _ 6,41C44/M / (+ . ee'v 1/2/ P nuE C1( i _ - te a 'JO 1 30 I ID) 4 L tF)<i� _ •.� )x. GL z Nuua frururion 6 11ut LAND SURVEYORS BOUNDARY SURVEY Scale 1" - 131,0 f !f l8 AgP1+ Pr, MT 1 �1 CO ) _c J �y� k) Nebo sz'g5''Vf SURVEY NO. SHEET NO. y OF Ho SS 0 )1 So NE Cg ST 4 rtA ro.co U1 -V 4 G oP 0.60G (J row) ,r) I _'/- ( 11 rr (2) cock W4Ir of 4 Ar GJ, A1P) NJ 1 'NJ giv °ell assn d i iv riq 'y aid) Ae7j, Ald .31VoCi /Y1r.A\ rr,_c nom Don Arpin,, 1R4R #48 41441 Design Builders Structural • Civil • Mechanical AC Energy Calcs • Structural Inspec i Buy - Soli Float Estate Inspecti Bank Progress Inspections P.E. #28585 e 0\ /4r11 779.7A7D t v ki SCALE 1 CHECKED DT • 'PoSs 110A)C S 162) 35v3T • Gener Notts /. 36 DATE T'tt 1)11.0 3. Cow welds with aluminum paint. 4. AM structures art designed in acwcdanee with tltc following codes (latest edition) Pa Florida Building Cate 2001 wind per 1604.6 canopies pa 31 -05 and 1611.2.3 5. Canvas awnings shall be removed when winds coach maximum Oink gal fort or installed in such a manna that the fabric will release from the frame wiiF1 a wind load of 123 tbs/st1. tC 6 All connections shall be fully welded thus: DATE T -P 7. Frames wiLhout coven designed as per ASC(: -9A n. All frames have been designed using rational analysis. gqT�T a & T*;tr�pp�� OWNER'S NAME f� l LIR, rvIR7.. A.. PA ICI PRESENT ADDRESS LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 1130 LE.. 92ND J T LOT 4 BLOCK 3 SUBDIVISION BAY LURE ' GENERAL CONTRACTOR ` ;I• ; ITZ.G J LD & SON ADDRESS 217 NZ.. 97th. STREET PHONE NO. LICENSE NO. BUILDING PERMIT NO. 11836 26 /.7 1 DATE 7/26/51 1 .00 PERMIT FEE $ 9 7. )4' BUILDER'S BOND G O. 1.2 26 i : No. 97 DATE 7` / 7 ZONE REQUI REMENTS' 20000 CU. FT. PLAN CUBE CU. FT. EST. COST $ 15,000000 DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: P.G. DATE 7/2 - ''/51 NEW CONSTRUCTION TYPE CBS STORIES 1 CONSTRUCTION ROOF ST EL INTERIOR CONSTRUCTION � 1T Tam 2:Lo p + L1+3. ) T.T r & ,11 6EI REPAIRS T � q ��, y � 7p DESCRIPTION I i►1 "L1 .. .. fy _ - ..._ L1V qyT • I�'� -T LH • �'.'T DIW NOOK -IIT .■ ALTERATION . c'-.. , r I E c '1' • ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY - TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPEC(IONS DATE / �/ PERMIT NO. l/d `ST DATE g -4 - / BYY RE-INSPECT REPAIRS RE- INSPECT BY FOUNDAT-I.ON r/ `r / / L / - S�j6 - Q- 6S/ y B © �� .•!SJ)f �"�_/ -r— _ SEPTIC TANK BEAMS &'•LINTELS $ $ SEWER $ $ SOLAR HEATER FRAMING �'..a ,/ 9 I '...' �''F , r! �'° 'Z: t. - - �. ?� lA �r $ INSPECTIONS DATE BY N. BY RE- INSPECT BY ROUGHING FINAL ROUGHING GAS Oki. CLEAN -UP H. W. HEATER CONN SEWER CONTRACTOR 4/�.i iv " PHONE • / �/ PERMIT NO. l/d `ST DATE g -4 - / FEE $ 9 Ar NEW BLDG. 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE J $ $ SEPTIC TANK $ $ SEWER $ $ SOLAR HEATER $ $ GAS $ $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING o n /ZtSJ ROUGHING GAS Oki. H. W. HEATER CONN SEWER RANGE CONN. SEPTIC TANK 16 - ( p - Si I,�. D r1 SOLAR HEATER FIX URES & FINAL FIXTURES CONTRACTOR •� �� l.. PHONE PERMIT NO. // 91 6 DATE . -'' - 67 FEE $ ,../ej � `'' REPA3B� NEW BLDG. I ALTERATION I ADDITION SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING '- (p 0 Oki. H. W. HEATER CONN RANGE CONN. 7 FIX URES & FINAL V "" - tad INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY ADDRESS 1130 I1.E. 92n/i. STREET LEGAL LOT 4 BTU. 3 BAY LTJRE RECORD GAR BAG E TAX PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER LE. & IBS. A. PATRICK / f - IA _ 4% /..;;-,-. 