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46 NE 92 St (9)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No BP R O O c O O Name —9—A/1 u r Address Company Phone # For Inspectors / Name & Date Approved Cdrxetion Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat 2 O a -Time Type Insp'n Permit N Name Address Company (; — Zi Phone # For Inspector: Approved Correction Re- Insp'n Fee Type Insp Permit No. Name Address Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date B P oak - CompanyS� �t Phone # For Inspector / 2 l 0 k )3 Name & Date Date Type Insp'n Permit Name Address Company C31 / Phone # For Inspector7j 2-21 0 ck bName ate Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time MIAMI SHORES VILLAGE BUILDING DEPARTMENT o `b 305- 795 -2204 Building Inspection Request Date Type Insp'n � {' :. Final 5&: Permit No.. 13P05 eV Name \Jz r*. 115 Address .4-(0 Com}. ,any ® � Phone # _ Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Build�ng Inspection Request Date Type Insp'n / a E�" Permit No. h l,' " 0 �' ZY? Name S/Z— V f Address q‘ ,( Company EA—"e-4 Phone # Inspection Date rg//° Correction Re- Insp'n Fee ❑ C Q. P iTI P MPV i tti/A 213 RA S N1<1 Name c Address V N E 9Q- S I W . S14° a2r_Z F( Home Telephone 50 c^� L/ J G o 7a Business Telephone 15'4 I C) 6 o y Fax Other 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 NrF W PtPcN T Oct R. • INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: 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. APPLICATION f(Job Address: 41 1 `� - h( Job PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPDX Roofing Fence Other Apt. Folio Numbed/ Ce 0 /300Y 7 ` Lot " � 8 Block 1 Subdivision se C. 1 404.0 PB PG Current Use of Property Proposed Use of Property 1: Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Description of Work Zoning Square Feet Value of Work Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Master Permit No. {v4,sy o R €S City State PERMIT APPLICATION 4 1 ?? Subsidiary Permit No. �j�(� ' �`(/ C✓C o Zip Ro ZOO R + x_g Linear Feet Units Bldg Value ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Floors Page 2 IMPORTANT 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 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 Choosing a Contractor. STATE OF FLO\2IDA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner Signature of Contractor / Qualifier S7C ittS _EWKIuS Print Name Print Name d subscribed before me thi day of Sworn to and subscribed before me this day of 111,._.• r '.� '"ure of o f ry ' blic - SEAL: PO 4r, A G. 7 c et), . .,,..'zr. • •• • C My CG •, n�+ E.YSaHES N C �Df ft .. -- Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE. Service Repair QTY. A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton - Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel 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 MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. 'I'YI'E Generator QTY. 'I'YI'E 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 Solar Water Heater Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PLUMBING TYPE. A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. 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 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 Zoning ad 1�1�/j, !/ /O Electrical Mechanical Plumbing Fire Public Works Structural Building Official � f r / 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) $ b '` Code Enforcement Fine — �Q $ Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ /44e0- �D. REVIEWED AND PREPARED BY: (sq.ft. = x/1000 x0.60) (¢.005 /sq.ft.) (0.01 /sq.ft.) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT APPLICATION DATE: CONDITION OF A PPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1 /28/2002 Applicant: BARBARA Owner: JENKINS Contractor Local Phone: Fees: FEE2002 -470 FEE2002 -471 Description Building Fee Notary Fee Total Fees: Permit Status: Approved Permit Expiration: Work: FRONT DOOR & GUTTERS Signed: (INSPECTOR) Address: Cellular: This Permit is granted to the contractor or builder named above to construct th ordinances pertaining thereto and with the understanding that the work will be pe and approved by the proper municipal authorities. This Permit may be revoked a authorization. A further condition upon which this permit is granted is the unders• ordinances and regulations pertaining to the work covered hereby whether showr by his agents, servants or employees. In consideration of the issuance to me of this permit, I agree to perform the we with the plans, drawings, statements or specifications submitted to the proper at myself, my agent, servants or employes. Signed: (Contractor Amount $120.00 $5.00 $125.00 7/27/2002 Construction Value: 11 Wp }�o JENKINS BARBARA PAy To Building Permit Permit Number: BP2002 -158 Parcel # 1132060130040 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 7 & E1/2 LOT 8 BLK 1 Job Address: 46 NE 92 ST $99.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. fee is $50.00, which must be paid in advance before calling fc 7ioma& 46.A 2n �cltreeb /lTiant6 L' 9° &?, Y6' HE TriE ORDER OF aJL UNION PLANTERS BANK BAY HARBOR OFFICE 1132 KANE CONCOURSE BAY HARBOR ISLANDS. FL 33154 TOLL FREE (877) 848 -2265 FOR Page 1 of 1 Total Fees: $125.00 Total Receipts: $0.00 Re- inspection 63 -8416 1:0 6 now, Li': "6 2 680008 3811' L /75 6 1175 a o Daculry Faking x = f » l a O • T o ; 0 m y± e 0 - H ' 3 o 0 C7 0 \ 1 \Icempiaceslnocice accepnnce cover page.doc Internet mail address: postmaster Cbuildingcodeonline.com CE OF ACCEPTANCE �JLJ co.vntACro(i ) N oac.. (1.\T u(Vis(OX (305) 375 - FAX (305) 375 -2003 l' ROI)1'Cr CO.VrRO1- DIVISION (305) 375 - FAX (305) 373 -6330 ince (NOA) of: 6d) Outswing /Inswing Residential Insulated Steel Door - Impact Dade County governing the use of Alternate Materials and Types of 1 herein, has been recommended for acceptance by the Miami -Dade ice (BCCO) under the conditions specified herein. Kpiration date stated below. BCCO reserves the right to secure this jobsite or manufacturer's plant for quality control testing. If this the approved manner, BCCO may revoke, modify, or suspend the liately. BCCO reserves the right to revoke this approval, if it is t or material fails to meet the requirements of the South Florida - red by the manufacturer. Raul Rodriguez Chief Product Control Division E ADDITIONAL PAGES FOR SPECIFIC AND GENERAL COND ITIONS E & PRODUCT REVIEW COVIiVIITTEE as been reviewed by the BCCO and approved by the Building be used in Miami -Dade County, Florida under the conditions set 'MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -3901 FAX (305) 375 -29.03 COXTl1AC1 LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2553 Francisco J. Quintana, R.A. Dircctor Miami -Dade County Building Code.Compliance Office Homcpnge: http : / /www.buiidingcodeonline.cont Premdor Entry Systems ACCEPTANCE NO.: 00- 0720.05 APPROVED SEP 1 Li 260D EXPIRES : August 25 03 NOTICE OF ACCEPTANCE: . SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice. of Acceptance No. 97- 0204.08, which was issued on August 25 1997. It approves an outswing / inswing residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. : PRODUCT DESCRIPTION 2.1 The " Entergy" Series Single Flush (Embossed) Outswing / Inswing Residential Insulated Steel Doors — Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 31- 1015 -EW, titled "Entergy Wood Edge Steel door," Sheets 1 through 6 of 6, prepared by manufacturer, dated 2/18/97 and latest revised on 08- 21 -0'0, 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 hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of a single outswing / or inswing door, as shown in approved drawings. 3.2 Refer to corresponding design pressure table, for water infiltration requirements. 4. INSTALLATION 4.1 The outswing / or inswing residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 42 Hurricane protection system (shutters): the installation of this unit will not 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 an following statement: "Miami -Dade County Product Control Approved ". 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, ‘vith the manufacturer's name or logo, city and state. 6. BUILDING PERMIT 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 Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. ISt ,,fly 1. L �.��� Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division 2 of 3 Premdor Entry Systems 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ACCEPTANCE NO.: 00- 0720.05 APPROVED SEP 1 4 MO EXPIRES : August 25. 