1 - 5 / - o n - - a PER= #11836 - -- 7/26/51 OWNER'S NAME Albert A. Patrick JOB LOCATION (ST. OR AVE.) 1130 N. E. 92nd St. GENERAL CONTRACTOR Alurma Screen Panels 3405 BUILDING PERMIT NO. ZONE REQUIREMENTS CU. FT. DRAWINGS. SPECIFICATIONS, NEW CONSTRUCTION REPAIRS ALTERATION ADDITION SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD S.JBMITTFD TO VILLAGE COUNCIL CERTIFICATE OF OCCUPANCY NO. DATE 3- 20-56 cerPe APPROVED 411 11EJ ' ECIT[3 ISSUED 1130 N. E. 92nd St. LOT BLOCK 4 3 PLAN CUBE PRESENT ADDRESS ADDRESS PERMIT FEE 5 3,541 Read RESTRICTIONS AND CUBE CHECKED BY: TYPE STORIES ROOF CONSTRUCTION DESCR IPTION DESCRI PTION REFERRED TO COUNCIL BY 13.00 TO CU. FT. REMARKS LICENSE NO. Bay Lure PHONE NO. NO. DATE EST. COST S BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE SUBDIVISION REASONS LICENSE NO. 1217 BUILDER'S BOND PHONE NO. 1300,00 DATE 3 -19 -56 INTERIOR CONSTRUCTION INSPECTIONS DATE BY RE-INSPECT BY RE- INSPECT BY FOUNDATION- 4 --- Zi —)4 �p - Kltill /J le/7 TEMPORARY SERVICE $ •BEAMS & LPi*TELS H. W. HEATER CONN. S SEWER RANGE CONN. FRAMING -' '6 -� 7- 4 f ✓-r�i% - � /AJ $ GAS FIXTURES $ $ $ INSPECTIONS FINAL . - / - 4-Z t. - /e ' q( RE- INSPECT BY ROUGHING CLEAN -UP GAS CONTRACTOR PHONE PERMIT NO. I DATE FEE S 1 NEW BLDG. 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE TEMPORARY SERVICE $ SEPTIC TANK H. W. HEATER CONN. S SEWER RANGE CONN. $ SOLAR HEATER MOTORS $ GAS FIXTURES $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING TEMP. SERVICE GAS ROUGHING SEWER H. W. HEATER CONN. SEPTIC TANK RANGE CONN. SOLAR HEATER FIXTURES FIXTURES & FINAL CONTRACTOR PHONE PERMIT NO. 1 DATE FEE $ NEW BLDG. 1 ALTERATION 1 ADDITION FEPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN. RANGE CONN. FIXTURES & FINAL PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY ELECTRICAL TYPE Minimum Fee QTY. TN Dryer QTY. TYPE: Outlet, Appliance QTY. '1 \ Service Repair Q "I'Y. A/C 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 Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New PLUMBING TYPE A/C Condensate QTY. .i.Yi,i,, Drains, Roof VII-. TYPE Miscellaneous Fixture Q ' I " . Soakage Pit Q . Q . Y . Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler 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 Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect 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 Page 3 r PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. MECHANICAL TYPE Minimum Fee A/C Central, Tons A/C Wall/Win. Tons Air Handler, Tons Barbecue Bath Fan - Vented, # QTY. TYPE. Condensate Drain Cooling Tower Dryer Vents, Number of Ductwork, Cost of Fire Sprinkler System Fireplaces, Number of QTY. TYPE: MN - - - - Generator Heating Strips, each Paint Booth Piping, Flammable Liquid Process/Pressure Piping Pressure Vessel QTY. Refrigeration, Tons Vent Hood, Cost Ventilation, Cost Periodic Inspections RECEIVED AND REVIEWED BY: DATE: SECTION B� /' 'fF, 6 y /&- Zoning Electrical Mechanical Plumbing Fire Public Works Structural 6 / /d /p 7r Building Official "` 4 l` l ,-, ` /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 Notary G me4-ft R VWED AND PREPARED BY: ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ►4(f $ ex (sht 5 (, ( x .6 x11000 0) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL cuo v 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 ...ARE MORE THAN SKIN DEEP E Gatorshield® is Allied's superior, triple-layer rust and corrosion resistant product protection, used exclusively for all 50/55®, 60/75®, and RS 20 and RS 40 structural steel tubing. Gatorshield coated steel tubing has been the standard of excellence and the product of choice for outdoor structures for over 15 years. Gatorshield tubing is given superior corro- sion resistance by our patented, in-line Flo-Coat® process. Coatings of zinc and chromate are applied, then a clear polymer top-coat seals the surface. The result is unmatched, long-lasting rust and corrosion protection. Gatorshield's bright, smooth and uniform surface retains its attractive appearance for an extended period. Aluminum turns a dull, dark gray as it ages. —Cold-Formed Steel Providing High Yield/High Tensile Strength Clear Organic Coating Conversion Coating Hot-Dipped Flo-Coato Uniform Zinc Galvanizing Interior Corrosion Resistant Coating ...CAN MAKE STRUCTURES 60% LESS COSTLY Gatorshield's advantages over aluminum add up. Lower material cost, less material required per structure, and less fabrication expense add up to a compelling cost argument in favor of Gatorshield tubing as the material of choice for outdoor structures. And the much reduced risk of post-installation failure due to welding and wind, snow or ice loading