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS a1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been Fled 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 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 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. ■ Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3of3 R.H. INSWING L.H. INSWING PREP/DOR (ENTERGY -BRANS WED E3GE) 3' -0 x 6' -8 STEEL DOOR WITH BUMPER THRESHOLD IN A WOOD FRAME 7/16' x 1 3/4' lg. STAPLES (3J PER SIDE' 4' 17 :1/2' (TYP.) 48 x 1 3/4' SCREWS JAMBS TO THRESHOLD , (2) PER SIDE TOP OF ODOR TO 8 4 OF HINGE R.H. OUTSWING 4" 7/16' 31 3/16 TYP. ON HINGES 010 x I I/4' MINIMUM EMBEDMENT (5) PER SIDES ALTERNATE: 3/16' PFH TAPCONS _ w/1 1/2' MINIMUM EMBEDMENT 31 3/16'4 4' APPROVED AS COMPLYING VMTH THE SOUTH FLORAE) � BUIL !NG CODE DATE =- 2.A'T! 1f / Z O" PRODUCT CONTROL mislay 8UIl0ING CODE CIOMPUANCE OFTTCE ACCEPTANCE NO. Dn -0 - 0� 37 1/2' MAX KWIKSET 660 DEADLOCK KWIKSET 200 LOCKSET DUTSWING /INSWING DOORS 410 x 2' SCREWS (2) PER HINGE 5 1/2' 43 11/16' TOP OF DOOR TO OF LOCK 48 x 2' F.H.W.S. 010 x 1 1/4' MINIMUM EMBEDMENT. ALTERNATE, 3/16' PFH TAPCONS w/1 1/2' MINIMUM EMBEDMENT (2) @ THRESHOLD (2) @ HEADER BI 11 /16' MAX OUTSWING (VIEW FROM EXTERIOR) NOTES: 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO. QUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON STRUCTURAL ONE BY WOOD BUCK. 3. ALL ANCHORING SCREWS TO BE 010 WITH MINIMUM 1 1/4' EMBEDMENT INTO WOOD SUBSTRATE. I C I DADE COUNTY MUDIFICA 1 IONS 18 /0 /000 JU I B DADE COUNTY MODIFICAHONS. 1 / / 1 JU A I ADD PAGE 4 (DOOR OPTIONS) 19-25-9e1 RS I LIR. 1 REVISIONS I WE I 9Y I PART MANE: FNTFRGY worm FO62 STFFI DFUTR OR 0Y R.C. 1 DATE ? -1A -97 I __: INATT: I SCALE PREMDIIR ENTRY SYSTEMS %E. JEFFERSON - PITTSBURG, KS. 66762 LIMITS: 621.ESS NOTE), FRAC. : DEC AAA EXTRUSIDXS: 622.666 NOTED, Sr0. [06'1. 1Ll'S 31 1015 -EW A SHEET 1 OF 6 DESIGN PRFSSURF ATINCS VIIERE VAIER INFILTRATION REDIAREH(6T IS NEEDED x (tr.isyvittl1pp Mors) VIIERE VAIN INFILTRATION REOUIRENENT IS MIT NEEDED Positive Not Approved Not Approved x 4 76,0 psi' -76 osf Neoativp ITEM NO. DESCRIPTION PART NUMBER C01414ENTS 0 WOOD -HEAD JAMB EW -12 1 I/4' x 4 9/16' MTL. TO BE WOOD 0 COMPRESSION WEATHERSTRIP 9 -25 -98 LOXSEAL 9650 (BRONZE) 11/4' x 4 9/16' MIL. TO 4E WOOD JJ. /4' x 4 9/16' ?0 GA SUFI +.002 -.000) 6(R TIRO SIREISIII 25.(1 0 WHO-STRIKE .JAMB FIXED THRESHOLD EW -10 FW -13 D © TOP CHANNEL EW -05 © STEEL SKIN 26 ga. (017 O PHI YIIRETHANE FOAM CF1RF BASF FOAM - FW-04 0ENSITY 2.0 TO 2.5 Ibs. /Ft' 2.0 GA STF E I (,5' X 1628' X 0'1 ?') © BOTTOM CHANNEL Q WOOD LOCK BLOCK EW -08 4' W111E 1 II/16' X 15/16' X 79 5/16' MTL. TO 01 1, 0 WOOD STRIKE STILE — EW -07 WOOD HINGE STILE EW -06 1 11/16' X 15/16' X 79 5/16' MTL. TU DE W 0 LOCK FILLER PLATE EW -09 .050 THICK PLASTIC 0 4'x4' HINGE EW -15 .097 THICK (STEEL) 0 WOOD -HINGE JAMB FW -U 1 1/4' x 4 9/16' MTL. TO DE WOOD 1110 x 3/4' WOOD SCREWS (4) SCREWS PER HINGE © 610 x 2' F.H.W.S. (2) SCREWS PER HINGE O 1)10 1 V/HIHULP(1 1/4' CHBEa'(RI 02 7 /I6' RH I.PCOd V /HIHIHH 1 I/O' (ll810lCHI '' sows m sw, a uays rcu gi .w v + uttvs r H 0Da v e 010 x 3/4' F.H.W.S. (2) SCREWS PER HINGE 0 08 x 2' F.H.W.S. (2) AT EACH STRIKE PLATE OD LOCKSET KWIKSET BRAND 200 LOCK .750' 1.25' 1/4' GAP MAX. 81 1 /16' INTERIOR79 5/16' MAX S_CTI I\ S W I \ 2 BY WOOD BUCK \ B-B J — 2 BY WOOD BUCK 4.563' EXTERIOR O 410 x 1 1/4' MINIMUM EMBEDMENT OR 17 3/16 PFH TAPCONS WITH 1 1/2' MIN. EMBEDMENT (TYP) (2) PER HEAD JAMB 1.25' APPRO`!ED AS COMPLYIFiG WRITH SOLO F 0R BUI1p1H0 CODS o e o DATE _ y s BY 1 ka PRODUCT CONTFta OMSK)SI eu\LcA c COO€ 00MPUAIICE OFFICE ACCEPiA1x:E I YJ. 0 LD •o 410 x 1 1/4' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1 /2'MIN. EMBEDMENT (TYP) (2) PER HEAD JAMB x UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETV0E1 HIE EDGE OF CANOPY OR OVERHANG TO SILL TS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN NON- HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED 10 .ACCEPT VATER INFILTRATION. MATERIALS LIST 1PIvIC IAN 1FIIT0 r -- DADE COUNTY MODIFICATIONS wino J LIKIES LRLCSS NU1(0, FRAC. : DEC 81G. - EXTRUSIONS. 851(5S 1101(0, SID. CDK'L. ft.'S. DADE COUNTY MODIFICATIONS o /a/oo J A ADDED PAGE 4 (DOOR STYLES) 9 -25 -98 LIR. REVISIONS _R OAK PART NW ENTERGY WOO CTEFI mg Atilt SCAT DR. BT R.S. I DALE I -P0 -97 I PRE DE E \ITRY SYSTEMS 911 c JErrERSO11 n 1(1 (5 00, XS. 66162 31- 1015 -EW SHEET 2 OF 6 .750' 1.25' 1/4' GAP MAX. 81 1 /16' INTERIOR79 5/16' MAX S_CTI I\ S W I \ 2 BY WOOD BUCK \ B-B J — 2 BY WOOD BUCK 4.563' EXTERIOR O 410 x 1 1/4' MINIMUM EMBEDMENT OR 17 3/16 PFH TAPCONS WITH 1 1/2' MIN. EMBEDMENT (TYP) (2) PER HEAD JAMB 1.25' APPRO`!ED AS COMPLYIFiG WRITH SOLO F 0R BUI1p1H0 CODS o e o DATE _ y s BY 1 ka PRODUCT CONTFta OMSK)SI eu\LcA c COO€ 00MPUAIICE OFFICE ACCEPiA1x:E I YJ. 0 LD •o 410 x 1 1/4' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1 /2'MIN. EMBEDMENT (TYP) (2) PER HEAD JAMB x UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETV0E1 HIE EDGE OF CANOPY OR OVERHANG TO SILL TS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN NON- HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED 10 .ACCEPT VATER INFILTRATION. MATERIALS LIST 1PIvIC IAN 1FIIT0 r l � iyipg 0 I__ . EXTERI_R 350" APPROVED AS COMPLYING WIN THE SOUTH F DDA 8U1 D NG COOS DATE W N /� 2 dos eY ISGA1 I • L[(avAs PRODUCT CONTROI. OMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C 0 7 2 0 .0 S 36.00' MAX (NOMINAL) I \TERI_R SI- TI 1 1/4' MIN EMBEDMENT OF SCREW INTO WOOD OR 2, X' WOOD BUCK 3/16' PFH TAPCONS W/1 1/2' MINIMUM EMBEDMENT,.„. 37.50" MAX A -A INSWI\ 1.25' J 1/4' GAP MAX. 4 9/16' 2 X WOOD BUCK L UAUE COUNTY MUUIFICATIONS h fT l tioo J.1 - TT — DADE COUNTY MODIFICATIONS 1!7'00 1 J.1 4 VDU PAGE 4 (DOOR OPTIONS) - 25 - 99 RS RtVISIONS BATE I B' PART NAN[fNTE.BCiY WMJuDGF S TIT I DOOR Wit SCALE: LIDOS: UN[tSS IOI[D, FRAC. ' DEC ' Nrfi [XIRUSIUNS UNLESS !IVIED, SID. COWL. ILL'S. A LIR, BR. BY R.S. ( DAI[ p -P0 -97 PREMDDR ENTRY SYSTEMS 911 C. Iff[RSQI PIIISU.RG, KS. 66162 ( 31- 1015 - EW SHEET 3 OF 6 OCVICmu 1rnrn .. DESIGN PRESSURE; RAT IN ( utswinq oors) PART NUMBER VIIIUJI CNHIPT (R DVERIWI0 0 VIIERE VAICR INTILTRAlion REIRIIREHEHT IS HEEDED 1 mac VAIVAIER NG11.1Rh1001 MORDENT IS HIll NEEDED Positive +55.0 psi COMPRESSION WEATHERSTRIP 176.0 psi' x - ..1 , 1 x +76.0 psi' - .. DSF Nees iv- - ..I . 1 EW - 10 ITEM NO. DESCRIPTION PART NUMBER COMMENTS 0 WOOD-HEAD JAMB EW -12 11/4' x 4 9/16' MIL. TO BE WOOD 20 COMPRESSION WEATHERSTRIP LOXSEAL 9650 (BRONZE) I I/4' x 4 9/16' MTL. TO BE WOOD 0 W111 TR • 4: EW - 10 () BUMPER THRESHOLD FW -13 l 114' x_ ' 50 TOP CHANNEL EW -05 1 • © STEEL SKIN 26 pa. (017 +002 -.000) 011111110 0(0(IGI11 25.000 F PI Y R THAN FIAFI IR BASF FOAM - DENSITY 2.0 TO 2.5 Ibs. /Ft' 0 BOTTOM CHANNEL FW -04 0 OA SIEEL (.5' X_1,67.f3.:_X_.01?•) 9 O WOOD LOCK BLOCK EW - 08 4' WIOF 1 11/16' X 15/16' X 79 5/16' MTL. TO DE W01 W1301) STRIKE STILE EW-07 0 WOOD HINGE STILE — EW -06 1 11/16' X 15/16' X 79 5/16' MTL. TO BE WON 0 LOCK FILLER PLATE EW -09 .050 TRICK PLASTIC 0 4'x4' 111N01 EW -15 .097 TIIICK (STEEL) 0 WOOD-HINGE JAMB EW -11 1 1/4' x 4 9/16' i4TL. TO BE W000 0 1110 x 3/4' WOOD SCREWS (4) SCREWS PER HINGE © 010 x 2' F.H.W.S. (2) SCREWS PER HINGE O 0 111 FHVS V/HIHIHM 1 I /4' CHBECIEHI D2 / .' PC I ' 1A. V/H H H' �y HT 010 x 3/4' 1.11.W.S. w ssrcvs ra "" m scscvs rcc rue .wa 0 IIR'S rcC 0 Al (2) SCREWS PER HINGE O 118 x 2' F.H.W.S. (2) AT EACH STRIKE PLATE LOCKSET KWIKSET BRAND 200 LOCK .750' 81 1 /16' MAX EXTERIOR 79 5/16' 1/4' GAP MAX. 2 BY 4/00D TSW,J\ BUCK B-B J —2 BY WOOD BUCK 4.563' _4 INTERIOR 1.25' 010 x 1 1/4'. MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1 /2'MIN. EMBEDMENT (TYP) (2) PER HEAD JAMB AF PROVEbiL5COMF:WIG Will THE 23UTH Ri00400ia.p-t-NGC00E IOATE f /, 1 00, ®Y 151,E\. L1+4�.V,' P.R000CT C0AROL 01V1910N 9UIIi➢It/C oLt (ICUPLWICE OFFCE 17 110 x 1 1/4' �N1MUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 1 1/2' MIN. EMBEDMENT (TYP) (2) PER HEAD JAMB UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BE160111 THE EDGE O1 CAMTPY OR OVERHANG 10 SILL IS LESS TITAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN NON-HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED 10 ACCEPT VAICR INFILTRATION. MATERIALS LIST 110115 1A&CSS N0100, [RAC 1(0. NI66. [XIRUSIMS: D1.055 1101ED, S10. 00 10.'5. DR. BT R.S. DAIEU -Pn -97 1 E TRY SYSTEMS C PRE v DOR 911 ( (fFURSON PIIISBURS, KS. 66762 A DADE COUNTY MODIFICATIONS DADE COUNTY MODIFICATIONS A ADDED PAGE 4 (DOOR STYLES) 11R. REVISIONS PMI HAIL: ENIERCTY 6/11111) FDGE STE I I)UOR_ NAIL: I SCALE: e /21/00 JD 0/3/00 JD 9 -25 -9B RS BAIL BY 31- 1015 -E6/ SHEET 4 OF 6 REVISION L11110 c O 2• X' WOOD BUCK .750• 76.00• NA% (NOMINAL.) EXTERI IRTERI - R O © 1 1/4' MIN EMBEDMENT OF SCREW INTO 4 /OOD OR 3/16' PFH TAPCONS W/1 1/2' MINIMUM EMBEDMENT..... 37.50' MAX _:TII\ A -A APPROVED AS COMPLYING NATH THE SOUTH FL.. pp��BB••1/0Jq 011501 I0 CODE OATE �y�f /'Q, ZOo' PRODUCT CONTROL 8M51011 13111113010 CODE COIIPL•YANCE OFFICE ACCEPTANCE N0. Qf2D7ZD •D 7 o 911 E. XEEERSfp1 PIIISBURL, KS. 66162 1.25' TSWI tIRIIS UNLESS 1101ED, IRK. DEC NIL EXIRUSIDNS UIILESS 110IED, SID. CURL. IOC'S DR. BY R.S. I DAZE ? - 2D -97 PREMDtIR ENTRY SYSTEMS 1/4' GAP MAX. A LIR A 4 9/16' 2 X WOOD BUCK UADE COUNTY MUUIFICATTUNS 7/21/00 J. 1/3/00 R` DAIS ' SUFI DI1Ok DADE COUNTY MODIFICATIONS DDED PAGE 4 (DOUR OPTIONS) REVISIONS PART NARG FNTFRGY W(1C1 F IICW MR! SCALEI 9 -25-90 31- 1015 -EW SHEET 5 OF 6 1 oFTncmu l 13 )ro • • • 79 5/16 MAX BLANK TOP 4 -PANEL '10 -PANEL 36" MAX MAX T ER 6 -PANEL 989 999 OLIO 999 DUD 999 18 -PANEL R SLAB STYL =S (FL 4 -PANEL FLUSH 9 -PANEL GEN ®®® d c. 12 -PANEL 67 4 -PANEL EYEBROW APPP.OVEO AS COMPLYI170 % TH THE 6OUTII F3.0RIDApmDII IGCOOEE DATE_ ` Dt/ J4 20' BY J149 I- Lla�..,aa PRODUCT CONTROL DIVISION BUILDING CODE LIOMPLLIHCE OFFICE ACCEPTAMCE No. op- o1 Zo .05 S 68 v - -5 -PANEL W /SCROLL B SS 69 E 5 -PANEL EYEBROW W /SCROLL Ell 8 -PANEL 5 -PANEL CROSS BUCK 5 -PANEL EYEBROW LIN11S: UNLESS 110118, FRAL DEE. • AND. EXTRUSIONS: I.R&LSS 88118, SI8. U3i1. ILL'S. FNGINF R: DR. 81 R.S. ( 01)1 9=25 -9B 1 LIR, NNE ENTRY SYSTEfS 911 E.DFERSON PI11S8I. G, KS. 66762 8810t001111 11811)) K iI10OS RIVISIOUS PAR1 IIAHE:ENFERGY WOOD EDGE STEEL DOOR W11'L: SCALD 0/7/00 011)1_ 31-1015 -DA/ SHEET 6 OF [REVISION LCMIER Date ' /t PO/ Job Address Legal Description Owner/Lessee / Tenant Owner's Address Contracting Co. Qualifier \/ ®/ State Z2600`799 Municipal # Architect/Engineer ,/'V�/' Address Bonding Company /0/ Address Mortgagor /117/9 • Address PLUMBING MECHANICAL ROOFING PAVING FENCE / Permit Type (circle one): BUILDING ELECTRICAL WORK DESCRIPTION Notary My Co Gto APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 1 /6 Historically Designated: Q 4 _ * to i er and/or a. ndo P �:7;*i. ssion Expires: CUYSJ 417u , i°g ?,Ap No ARY PZF$LTC 5- TAY'Ecy RIDA CO,MMF sioN NO. CCiF O3 IL _MY CO MM�tON EXP. M� � SS# Tax Folio Square Ft. Estimated Cost (value) FEES: PERMIT x'07 €P-0 RADON C.C.F. 7 0 NOTARY , Building Plumbing Yes No X ' Master Permit # VI)C ‘6941e0 9 frhone y S9/—/571 Ins. Co. Td /�G/ Address Competency # Phone P 9� �a QG- ©C) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin Furthermore, I authorize the above -named con tr�ctet�te work stated. • • gnature fown er Sign ture of Contractor or Owner -Buil art ate Notary as to ontract '�� j( : uildLY P My Conunission Exp , s:\ y ,� COMMISSION NUMBER ;:n; • CC7486o ., P 6GV eolol?Ak4.,186f.XPIREB OF f� MAY 11 Structural Engineer BOND TOTAL DUE Date SIGN aj ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT / FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS 9' CENTRAL HEATING DISHWASHER RECEPTACLES 6 A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AM'S DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE MOUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEIti6LIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS ' HEATER -NEW INST. GENERATORS TRANSFORMERS _ I HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE / SWIMdING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4' TILE/RES. VIOLATION PUI+Q & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. - CATCH BASIN OISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET _ SOLAR WATER HEATER FIRE STANDPIPE '001 PIPING _AWN SPRINKLER SYSTEM ` 3AS RANGE - AETER SET (GAS) ;AS PIPING • ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL PROPT OI /�� , e - / i U New Construction Enclosure / T TT Y Name � , � s 7 Repair Alteration Interior Address 77 / • �hO `E . S i 3 /3 Demolish L Home Telephone 2 ac -7)---c/.(... U Foundation Only �/ Add'I Attachment Business Telephone --) K.c..0 F-1—) Other C ry Fax ,ADC I3'75/ 7 2 ) 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 Step 1. Job Address: Address PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other INSTCRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: 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. APPLICATION 34' Apt. • Folio Number 3.)-0 P 0 JRl/C/ / Description of Lot 9 t/ 1 b Block Subdivision , PB / PG 1 Zoning Current Use of Property Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax 6p.00c,113 , Master Permit No. Subsidiary Permit No. A9.744 i , Sh,)S � City State Square Feet talrte of Work Flood Zone /Voss/ - s4ra Linear Feet ( C . Units Floors ' Ob Bldg Value Tax Assessed/Appraised Value Base Floor Elev. PERMIT APPLICATION Zip ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name p 1. DO NOT BEGIN ANY WORK WITHOUT HAVING .RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant �v 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. c 4— Page 2 IMPORTANT NOTICES 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. r 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. tti LS 0 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 r 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 Choosing a Contractor. STATE OF FLORIDA, C UNTY OF IAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE ignature of Owner Signature of Contractor / Qualifier Print Name Swo :, d subscribed before me du SEAL: Personally known to of on _ _ AV' AA BECI OH 1 11 �(7 ooctassoa uudsaa 4: = CC786697 COUMiCS- la :'1IPM ^ CF ;` NCV. :S,i:JD OR, Produced Identification Type of Identification ProducedFLsD .. Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. 'l'YI'E Service Repair QTY. A/C Central 1 -3 Ton Cooling Tower Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton - Paint Booth Fire Pump Ventilation, Cost Outlet, Switch Air Handler, Tons Signs Ductwork, Cost of A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) - Process/Pressure Piping A/C Central 16 -20 Ton Fixture Light Bath Fan - Vented, # Parking Lot Lights Fireplaces, Number of 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 Lbw -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL i'Y'1'E Minimum Fee QTY. TYI'E Condensate Drain QTY TYPE Generator QTY TYPE Refrigeration, Tons QTY. A/C Central, Tons Bath Tub Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Filter Replace Ventilation, Cost Pool Piping Air Handler, Tons Sprinkler Repair Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Cap - Water Gas - Appliance Bath Fan - Vented, # Pump, Domestic Fireplaces, Number of Pressure Vessel Cap - Sewer PLUMBING TYPE A/C Condensate . QTY TYPE Drains, Roof QTY TYPE Miscellaneous Fixture QTY TYPE Soakage Pit QTY 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 • 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 B DATE Zoning ( L (2l 31 Electrical Mechanical Plumbing Fire Public Works Structural Building Official 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 ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ (49 .0 e LD (sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) � TOTA $ CD '" V ,.t.1 ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL �o 5LA T( 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com rt Revised July 2001 . rr V • r�t�d81.�5 • u'ir.'r01 • 1. • +,:y...•••: i • • • • • • a+F +, 4. a.r... • • • • • • f 4 . • • • .• • •• • • • • ••• • • • • • • • • • . s • • i• • • • • 1 '1 uW• iI 1 ► Iv 3 7-z ru mo Y9 • • • • •• • • !'Yld A]Al • • . • • • • • • • ; • • • •• • • • • •• ' • • • • • ',• ••• • • , • • • • • • • • • . • • • • • . • • • •' .r • • : ; i • ' • /,•; ....i • „ µ,,, , '''1. : - :.w< . Y V. • • / 4 . . •.... • A r• • L r • • • t. • • v • I, • • AC • • 14 =1' Cpl ®N 1 p• •.l ' JwY 7 ..A �.�^ V ... 3" X 3" ROOF EDGE. 1"X 2" PT BLOCKING 1" X 8" PT FASCIA METAL LATH SOFFIT Wj AND STUCCO VENT @ 8'-0" 4 X 6.. SCREENED 0.C. 8" X 12„ CONC. T 5# CONT. AND 3# TIES, W (4) 1st. @ " 12" AL. @ 48" O.C. PROVID EVERY CORNER BARS AT E (21 SMOOTH STUCCO PIN. 1 6" W. X j,;" H CONC. REINF. TG W/, (2) 5# CONT. . O VERLAP 30" Al- CORNERS. 10 FT CROUND ROD STUB OUT 3" FORGEC CO NN. .......... r ki 5/8" EXT PLYW WD. TRUSS • • • .• ... • .. .. • .... .. . • • . . • . • • . . • • • • • . • • • • • .. . • • • .. • • • . .. • • • • .. • • .. • • • 1 it A RCHITECTURAL CEMENT BLOCK VENT W/ SCREEN I ?'X6'-0' • ITc -1) a. X 12' • C ONCRETE COL W w j . . •r ---� 5T1 * 12' o/C Wt - ' ED ft 36 'X6' -B' ,�TAL DOoR TO . ti INSTALLED 'I -16 16'X12 PooTING wi 2 -+ ,.,. kcHITECTURAL 'ENT BLOCK ENT W/ 8cREEN "X6' -12' `":5<12' LLP -16 W/ 1 uc -1) 8' X 12 !NCRETE CoL '. " 5 W /«3 p IZR • 12' o/c 33'- I1I1III :U if111111 � 1j11111111111111111111Np 11111 TB -1) ABOVE VENT "L 111111111111 111111111111111 1 11 11 11 % '`' ' 2 �' I(fgll�''allt t; 1m ' I11IItf 4 5111111111111110 1 1 2 (C -1) 125001 7 ONCIRVE COL. W/ AND o/c N3 8' (Tc -2) CONCRE PILLED CELL W 1 °5 CONT 14 '-0')( 8' -6' METAL GARAG=E POOR SEE ATTACHED N.O.A (c -1) 125;20' CoNCRET'E COL. W/ l -M5 AND 4 3 m 8' O/C DITION SCALE: 1/4 li-0 -8" COuc.�LR WALL ' L A S E , RID 1013 AILS 4", ; D 4 0 'd = U nf fy Li) ark is, • • • • .. • • • • .... • • • • .... • • • .. .. .. • • • • .. • •••• . .. • • • • • •••• .. . • • • • • • .. • • • • .. • .. • • • • • Witness(sign and print) - cu�nL SlioreJ Grp O R1D�' AFFIDAVIT STATE OF FLORIDA) COUNTY OF DADE) / The undersigned Affiant,ti �/f t. )Al . ) 3 , does hereby attest that the (property owner) attached survey, performed by (name of surveyor's cdmpany) performed on T / /p2 /.ZCpC) , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permit$.. Further, Affiant sayeth naught. Witness(sign and print) SWORN TO AND SUBSCRIBED before me this day of a :zoo Affiant is pe rsonally known to me, )/ produced fication. Square Signature of own Notary as t My Comm APPRO ///,/.'q Mortgagor J�/7/1, Bonding Company 6ses Zoning / / MechanicalL — 67 Y i - �' r Plumbing PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ° <724, es (Job Address 4/,‘ // Q < , . Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant PPS' °% rh rtry f niS Owner's Address `/`�j 97 Contracting Co , ( %/2k/ address Qualifier 1 . 1 (2 ) d d N State # C Municipal # cCr2 7 ?Competency # A d d r e s s ` 7 N1 P/6 c Architect /Engineer ,/ 4 / f kPc6.9 c Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN L �/ WORK DESCRIPTION v ' Y1 '/ F vQ.� Li, !1 0 0� 7 / � � w ( otZ ) Gs t` 5 ) f l WARNING T OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE 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 AFr1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. and/or Condo Pres . -. AFFlctALPIOTAR 6G furor) FFRP' C1 Vii.:'.... -; ;t4 ASER c C Building W Date Date o s 4t4 64/444F/03‘ S e t' : Add . Jib 60, 4', 4-kAn RMIT' *O 6 • RADON C.C.F. /ss NOTARY -- B Address Address Signature o Notary as to Con My Commission E Master Permit # 7 72, / Phone- OS 75 6 b 7 2 - Phone r�� ezi7C Ins. Co. Estimated Cost (value}�'.7O cad gatikt 3 NOISSIWWOO All 4. Electrical Date Dat 5 " BOND 3 o 0 TOTAL DUE ? O Structural Engineer /,/ 3 / l5/ PERMIT NO. .C/ /� TAX FOLIO NO. / 1 3 07 p6 - o / ,3_ op 4. , STATE OF FLORIDA: COUNTY �jF DADE: 1018 197622 2001 APR 20 14:08 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with. Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 44 ./i 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: ..1.L. v halm tI' , MENT '744,• J y . 1 4 �� e ftr) -n J, k/ s 4. Contractor's name and address:. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: /WA Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71 3.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Fvf4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owners Na Sworn to ands bscribed before me this?C7 day Notary Pu Print Not ' Name My Commission Expir 2 e t1bby/ 9�F NO MY COhMMISSJON EXPIRES OFF . NOV. 1: ,2002 STATE OF FLORIDA, COUNTY OF DADE . I HEREBY CERTIFY that thrs a true copy o/ the ongrnal tiled in.thrs of ce on day of , AD 20 O/ WITNESS my hart and Official Seal. HARVEY RUViN K,. Ott and Coun!y.Courts ny V .. T D.C. Address: ;<o N 9 Z C.)32 Prepared by: r t— 4 l/ /1& -$7 ELJILD_NG Alm 2CNI G ,E,3_. --- aPa,A00) 10050 N. I. ^ ?V E BUILDING PE41IT/CONMAC RS RmISTRi .as'TC`{ CC D/ Of. STATE OF FLORIDA CanCIFIC2TION (DPER) STAGE REGISTRATION AND DADE COUNTY COMPETENCY LIC. NSE. Cosy of .current OCCUPATIONAL LICENSE from coca: - o c ^a1 _ v where business is located. . 7 C=rt!ficate of Insurance for LIABILITY (addressed to ?i '.i Shores Village). V Certificate of Insuurance for WORKER'S COMP (address& t^ miaai TWo ShoresVillage) or if exempt. State of Florida LES Form BC4--204, Construction lndustri Notice of Election to be Exempt. PLEASE SUBMIT EVERM NG CHECKED OFF (7 Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized) . TWo sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and ceit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. StruuLuLal Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Four sets of energy calculations, signed and sealed sets of signed & sealed Truss Plan (Engineer). 0 - DADE Comity or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). DERM Warranty Deed or Other Proof of Ownership if necessary. StruLtu .dl Review fee Sr" 4(_ az Flood Elevation Notice of Commencement PERMIT NO. • ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL . PLUMBING FIRE ''• PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to cocepilance with alt Federal, State. County. Village ruses Ind regulations. Wage MAXIM no responsibility for accuracy otlor resutts from these pans. 2. This copy of piens must be avallabIe ce building site or no Inspection MR be conducted. JOB ADDRESS 4 16 it/ • ET. APPLICANT Tit et — e44 krit5 • A Va., # 4tv?PrY. PHONE It 'WA; • 02 .6 APPUCATION 'SHEET OF MISCELLANEOUS • n Wtt4T TyP6 oF ic;oP" T7 ' / L 4) (Nib/ T /5 FIAR.sh 6 c= /Vi ivezt ven/47 AKtr. /4/$ Tc3 /9c.c-& Z/A/ et-ei slie/vcczei fitievt, - Ce/fli 41r 0 ,, 5 6 .t .- i 0\ u v;{ , i t \ l / /1/--4 1. 6" - r" 4 6 /x/sri P ____V_ 1 5 lA b 1 5C/ceps ev /0 ie ezz ,.. ) , c,40 ‘,(( 6 c I TE PtiffIti - & -- 7 - 6/1-cie Fo4 3 prgi MV 0 E 5 iucT 41Ye:- n) i tm-r a i w a 41; "Til 5ctieve I-- Eiasnitic, c_cworrtoius CRITIQUE SHEET 1LP ti- t /SY-V-33- 3 z i PLAN REVIEW COMMENTS PROJECT NAME: fer1 I4 PROJECT ADDRESS: 44 Nm s f, REVIEWER: I-49145 -e r leg" SHEET NUMBER: 5 �' COMMENTS 6 ./ .f e Pav r o 1.1 ('l / 7. / 4`.- g tS Ivo /" i {O �!9 f' Me /4 = a" DATE : 1144/96 (I k1 1 oa * &b .dae - 5044-3,774 0 514.b Pro eiraGf it trrair41 s fiPir hem doors, wit1d ws IOVm 17444.el3' 5✓CYa-je do ®d a gmb V' l 4 ;_r i /# #1 PeM 0 fr 1A� X11 �rf��d r e o l�� o sar' e door, J/ 4 o e oF ® (;) Freigt �l Op 4 Prop- P� 5415 G A rrel o Duo orr° b� ° 6�y h e > c59Q 6.1 w d • g4 6 ° high. _— 6 CS�d i mA #a a = - S'gnature of Inspector it A6 Ato Whi Date Signed Title Total Number of Hours (PLEASE TURN IN A COPY OF THIS FOR1 AS YOUR TIME SHEET: FOR ALL PLAN REVIEW) 62, PLAN REVIEW COMMENTS PROTECT NAME: ,ren k / P( 5 PROJECT ADDRESS: 44 NE 11 REVIEWER: /16. L ofdal2 6= DATE: 06 /o0 V20/0 SHEET NUMBER: Si'' d:• (1 ) 3*-D * 1 v COMMENTS 6614.45e Vm ®r opev 1v, (7i/ si X 14 r -0 is fvo ° K dea K Fey e 0" th /4 -' , r shyn 9 F r^odiAd- Ap s coy- h doors, W),ldows 5iLorrw. eels g ava - e dea - 0041 fo per oa f use D� i¢ - a" ffar etle door, .she' how ithiJ will be ins/Al/ed. Lam. P3adk of , rD vv /s cvereh' 1 su.6m; hLcd • 1 " © floc sa75 GArrccga Door- )v be 8 -6 h1112 Prop. / ida So, Elev. scup 64" hr h . -- eo,ordina #e. /&stia 7)744,441 4frfrievii s vr d44-, 1t/ S'gnature of Inspector Title i t /i /av 2/z/oi Date Signed Total Number of Hours (PLEASE TURN A COPY OF THIS FORM AS YOUR TIME SHEET: FOR ALL PLAN REVIEW) JOB ADDRESS APPLICANT PHONE # P l • A.() /0 0 CRITIQUE SHEET Th APPLICATION # `SHEET OF MISCELLANEOUS po , PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING /ZONING DEPARTMEN- SECTION ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL BY DATE 1. Subf act to cocnptlancy with nit Federat Stat C. Village rues tad regutatkons. Yltage mum - no respons(billty for acc Crecy offor resutts frc these plans, 2. This copy of plans must ba `Yallabte tw ding site or no inspection 'edit be co thrcte - 7 N"'arek DATE 2o IV1/vv COMMENTS fi) whFi4 T" i 6 of ,2odf 7 Lc- '/ L CI.9 c ifs T /5 f7 / 6 64 d/ Neu Tiv/t/ 7 (-37 1 t Nozei ii j v ,9y de-r / vsr e-- (c3 7t. 9cc&-s--5 Z COQ te/A6-,a) w,iLL czD ,D,t,°/v 1 ,67./ a x.- cri.,v eoe' i ./ ati Gr s - r S /z 5 go , D u6-,-o .- ITIALS Le ? �& ,8E k'6 / 11/577 LCs SouThy aev io re 4A , X0612 , t fa 0 , re- Fo cr() G 62i¢G E ( 7 9 / 77o/ S/ ��M °E-5 � T i WWC -i9- T n r/ cr u� w(7(1 .Su.,Pl/Arts _,_ s= fir c- r ,���. PLAY REVIEW COMMENTS DATE: PROJECT NAME : ,Ten k r 14 4 PROJECT .ADDRESS ; 44 Ng 92 $ • REVIEWER: N,ls. C.oksdait 1 /°a SHEET NUMBER: ,SYruc-.'• 1 l/16/7 . 0 S gnature of Inspector Title Date Signed Total Number of Hours (PLEASE TURN IN A COPT OF THIS FQRN AS TOUR TIME SEZET: FOR ALL FLAX REVIEW) 1 /I 3Sdd ZL6899L90£:X03 -- -- 300111A S38CHS IwIW:QI L£ :£I 91. iZ "TT 92' °N 31Id T /I 3Sdd PLAY REVIEW COMMENTS PROJECT NAME: feeh k r K S PROJECT ADDRESS: 4� N sf. REVIEWER: SHEET NUMBER: s>W 1 7 . ,V3. Le1Rsdk ,�° DATE - tf1� /t'O OO COMMENTS © 6.- , e aver m illy? 11 /F6/ov Date Sighed -O ] 5 Produel afs �e+' doors els -ara -- e door'. IS Aj1u4/4/eu-- S gnature of Inspector Title Total. Number or Hours t. (PLEASE TURN IN A COPT OF THIS FOLLY AS TOUR TIME Saar: FOR ALL PLAN REVIEW) ZL689SLSOE:X03 -- - - 3901 A "SJNCHS 1.8:CI 9I, IZ /TT 92' °N 31Id JOB SITE: letAkt✓ts - ¢(p e?2 Sf . TYPE OF REVIEW: CODE SECTION 5 v /1!"v jot, b OLadIL..p4A, O C (Z C 5u/64 tve-a Avre -ts , Vim S ivewi ra-n ( y 6a-tr-o-Te, 5iy. o $ 4td" 5 / 'Piler de-1-4,;.i p d' e0.4n,tt (. v ee -ecL Sid-. d &idha -# is c .vtesS ef re sI ? ./o k f h-ex t Hz ' ' l °7 @ d - cG1 f l l -e v e f' b c 72 d`3 et. fe e. .to be 1°( b,. o¢e �,,) at e-0 r kewse A�ale b e roc TB ® 3� L.rart a -U' ro ' Tr e C4. n vz) rev eS a ... 1-v-4L pP ct. ( — G aur rep i.i.ce Z case i celt5 1nG G Dm 5eei n re i to f o rc )0e-3 (4 rzA. $ ? 21 7n eg p o r 4 rA- p� t U+ ha t re i J• d t� car W a S 4-o au e o 113. ry a s . ese e 61)1#e r e- Co rS es 9 F h vrete PLANS EXNi1TION SHEET r PAGE LOCATION C2! STS 56i at fi4 DATE: // BY: ii /6, CODE SECTION PAGE LOCATION PLANS EXAMLYATION SBEET JOB SITE: 4 P 5% ./ TYPE OF REVIEW: ,45,/ C �I COMEITS , 7 et.e'W t oG i e e_ / ft � z,fre e z ° ✓ 9 — e / /i 571Z /,(e)/ Vz/9/' 5 Liarni C.rhores}illage F L. O R 10 A PLANNING BOARD AGENDA OF June 17, 1999 ITEM NO. 3 Name of Owner /Applicant Thomas & Barbra Jenkins Phone No. (305) 754 - 6072 Name of Architect/Contractor Edward A. Landers, P.E. Phone No. 823 Address of Property, and/or Legal Description 46 NE 92 Street Nature of Request Approval of plans for garage/deeksmidgmto 4I€ c /fie Present Zoning R -20 Area of Present Building 2,186 sq. feet Area of Proposed Addition 594 sq. feet (15% = 328 sq. feet) . Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Setbacks Provided : Front Side VariancesZWa If addition is to be regarded as a flat roof addition, it will be over the maximum allowed. If the addition is considered a deck, it will comply with the code. Council Action Required Planning Board Action Council Action Rear Rear Director of Building and Zoning MIAMI SHORES VILLAGE PLANNING & ZONING BOARD MEETING JUNE 17, 1999 The regular meeting of the Planning and Zoning Board was held on Thursday June 17, 1999 at the Village Hall, commencing at 7:35PM, with the following present: Norman Powell, Acting Chairman Jim McCoy Max Wolfe Sturman Timothy Crutchfield Richard Fernandez Richard Sarafan, Village Attorney Also Present: Frank LuBien, Building & Zoning Director Veronica A. Galli, Recording Secretary All witnesses expected to testify were sworn in at this time. Mr. Femandez requested to address the Board after Item 46 on the Agenda regarding administrative measures. Mr. Powell approved his request. ITEM -1 MINUTES MAY 20, 1999 Mr. McCoy moved to approve the Minutes as presented. Mr. Sturman seconded the motion and the vote was unanimous in favor. ITEM #2 REQUEST FOR APPROVAL OF PLANS FOR FLAT ROOF ADDITION. Eugene Colson 1174 NE 105 Street Mr. Colson informed the Board that he had spoken to his neighbors regarding the flat roof addition and they were in favor of it. After a discussion, Mr. Femandez moved to approve the application as submitted. Mr. McCoy seconded the motion and the vote was unanimous in favor. ITEM T3 REQUEST FOR APPROVAL OF PLANS FOR GARAGE/DECK ADDITION. Thomas & Barbara Jenkins 45 NE 92 Street Mr. Fernandez began the discussion stating his concern that the suggested garage/deck addition could be an additional living space and suggested the applicant move the staircase to the inside of the structure rather than on the outside. Mr. Jenkins stated that he would be glad to put a window on the eastern elevation as well as move the staircase inside the new structure. Mr. Fernandez moved to approve the application with the condition that the staircase be moved to the interior of the new structure and that Planning & Zoning Board Meeting Item #3 continued -2- June 17, 1999 window /windows be placed on the eastern elevation. The size of the window to be determined by the Building Official. Mr. Sturman seconded the motion and the vote was unanimous in favor. ITEM #4 REQUEST FOR APPROVAL OF PLANS FOR CAR WASH AT WESTAR GAS STATION. Pesco Enterprises Inc./Westar 8700 Biscayne Blvd. Mr. Sarafan was asked to clarify the Village Code with respect to the request for a car wash. Mr. Sarafan stated that a car wash is not allowed in Miami Shores. After a discussion, Mr. Fernandez moved to deny the application. Mr. Sturman seconded the motion and the vote was unanimous in favor. ITEM #5 REQUEST FOR APPROVAL OF PLANS FOR A SWIMM]NG POOL IN THE SIDE SETBACK. Joe Collins/Todd Jost 9100 NW 1 Avenue Mr. Collins addressed the Board with his request for a hardship variance to install a swimming pool. Mr. Fernandez stated that the applicant has no particular and unusual circumstances to permit a variance. After discussion, Mr. Collins withdrew his application. ITEM #5A APPROVAL OF PLANS FOR NEW SIGN COPY ON EXISTING SIGN. Mohamed Ibrahim 8849 Biscayne Blvd. Mr. Ibrahim explained to the Board that he is in the process of completely renovating his property and that the new signage was important to identify the school that is to be there. After a discussion, Mr. Crutchfield moved to approve the plans as submitted. Mr. McCoy seconded the motion for discussion, Mr. LuBien brought to the Boards' attention that the property owner has not obtained an Occupational License or a Certificate of Occupancy. Mr. Crutchfield moved to amend his motion to include that the property owner, Mr. Ibrahim must obtain an Occupational License and a Certificate of Occupancy for this location. Mr. McCoy seconded the amended motion and the vote was unanimous in favor. ITEM #6 TRAFFIC CALMING- DISCUSSION AND POSSIBLE ACTION Mr. Rich Freeman, Director of Community Development, informed the Board that a Task Force has been appointed to study the possibility of traffic calming devices throughout the Village and to look into obtaining a grant for the traffic study. He also Planning & Zoning Board meeting ITEM #7 ADMINISTRATIVE MEASURES - 3 - June 17, 1999 stated that he has been in contact with consultants that would be available to give the Board a workshop on the traffic calming devices when it was appropriate. Mr. Freeman also stated that he would be keeping the Board informed of all the findings of the Task Force as they became available to him. Mr. Fernandez began his statement to the Board by suggesting that each Board member have a copy of the following: Complete set of Code Books Zoning map of the Village (Mr. LuBien provided a copy to each member.) Comprehensive Plan A copy of the Appeals Process A copy of the Ex -party Communication Ordinance A copy of AGO 81 -6 dated 2/11/96 Mr. Fernandez also proposed to have regular scheduled discussion issues. The June 17, 1999 meeting of the Miami Shores Planning & Zoning Board was adjourned at 10:35PM. Veronica A. Galli, Recording Secretary Norman Powell, Acting Chairman Phone (305) 754 -6072 To: City of Miami Shores Village Board of Planning & Building Dear Sirs, 46 NE 92 ST Miami Shores FL June 07, 1999 Thank you for taking the time to consider my request. It is my desire to build a garage / sun deck addition to my home. This addition would not be visible from the street, although I have seen similar garage / deck additions which have been added to the fronts of other homes here in the Shores. Being a resident of Miami Shores, I can appreciate the need for limiting the size of flat roof additions. Unfortunately, in order to have a suitable floor for my deck, it is necessary to make the garage roof flat. In no way is this an attempt to cut costs in labor or materials; a poured concrete roof with a parapet rail will only increase my expense in both cases. Furthermore, in my view it will enhance the overall appearance and add to the overall value of my home. Gentlemen it is also my wish that my wife could have a safe and secure place to sunbathe. As you know there is an alley that runs through the middle of my block. There are many benefits to having an alley but there is also some loss. I think the elevated deck with a surrounding wall would create a much more private and safe place to enjoy the South Florida sun. It is for these reasons I ask you gentlemen to approve my application for a building permit. Thank you again for taking the time to consider my request. Sincerel , Thomas Ienkins Nce 00 ‘IA s, q N - G u.. S . _ ..... •r/1spho /7 ......../ 0 :\\ 11 ; 4•ko 0.30 flemke 0 4 .8 0 7.7o' 1 . • • 71.5. par, G 6. / .8s \ /2.16' . y � /2esid7 7 e 1 36 3. \ A ' . �o 4o -so • /0. ke .1.50)(S. ptm4tr /314S Or7e v /8,/o• V PROPOSED GARAGE /DECK Scu. iii c polC 35,o' . inv_. • It •b• 9 990 This . pro; All of L 1/2 of L �-- AMEND c` MIAMI SH( accordin thereof, Plat Boo the P Dade C' ja 4 C t re (r -� , mac 9. rig �t 1,(01)) BROOM FINISH SLAB TO WAVE 1/8' SLOPE WINDOW OPENING TO BE FILLED W/ MATCH ISTING i RIOR FINISH 6' REIN F. GONG. SLAB 6X6 WIRE SEE DETAIL ARCHITECTURAL CEMENT BLOCK VENT W/ SCREEN 12'X6' -0' GNU TO BE FILLED CELL (TYP) W/ • 5- CONT IN FILLED CELL - 16'X12' FOOTING IW4 -5 AND 3 STIRR. • 10' 0.G NEW 36 7x6' -8' METAL DOOR TO BE INSTALLED 12'X20' CONCRETE COL W/ 6 -5 BARS (TYP) 14' -0'X 8' -6' METAL GARAGE DOOR (STANLEY) 12700' CONCRETE COL. W/ 6 -5 BARS (TYP) 8'X16' CONCRETE COL W/ 4 -5 BARS (TYP) NEW DADE COUNTY APPROVED 24'X50' WINDOW TO BE INSTALLED EXISTING CMU WALL TO REMAIN 7x16 CONCRETE COL LW 4 -5 BARB (TYP) POURED REIN CONC. W/ 4 -5 BARS NEW DADE COUNTY APPROVED 247x50° WINDOW TO BE INSTALLED MMILy ARCHITECTURAL CHIT BLOCK VENT W/ SCREEN 0'X6' -0' 167x12' FOOTING IW 4 -5 AND • STIRR. • 10' OZ.- CMU TO BE FILLED CELL (TYP) W/ • 5 CONT IN FILLED CELL SCALE: 1/4' = 0' -0' 5/8' STUCCO CV NEW CMU WALL TO MATCH EXISTING- PROPOSED ADDITION riz) 1 8'-4' *7. 12'O4.TOPROVI ADDITIONAL 9 POST NEW .42' HIGH PARAPET W.4 • 5'-O' 1/8' SLOPE„ PER 12' 1/8' SLOPE; PER 12' 1 1/2' METAL RAIL GAP ('IYP) 0 38" A.F.P. FOOR PLAN SCALE: 1/4'= PROVIDE 4'X4' DRAIN THRU PARAPET WALL . AND GONG EYEBROW - 3 NOSE BAR PROVIDE 4'X4' DRAI; THRU PARAPET WALL AND GONG EYEBROW METAL PICKET SMALL HAVE 4' SPACE MAX DESIGN TO EE SPCC BY OM ER I I In' KETAL RAIL CAP (rep) s-rFal 7UI E, r 112 NEW 42' HIGH PARAPET WALL - NBU DADE COUNTY APPROVED 24'X90' Um'CO J TO BE INSTALLED PROPOSED EAST ELEVATION NEW 36X'_6' METAL DOOR TO SE INSTALLED - PROPOSED WEST ELEVATION MB 42' HIGH PARAPET WALL VENT W/ S :WARC TECTURAL. CEMENT BLOCK IE 4 LYXb' -0' SCALE: 1/4' L21 1111IN MINIM MEM MI BM IRMA. Milireal1 MEM (EXISTING STRJCi1$RE) 1115;111111 NI MUM 2111110. alma' r moos: V8' SLOPE • IT PROPOSED SOUTH ELEVATION SCALE 1/4'.1. -0' Signature RECEIPT C FtOt¢4T filal1C BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33135.2382 TELEPHONE (305) 795 -2204 FAX (305) 755.8972 I, 14004 b4S 3 fF M JNS contractor /owner, picked up 2 sets of plans for (address) / 6 tY c ' S ( from the Building and Zoning Department on (date) 7/2 �� to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. 