is Gatorshield's "insurance policy" against expensive repair or replacement in the future. Also, the use of steel reduces theft and vandalism of structures. . . the scrap value of aluminum is more than 10 times that of steel. Satisfied users agree on Gatorshield's cost effectiveness. And on its superiority. EQUIVALENT PIPE SIZE SIZE A 1 SM R LBS /FT '' -" 2 .815 x .072 .168 .0117 .0287 .263 .571 4 " 1.050 x.083 .252 .0296 .0565 .343 .857 1" 1.315 x .083 .321 .0612 .0931 .436 1.092 14" 1.660 x .083 .411 .1281 .1544 .558 1.397 1'- 1.900 x .095 .538 .2199 .2315 .639 1.831 2" 2.375 x .095 .680 .4429 .3729 .806 2.313 PROPERTY 50/55 w/ GATORSHIELD ALUMINUM Yield Strength 50,000 PSI Min. 25,000 PSI Tensile Strength 55,000 PSI Min. 30,000 PSI % Elongation 25% Min. - 15% Min. Modulus of Elasticity 30 x 10 PSI 10 x 10 PSI Typical Surface Hardness - Rockwell B 75 35 -40 SUBJECT LINEAR FEET GATORSHIELD ALUMINUM Domed Umbrella 768 1328 7' Typical Radius 71.5 103.5 ALUMINUM SIZE GATORSHIELD SIZE 1.315 x .083 (14 ga.) 1.050 x .083 (14 ga.) 1.660 x .083 (14 ga.) 1.315 x .083 (14 ga.) 1.900 x .095 (13 ga.) 1.660 x .095 (13 ga.) ALUMINUM SIZE GATORSHIELD SIZE 1.00 sq. x .125 (11 ga.) 1.00 sq. x .035 (20 ga.) 1.00x2.00x.125(11 ga.) 1.00x2.00x.035to.065 (20 ga. to 16 ga.) ADVANTAGE o GRE!/ TER STRENGTH EXAMPLES: o Gatorshield permits substitution of lighter gauge, less costly steel in place of heavier gauge alumi- num with no loss in strength. COMPARABLE STRENGTH �. Gatorshield's superior strength is the key to its advantage over aluminum, yielding greater structural integrity and requiring fewer linear feet of material per structure. In turn, these advantages translate into longer life and lower costs for outdoor structures. YOU'LL NEED LESS GATORSHIELD Gatorshield's higher strength permits the use of smaller sizes and /or,lighter walls to achieve the desired design performance. The reproductions of awning engineering drawings (right), and the table and examples below demonstrate that less Gatorshield tubing is required than aluminum for any given outdoor structure. Less material and Gatorshield's lower material cost (approximately 50% savings vs aluminum) give Gatorshield a compelling advantage over aluminum. MATERIAL NEEDED A = Cross- sectiona Area (inchesz) Assists in dete mining size, once load demand is known. I = Moment of Inertia (inches Measure of a tube's resistance o deflection under load. SM = Section Modulus (inches The key ingredient to determining load- carrying capabilities. R = Radius of Gyration (inches) The critical factor for determining buckling loads of a column. o Gatorshield also allows up to 22% reduction in outside diameter when compared to same gauge aluminum without sacrificing strength. COMPARABLE STRENGTH GATORSHIELD SECTION PROPERTIES- ALLIED'S GATORSHIELD THE ENGINEERED CHOI FOR OUTDOOR STRUCTURE LY%1G1tIVIVffrolffl2LIWIA101,11:7ffffe SUBJECT TOTAL WELD COUNT GATORSHIELD ALUMINUM Domed Umbrella 112 395 7' Typical Radius 55 95 TA ES MAKE IT THE STRUCTU ALUMINUM A VANTAGE: SUPERIOR FABRICA N A comparison of the requirements for fabricating outdoor structures of Gatorshield and aluminum reveal major advantages for Gatorshield: o Gatorshield ductile steel tubing withstands the bending and forming required for custom awning designs, recreational equipment, etc.. Common tempers of aluminum, however, continue to age- harden while in storage, and can break during any fabrication process, causing costly scrap losses. o Aluminum loses approximately 50% of its strength in the weld area, which could cause post - installation failure if welds are not located in low stress areas of the structure during its design. In addition, welding of aluminum, or using aluminum electrodes which contain magnesium, can result in unsightly black deposits. o Steel structures require significantly fewer welds as indicated in the table below and the engineering drawings to the left. The result is lower welding labor costs for Gatorshield structures. Welding Gatorshield also requires less expensive equip- ment and materials. And, unlike aluminum, Gatorshield