1 ariX3 cuawers a i6-z a abHHO 14% V gQ7g gNllstx.1 1 A j 1 J Y j 4\1\ aTanlril9 JVI- Tapp a 1!! ld NotivAs`1 \-+3.0os > ) N. �e31t oinl l silo "P#'020)+•1fV2. - zevbilt•4.4 pile { grAig%1 !! cif 9c4/40c �I 3?) 6D rp•vl► n9 f 4 a�yli,`IX, "Pad >)h11g1 x I r 11 I 1 11 ffn &a :,7Aya4 ? . zstel. /M ' 5 -17 2£1 • mac 21 0_1 .�+ a o 'T''%'n Q s' Os 0 .2 1 4( -- "' ON 6Or • 1rr A O 1331-IS oo c star xa e 'I oS a, ? x�S , > .•1 , X,C beta% vn►1S) •.\f\CMOa II IYJ13 -*3 -J 3 1 $1151%0 1 1 SN _tz •) oa�� 1 1 1 11 , b 2 c.!\Jr r7 N 1 3-5 X Asivno) 299d 0I Pjd / /v o11'2•9 Sgt rr "" / ° ?V^ g -407 `? j L 17 7 • .. . ( 1 - 173r8fS 11V r^ $9 '�31Ya8 s _ 1 ' 9Nrsslx9; ! _ _ — - _ r, i 1 i • ..� _Inv r^ Sol �NI1SiX✓ t l i l ll ^_ _ — f ��t J lr9, ?30rSit� Eby h StMA'i J 1M3l 11 .7313 t L�tvs.a I • ___31bQ______A8 'd)1H7 cL,b,i 31va aa - ; ate 2 / 6 iLj L5+ vl, (5)j62 S =� 3 313 / MIAMI SHORES VILLAGE PLANNING & ZONING BOARD MEETING JUNE 17, 1999 The regular meeting of the Planning and Zoning Board was held on Thursday June 17, 1999 at the Village Hall, commencing at 7:35PM, with the following present: Norman Powell, Acting Chairman Jim McCoy Max Wolfe Sturman Timothy Crutchfield Richard Fernandez Richard Sarafan, Village Attorney Also Present: Frank LuBien, Building & Zoning Director Veronica A. Galli, Recording Secretary All witnesses expected to testify were sworn in at this time. Mr. Fernandez requested to address the Board after Item #6 on the Agenda regarding administrative measures. Mr. Powell approved his request. ITEM #1 MINUTES MAY 20, 1999 Mr. McCoy moved to approve the Minutes as presented. Mr. Sturman seconded the motion and the vote was unanimous in favor. ITEM #2 REQUEST FOR APPROVAL OF PLANS FOR FLAT ROOF ADDITION. Eugene Colson 1174 NE 105 Street Mr. Colson informed the Board that he had spoken to his neighbors regarding the flat roof addition and they were in favor of it. After a discussion, Mr. Fernandez moved to approve the application as submitted. Mr. McCoy seconded the motion and the vote was unanimous in favor. ITEM #3 REQUEST FOR APPROVAL OF PLANS FOR GARAGE/DECK ADDITION. Thomas & Barbara Jenkins 45 NE 92 Street Mr. Fernandez began the discussion stating his concern that the suggested garage /deck addition could be an additional living space and suggested the applicant move the staircase to the inside of the structure rather than on the outside. Mr. Jenkins stated that he would be glad to put a window on the eastern elevation as well as move the staircase inside the new structure. Mr. Fernandez moved to approve the application with the condition that the staircase be moved to the interior of the new structure and that Planning & Zoning Board Meeting Item #3 continued 2 June 17, 1999 window /windows be placed on the eastern elevation. The size of the window to be determined by the Building Official. Mr. Sturman seconded the motion and the vote was unanimous in favor. ITEM #4 REQUEST FOR APPROVAL OF PLANS FOR CAR WASH AT WESTAR GAS STATION. Pesco Enterprises Inc./Westar 8700 Biscayne Blvd. Mr. Sarafan was asked to clarify the Village Code with respect to the request for a car wash. Mr. Sarafan stated that a car wash is not allowed in Miami Shores. After a discussion, Mr. Fernandez moved to deny the application. Mr. Sturman seconded the motion and the vote was unanimous in favor. ITEM #5 REQUEST FOR APPROVAL OF PLANS FOR A SWIMMING POOL IN THE SIDE SETBACK. Joe Collins/Todd Jost 9100 NW 1 Avenue Mr. Collins addressed the Board with his request for a hardship variance to install a swimming pool. Mr. Fernandez stated that the applicant has no particular and unusual circumstances to permit a variance. After discussion, Mr. Collins withdrew his application. ITEM #5A APPROVAL OF PLANS FOR NEW SIGN COPY ON EXISTING SIGN. Mohamed Ibrahim 8849 Biscayne Blvd. Mr. Ibrahim explained to the Board that he is in the process of completely renovating his property and that the new signage was important to identify the school that is to be there. After a discussion, Mr. Crutchfield moved to approve the plans as submitted. Mr. McCoy seconded the motion for discussion, Mr. LuBien brought to the Boards' attention that the property owner has not obtained an Occupational License or a Certificate of Occupancy. Mr. Crutchfield moved to amend his motion to include that the property owner, Mr. Ibrahim must obtain an Occupational License and a Certificate of Occupancy for this location. Mr. McCoy seconded the amended motion and the vote was unanimous in favor. ITEM #6 TRAFFIC CALMING- DISCUSSION AND POSSIBLE ACTION Mr. Rich Freeman, Director of Community Development, informed the Board that a Task Force has been appointed to study the possibility of traffic calming devices throughout the Village and to look into obtaining a grant for the traffic study. He also Planning & Zoning Board meeting - 3 - June 17, 1999 stated that he has been in contact with consultants that would be available to give the Board a workshop on the traffic calming devices when it was appropriate. Mr. Freeman also stated that he would be keeping the Board informed of all the findings of the Task Force as they became available to him. ITEM #7 ADMINISTRATIVE MEASURES Mr. Fernandez began his statement to the Board by suggesting that each Board member have a copy of the following: Complete set of Code Books Zoning map of the Village (Mr. LuBien provided a copy to each member.) Comprehensive Plan A copy of the Appeals Process A copy of the Ex-party Communication Ordinance. A copy of AGO 81 -6 dated 2/11/96 Mr. Fernandez also proposed to have regular scheduled discussion issues. The June 17, 1999 meeting of the Miami Shores Planning & Zoning Board was adjourned at 10:35PM. Veronica A. Galli, Recording Secretary Norman Powell, Acting Chairman gor 6 i 14 ' 442— ` contractor /owner, picked up 2 sets of plans for ( address) fd/&z" ° 1� from the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT METRO PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens FL 33016 Your application for Product Approval of: 24 ga. Raised Panel Embossed Garage Door 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 Dab Doors Inc. drawing No. 98 -12, issued on 04/03/98, revised on 07/25/98, with Miami- Dade County Product Control Approval Stamp. 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 pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. 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 Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0506.07 Expires:10 /01 /01 1 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Internet mail address: postmaster @buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE Approved: 10 /01/98 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor 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 Dade County, Florida under the conditions set forth above. 1. s I+anger. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com DAB DOOR COMPANY, INC. ACCEPTANCE NO: 98- 0506.07 APPROVED : OCT 0 1 1998 EXPIRES OCT Q 1 2 ai, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a 16' wide sectional door as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBC) for the location where the pressure requirements as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated on the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DAB 16' wide Sectional Door and its components shall be built in strict compliance with the following documents: Drawing No. 98 -12, titled "Sectional Residential Garage Door ", prepared by Al- Farooq Corporation, dated 04/03/98, with latest revision on 07/25/98, Sheet 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown in the approved drawings shall qualify under this approval. 4. INSTALLATION 4.1 The Sectional Door and its components shall be installed in strict compliance with the approved drawings 4.2 The installation of this door does not require Hurricane Protection Systems. 5. LABELING 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 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 defined in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of the system -2- ( (` Candido Font, PE, Sr. Product Control Examiner Product Control Division DAB DOORS COMPANY INC. ACCEPTANCE NO.: 98- 0506.07 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS CT 0 1 1998 GUQ1'C1 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: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font. PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- DOOR HEIGHT CONSISTS OF 6' -6 2 SECTIONS 18" 2 SECTIONS 21" 6' -9 1 SECTION 18" 3 SECTIONS 21. 7' 4 SECTIONS 21' - 3 - - 7' -6 5 SECTIONS 18 - 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18 2 SECTIONS 21 8 -3 2 SECTIONS 18 3 SECTIONS 21' 8 -6 1 SECTION 18" 4 SECTIONS 21 8'-9' 5 SECTIONS 21" - 9 6 SECTIONS 18" - 9' -3 5 SECTIONS 18" 1 SECTION 21" 9' -6 4 SECTIONS 18' 2 SECTIONS 21' 9' -9 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21' 10' -3 1 SECTION 18' 5 SECTIONS 21' 10' -6 6 SECTIONS 21' - 10' -9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18' 2 SECTIONS 21' TV- 3" 4 SECTIONS 18' 3 SECTIONS 21" 11• -6" 3 SECTIONS 18' 4 SECTIONS 21' 11' -9" 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 12' -3' 7 SECTIONS 21' - 12' -6" 6 SECTIONS 18' 2 SECTIONS 21' 12' -9 5 SECTIONS 18' 3 SECTIONS 21" 13• 4 SECTIONS 18' 4 SECTIONS 21' 13" -3 3 SECTIONS 18" 5 SECTIONS 21" 13 -6 2 SECTIONS 18' 6 SECTIONS 21- 13'-9' 1 SECTION 18' 7 SECTIONS 21" 14 • 8 SECTIONS 21 - 14' -3' 6 SECTIONS 18 3 SECTIONS 21' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21' 14' - 9 - 4 SECTIONS 18' 5 SECTIONS 21" 15' 3 SECTIONS 18' 6 SECTIONS 21' 15' - 3' 2 SECTIONS 18' 7 SECTIONS 21' 15' -6' 1 SECTION 18' 8 SECTIONS 21' 15' -9' 9 SECTIONS 21' - 18' 6 SECTIONS 18' 4 SECTIONS 21' DOOR WIDTHS 1 OF CENTER STILES 9' -1" TO 11 -10' 2 12 -0` TO 13' -10 3 I4• -0 TO 15' -10 4 15• -11' TO 16' -10" 5 SCHEDULE A ,05 0 O O 00 1 Irk �1 Ir1 p e 9 I A h W _ (Ai /A W SAT IA I Y — V Y V i 1 1 . 1 1 lil i i1�1 0Mra 1 IMTer )11 :1 p P 1 A A A A A I Y Y Y i 1I 1� ��I Y 1� 1I 1���1 1� 1�.��� 1� 1 MIT � �� �� p r MOM I F a r V Y V Y Y V 1111 11 � 11 Il l W1 gl "11 61;1111 , 11 1 1 nal • m • 4 MAX. DOOR WIDTH 16' -2" i kkl B o 7-1/2" x 14 GA. GALV. STEEL ROLLER HINGE FASTENED w/ (6) # 14 X 1/2 SMS 7 -1/2" X 18 GA. GALV. STEEL CENTER HINGE. FASTENED W/ (4) f/ 14 X 1/2" SMS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR LOCK 2/ DOOR 3/4" W X .15 THICK LATCH ' PUSH NUT r SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 5/8" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS OUTSIDE HANDLE PUSH NUT CENTER STILE L 3" X 6- 7/16" X 12 GA. STEEL FIXTURE FASTENED W/ (3) y 14 X 5/8" SMS OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCK SHOWN ABOVE OPTIONAL VENT - MAXIMUM OPENING AREA 120 SO. IN. LOCK BAR GUIDES INSTALLED ON END STILE W/ (4) fi 14 X 5/8" SMS .15T X 3/4" W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES SEE SCH. 'A' INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS S1RUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS A; PER ASCE 7 -88 USING CORRESPONDING LOADS. ' 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLT',, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORII'G OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 42.0 PSF - 44.0 PSF THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. Enqr: DR. HUUAYOUN FAR000 STRUCTURES FLA. PE 1 15557 PATENT PENDING its:'= .. , t.•. .. .. Tp7 TI d Z. ' 11t•.. _o �... 1'1111- I;:I:.: .,_,.i .._ i�iV. •I zuLUiI;(3 CLNii I !HITIi OrF CE / rl � ,t'Th 1 Zu • cu 1'T d W — ( ) O O 0 0 CD 1- ✓ Z W 0 F� W a 0 U W t/T L • c 0 5 a to 0 w Q U 1— ! Z 1 oC 0) 0 O O 0 _ to < s ue! CO Q - _ 0 -1 1- s t ) c 0 0, C7) v a .o N O - v 0 ■0 2 m 0' vi ti N t u a 0 drawing no. 98 -12 sheet 1 of 3 4" 1ST SECTION (BOTTOM) REINFORCING 16 GA. X 2 -1/4" x 2" GALV. STEEL U.BAR REINFORCING TRUSS ® TOP OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES w/ TWO ij 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR ij 14 X 5/8" SUS 16 GA. X 2 -1/4" X 2" CALV. STEEL U.BAR REINFORCING TRUSS C0 BOTTOM OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO if 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8" SMS STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH - ONE 5/16" X 1 -5/8" LAC SCREW SOUTHERN PINE 0.55 S.G. BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" 0.C. AND TUBULAR RUBBER WEATHERSTRIPPING 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ 1/4 -20 x 5/8" TRUSS HO. SLOTTED M.S. Sc LOCK NUT OPTIONAL STOP MOULDING BY. DOOR INSTALLER 13 GA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 0 40 4 # 14 6 PER 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT INTERMEDIATE SECTIONS REINFORCING X 5/8" SMS HINGE 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 CENTER OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES w/ TWO $ 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8 SMS 18 GA. GALV. STEEL CENTER HINGE SECTION B -@ TOP SECTION REINFORCING 1/2" X 1 -3/4" X 1/16" VERT. ALUM TUBE (6063 -T6) GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS © 12" 0.C. 1-7/8 X 2 -5/8" x 18 GA. STEEL CENTER STILE. GLUED & RIVETED TO # 14 X 5/8" S.M.S. 4/ HINGE ROLLER HINGE 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS. FASTENED TO INTERMEDIATE VERTICAL STILES w/ TWO ff 14 X 5/8" S.M.S. AND TO ENO STILES WITH FOUR 1/ 14 X 5/8" SMS PANEL POP RIVETS 3/4" X 2-1/2" X 18 GA. STEEL END STILE 3/8" SLEEVE ANCHORS 1 - 1 /4" MIN. EMBED INTO MASONRY 1 PER BRACKET 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ® 4" O.C. THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. Enqr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 END STILE PATENT PENDING ALL RIVETS ARE 3/16" DIAMETER - L_ I'�'.1Ji;CT �Uli nv'� L•''i S•ON 'NG C3 CCZ. ;L/'(�.(.`.:,CJFr A.CCEP T ANCE " _ OFFIIC I'; L; j) &V0 • O 0 0 w CD 0: C' J Pm _ Q - z w 0 N w CC J z O PI C_i w LC) C 01 c 0 ' t0 O Q in OD w rn p 0_ 3 i 6 z `r) w � J fV Q I 0 0. u h 0 0 .0 1) O O ,c 4 0 H 0 3 0 0 drawing no. 98-12 (sheet 2 of 3 DOOR • SECTION HEIGHTS BRACKET PLACEMENTS HEIGHT 1 ST 2N0 3R0 4TH 5TH 81 82 83 84 85 86 87 88 6' -0" 18' 18" 18' 18" N/A 1" 11 -3/4 23" 34" 45" 56" 67" - 6 -6" 21 18 18 21" N/A 1 " 11-3 4 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56' 67" 78 -1/4" 7' -6" 18 18" 18' 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8 21 18 18" 18" 21" 1" 11-3/4 2 3" 34" 45" 56" 67" 78-1/4" ` 1 ! HORIZONTAL REINFORCEMENT 1/2" x1 -3/4" x1/16" ALUM TUBE (6063 -T6) GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" x1 -3/4" X1/16" ALUM TUBE (6063 -T6) CUT TO MISS RIB GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES POP RIVETS 14 CA. CALV. STEEL ADJUSTABLE SLIDE FASTENED 10 BRACKET / w/ 5/16-18 X 3/4 HEX HEAD M. SCREWS & NUTS. / 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (4) # 14 X 5/8" S.M.S. 7/16" DIA X 3 -3/4" ROLLER SHAFT OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. # 95- 0626.01 14 G.A. GALV. STEEL ROLLER HINGES FASTENED w/ (6) # 14 X 5/8" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED # 14 x 5/8" SMS `- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 5/16" X 1 -5/3" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" x 4-1/4 X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE USE (4) 1/4 -20 SS BOLT & NUTS TO JOIN STRAIGHT AND CURVED TRACK SECTIONS z_ z a THIS DRAWING IS PROPERTY OF DAB 000RS INC. COPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT WRRTEN CONSENT. PATENT PENDING D 2 0 w C: 0 0 0 m I mi TRACK CONFIGURATION CAST ALUM. �/ CABLE DRUM HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12 IN. GA. CALV. STEEL TRACK HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER - WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE 2 OR BETTER W000 STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. W000 BUCK CONNECTION TO MASONRY TRACK SHALL SE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" /4" TAPCONS WITH i -3/4" EMBED AND A SPACING OF 10" 0.C. OR 3/8" DIA. SLEEVE ANCHORS 1 -3/4" EMBED AND A SPACING OF 12" O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 2" x 3 -1/2" X 12 GA. STEEL ANGLES 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE (! 16557 C °OMPL:.;N:.E JFC;!•• J O 1.r E-' c 0 a rn 0 0 U z 0 0 0 0 s s g D l c 0 0 . 0 to 0 v 0 c drawing no. 98 -12 sheet 3 of 3 DZSICN LOAD CAPACITY - PSI SERIES -2100 AW)UNUIC SINGLE HUNG WIIIDOWS (2 Ovi& 2) "'ENDOW DIKS. D50 -ANN GLASS 5/1 e' -ANN CUSS ■ 3 /le -TRIP. GLASS W10T14 HEIOR ECT. 1141- EXT. nu. EXT. 1NT. 19 -1/8' 26 - 1/2' Sr 53-1 /6 26" (3) 50.0 67.0 50-0 121-0 50_0 182.4 50.0 67.0 5011 121-0 50.0 131-7 50.0 4711 50.0 94.3 5011 94.3 50.0 653 50.0 65.7 50.0 617 19 -1/8' 26 -1/2" 37' 53-1/8 38 -3 /6 (3) 50.0 47.0 50.0 121.0 50.0 123.6 50.0 5711 50.0 69.2 50.0 892 50.0 63.9 50.0 43.9 50.0 63_9 443 443 443 44.5 50.0 445 19 -1/8" 26 -1 /2' 37" 53- 1/5 5D -5 /e" (5 50.0 67.0 50_0' 121.0 50.0 1562 50.0 47.0 50.0 95.5 5011 1121 50.0 55.1 50.0 62.8 50.0 76.1 - - 41.2 41.2 49.9 49.9 19 -1/8" 26 -1/2' 37" 5.3 -1 /B 63" 5 () 500 67.0 50.0 121.0 50.0 125.5 50.0 67.0 50.0 83.1 50.0 90.6 46.6 46.6 50.0 53.2 50.0 64.4 - - - - 41.4 41.4 19 - 1/8' 26-1/2" 37' 74 -1/4" (7) 50.0 67.0 50-0 121.0 50.0 149.1 5D.0 66-9 50.0 76.3 50.0 92.4 41.6 41.6 47.4 47.4 50.0 57.4 x P. IN PARENTMESLS INDICATE 110. OF ANCNT72S PER JAMB. 13+5ED ON NIT1.- 16355 DATED 3 -24 -95 DESaGI1 LOADS = +30.0. -30.0 PSI WATER NFILTRATIOII TEST = 75 PSF 7ESTE0 GLASS - ESL- A4NTALID 3/16' -J NNFU FD 2 /16 = TE1rPERED S 0 0 3 CENTER ANCIL)R • MEAD A: 9U. RE00. ON WINDOWS EWER 26 -1/2" WIOE ONLY tort Pt N111L4T0Ur. FAR000' STRUCTURES P.A. PE It 16657 AUG 19 1998 0 W z ; c; 48 1/8" Wu[_ OPG. (MEND MCAL-ELLYADQY 2 OVER 2 NOTES; • 1 11115 STRUCTURE IS DESIGNED AS P01 T11E SOUTH FLORIN SAIITMS CODE 1994 EDrtXkI FOR DADE COUNTY_ ALSO FOR TNND 1.10%[ AS PER ASCE 7-88 USING OORRESPONC/14G LOADS. 