can be easily welded in the field. WELDING REQUIREMENTS o Gatorshield steel tubing is easily and less expensively painted or powder coated than aluminum, offering variety in color, texture and sheen to enhance design possibilities and aesthetic appeal. Because Gatorshield's third coat has the same paint chemistry and surface consistency as costly primers, finish adhesion is excellent, providing a long- lasting, attractive appearance. COATING PROCESS COMPARISON ALLIED GATORSHIELD LIGHT WASH, CLEANING LIQUID OR POWDER COATING ALUMINUM CLEANING DESMUT DISPOSAL OF HEAVY METAL OR HAZARDOUS WASTE CONVERSION COATING OR ANODIZING Using Gatorshield eliminates extensive pre- cleaning and costly disposal of waste products generated when coating aluminum. LIQUID OR POWDER COATING � LUJ ij1[* 1 �1�IE�X� ADVANTAGE: UNMATCHED DURABILITY The higher rigidity of Gatorshield structures means less bowing and deflection than aluminum structures under identical load conditions. This translates to a much more stable installation, with far less chance of damage to the fabric covers, graphics and back -lit illumination equipment of custom awnings and the roofs of struc- tures. Gatorshield's superior hardness makes framing WIND LOAD COMPARISON Both test awnings were 15'0" wide by 3'6" high by 8'0" deep and identically attached to a supporting back wall structure. One awning frame was fabricated of Gatorshield 1.050" OD by 14 gauge and 0.815" OD by 15 gauge welded steel tubing; the other from ALLIED GATORSHIELD®/WIND SPEED Fabric cover flutters 50 in wind; very slight frame flutter. MPH Moderate fluttering L O of cover; still only Q slight frame MPH vibration. Increased cover 70 fluttering; moderate frame oscillation. MPH 80 MPH Violent fluttering of cover; eave framing bows downward about six inches at center. Post -test inspection revealed slight permanent downward bow in center of eave and at center of intermediate rafters. No failures evident. war AEA Mr rn� CONCLUSION For durability and installation stability, Allied's Gatorshieldo steel tubing is far superior to aluminum and support structures much more resistant to every- day dings and dents. And its approximately 30% greater load carrying capacity than aluminum, size for size, is dramatically revealed as a Gatorshield advantage in the test below which was conducted by Construction Research Laboratory, Inc. of Miami, an independent testing laboratory. Schedule 40 1.050" OD by 12 gauge and 0.840" OD by 12 gauge 6061T6 extruded aluminum pipe. Identical awning material was used for each. And each awning was subjected to wind speeds increased in 10 mph increments. ALUMINUM PIPE/WIND SPEED Moderate fluttering of fabric cover; MPH pronounced lateral movement of frame. 50 60 E ntire structure collapses in 4 MPH seconds. Post- test inspection disclosed complete failure of horizontal struts by buckling. for all awning and canopy frame applications. Full test information is available upon request. For all your structural applications, Gatorshield® gal- vanized steel tubing outperforms aluminum. Gatorshield is stronger, costs Tess, fabricates more easily, and has greater load- carrying capacity, while retaining its attrac- tive smooth, shiny surface. Specify Gatorshield®... for structures that last. alhed TUBE & CONDUIT MECHA DIVISION 16100 South Lathrop Ave Harvey, Illinois 60426 (800) 882-5543 A two INTERNATIONAL LTD. COMPANY PTA WARRANTY INFORMATION All warranties on Allied Tube & Conduit Corporation products and all applicable warranty limitations, disclaimers and exclusions, are set forth exclusively in Allied's quotation and acknowledgement forms, which are available on request. Nothing contained herein shall give rise to any express or implied warranties, including any warranty of merchantability, fitness for a particular purpose or otherwise, relating to Allied Tube & Conduit Corporation products. TERMS & CONDITIONS OF SALE This brochure is for promotional purposes only, and is not an offer to sell. Allied sells only on the terms and conditions set forth in its quotation and acknowledgement forms.