2. W000 SUCXS el DAIRIES. LUST IC ANCHORED PROPERLY ID TRIUSFTR LOADS 10 DM STRUCTURE 2 ANQIORS SHALL BE AS USiSD. SPACED AS SHOWN ON OCT/UtS. ANCI9DR EMBEDMENT TO BASE MATERIAL VIALS_ BE BEYOND WAIL ORESSINIG OR STUCCO_ IMPACT RESISTANT SHUTTERS I REWIRED 5 - NO. TIP. ,'r M AS COURTIN: W0i 02 SOt.10_ R^3ID, 6:31D'.1 V e<7 -99e. 6i.E! DRIC :.00 Miti•3.»:E °MCI 6t:.11'ix V't x).9 - 010b -01 O ' V) z 3 0 U 0 z _Z VIM Z N ,Z I.1 M <0 v D J P < <^ o n - o _ n I f N (r Z V G- o - g w 1 00 5 I , ;; : • F. f OFa.snq rfc. t W98 -63 afl ea i a 2 0 v 3 (sheet 1 of 3 ) AG 0 W E r_i TYPICAL ANCHOR; O 1' room coRmDas O 2I -I/7 O.C. I.1A7f SPACING \ A ;.S 4 E ) 1/2 DRAW HMOs AT EACH END Or SORE at RUNNING LEG • 4 am VI 1 r L! 4- 1 /Pr S1iI1.1 AT UCH CORNER CF SCREE N TYPICAL Aw_1fORS • S FROM CORNERS • 21 -1 /2' 0.C. km. SPA•NO WOOD BUCKS NOT BY SECURITY WjNDOwS MUST SUSTAIN LOADS IJPOSED BY GLAZING SYSTEIM AND TRANSFER THEM TO THE BURPING STRUCTURE. TYPICAL ANCHORS: INTO 2BY WOOD BUCKS DR WOOD STRUCTURE 12 X 7-3/4' SMS »(TO 18Y WOOD SUCKS OR INTO MASONRY 3/16' TAPCONS WrTH 1 -1/4' MN_ £14BED INTO MASONRY GLAZING METHOD_ EXTERIOR WET GLAZED NTTH ALUM. COLORED ADHESIVE BEDDING COMPOUND AND ROLL FORMED ALUM. GLAZING BEAD GLAZING ant = 3/8' TYPICAL 050 - 00-367 O5O-00 -375 060 -•00 -163 2 HEAD S11_ .AAMg vENT TOP NEWT 1oTTOY 6063 -16 0363 -T6 TTaI M0. PART UIDCHER 11E111 IS 050- 00-119 -2 012- CO-.e32 QDAMTTY 2 veer SIDE MEETING RAIL vu41Dl AS RECD. ►RAIL ASSEMBLY SCREW 050 -00 -000 AS REM. NEWT ASSEMBLY SC REP 047 -00-0136 4 WOOLPRI ►CIT SCE BOTTOM RAIL ADAPITR 050- 00 -000 AS RECD. ASK easel) CIA20E C0MD D07- 10-016 2 SWEEP L00( WO - 000 As REED. Ro1.L Forn•ED SCAE04 FRAME O -00 -002 AS RECD. FSERCIAZ SCREEN ►@t 046 -16 -005 AS RED. SCREEN ►m1 ROLL MYNA 19 04T- 10-009 20 046 -16 -030 21 04& -16 -10 22 23 1/ .NmAB 2 AS RECD_ FIN TYPE M'DOLPILE vWYL RAP VENT BOTTOM SLDOC AND TAME BWMICE CLOSED CE11 Fp1Y PAD ROLL /ERRED CIAZNG BEAD MATITHALS UST ILATIRIDAL / 6 1 3/4' S.tS fax 11111T_/svP1p1 O 7' F•o• baac OPTIONAL 0 )0C. RAL 0 O 3 P 0 0 �I MAX TYPICAL ANOfORS SEE CHART FOR SPCNG -. t /4' AT EACH CORNER pMMID :S EC!JP:TX 4t^N TIE SMRI? 111-TA1 BL) x? E BY FP.nI: .Z0 D:vSCIP i01'BAG t0K C[ 7t!wct tcaFrAti[2 No 0 0 z O 0 Z J 0 O ;4 Vf CC Vi f drawing no. W98— 63 isheet2of 3 ) 1.1FFTING RAf1 f- 1109 --1 VENT TOP RAJ SASH S1nf RAIL I---- 2.125 SL F 3661E HFAn 1L25 1 ( '0U 2 - -� r ano r r 1.375 .062 - A . .678 I r 153 � * L.308 BOTT. RAt ARAPTFR L FRAME 1AMR 21 FRAME TOP CS)RttER FRAME BOTTOM CORNER Cnir: a4 OANIAIrOwa smcon r_A PC • sA...557 AUG 1 9 1998 VENT TOP CORNER wui+TA. ATTACHED WiTM TABS 1 AN BOTTOM CORKER AFFEVED :s cd'sr,r:aG CT:TE M SCUTS R>g::a& failDINS DsT Bl!'.19g CCJ' E p t:ANC/ OFi Ic RGLWT. EE c 0 O r 2 to a z_ <^ h o � o D V05 < fn in V- drofing no. W98 -63 (sheet 3 oT 3 FRCi1 : SEC:UR I TY' W I NDOWS HROWARD Security Window's & Doors PHONE NO. : 954 735 5402 Jan. 0 9 1999 01: 50Pt`1 P2 ACCEPTANCE No. : 98- 0901.08 APPROVED EXPIRES Au "use 3I 2001 NOTICE OF AC EPT NCF: STANDARD CONDITIONS NOV 0 5 1998 1. SCOPE 1.1 This renews the Notice of Acceptance No, 95- 0 330,05, which was issued on August 31, 1995 It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for i\qi for the locations where the pressure requirements, as determined by SFBC Chapter 2e doournot exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 2I00 Aluminum Single hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W98 -63, titled "Series 2100 Aluminum Single bung Window," prepared by AI Farooq Corporation, dated August 14, 1998, sheets 1 through 3 of 3, 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 hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The Series 2100 Aluminum Single Hung Window and its components shall be installed in strict compliance with the approved drawings: 4.2 The installation of this product will require a hurricane protection system, 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Mia ni -Dade County Product Control .Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building perrnit 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 c Acceptance, clearly marked to show the components selected for the proposed in tal of 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Martel Perez, P.E., Produ fontrol Examiner Product Control Division I • • ,L _' !� t.•I �n�l h .L• S ecurity Wjndows & Doors I I IUI IL 1 0i 1. • _, ,.1 -3• n. i_I_I I_I1 : ` I F'3 ACCEPTANCE No. : APPROVED ExPInts NOTICE Aut?uct ;1 2001 OF ACCE • NCF: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application h as been (;led and the (8) original submitted documents, including test - supporting data, engineering documents ar years. , are no older than eight 2, Any and all approved products shall be perm anently labeled with the manufacturer's name following statement: , city, B 'Miami -Dade County Product Control Approval" Specific conditions of this Acceptance,' state and the ptattce, � or as specifically stated in the 3. Renewals of Acceptance will not be considered if: a. There has been a change in the Sout and the product is not in complianc with the code cha Building, Code affecting the evaluati of this product b. c. The product is no longer the same product (identical) as the one originall . approved. if the Acceptance holder has not complied with all the requlrerncnt of this ac correct installation of the product, d. e, including the submitted, is no longer practicing the engineering profession. Cume The engineer who originally prepared, signed and scaled the required documentation initially 4. Any revision or change in the materials, use, and /or manufacture of the product or be cause for termination of this Acceptance, unless prior written approval b Case or revision rm termination o f t with appropriate process shall automatically throu h ppropriate f ee and g this et b een requested (through the g ranted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. b. Unsatisfactory performance of this product or process, Misuse of this Acceptance as an ettdorsetnent of a purposes, riY product, for sales, advertisin or any oute 6 • The Notice of Acceptance number preceded by the words expiration date may be displayed in preceded b ag e M iami -Dade County, displayed, then it shall be dune in Florid e No and followed et nc the is r it s entirety, if any portio OF the Notice of Acceptance j5 7• A copy of this Acceptance as well as approved drawit to the user by t manufacturer r s and other documents, w here it a at all time. The engineer not reseal thecopes provided and shatl be available ll blc for inspection at(he job ll sibe 8. Failure to comply with any section of this Acceptance shale be cause for Acceptance• termination and removal of 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END.O[ T INS ACCEPTANCE Man 1 Perez, . dope P,E Prod ontrol Examiner Product Control Division __NOV 051998 r FROM : SECURITY WINDOWS BROWRRD Approved:11 /05/98 F'HI_INE NO. : 954 735 5402 Jan. 00 1999 01:49PM P1 M MIAMI -DADE, COUNTY, FLORIDA METRO -DADE F'LAGt-ER BUILDING BUILDING CODE COMPLIANCE OFFICE MF)'RO -DADE FLAGLER BUILDING 140 WEST PLAGLER STREET, SUITE 1003 MIAr�1I. FLORIDA 33130.1563 (305) 375 -29ot FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 3 75.1527 FAX (305) 375.2558 PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors ----- 5100 NW 72 Ave, Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION Your application for Product Approval of 4303) 3 FAX (305) 375.2908 (3PRODUCT CONTROL DIVISION Series 2100 AluiAluminum Singe Hung Window , / ✓ 05) 375.2902 FAX (305) 37 2.6339 under Chapter 8 of the Metropolitan Dade County Codc governing the use of Alternate Types of Construction, and completely described in the plans, specifications and calc ulations a Mate a s id App /rcan /. (7 /r is NO,4 renews NOA Nv, 9S- 0330.05.)' as subbmitted by: has been recommended for acceptance by the Building Code Compliance office to be u County, Florida under the specific conditions set forth on pages 2 et. se used in Dade on page 3. q. and the Standard Conditions This approval shall not be valid after the expiration date stated below, The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufactu quality control testing. If this product or material fails to perform in the approved r rthe Code plant for ita p manner, the Compliance Office may revoke, modify, or suspend the use of Such product or materia applicant shall re-evaluate this product or material should any i immediately. The Code be enacted affecting this product or material. The Building Code Com li o the South Florida Building the right to revoke this approval, if it is determined by the Building o Building p ance Of - lice reserves the product or material fails to meet the requirements of the South Florid Compliance Office =ode. The expense seis such testing will be incurred by the manufacturer, nse of Acceptance No. 98- 090X.08 Expires :08 /31 /O1 ✓ Rau Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE. This application for Product Approval has been reviewed by the Metropolitan Da Code Compliance Department and approved by the Building Codc Committee to be u sed in D adding County, Florida under the conditions set forth above, used in Dade s `anger, Director Building Code Compliance Dept - Metropolitan Dade County 1 Acceptance No.:99-0429.05 Expires:05/302002 Approved:0S/20 /1999 MJAMI -DADE COUNTY, FLORIDA METRO -DADE RACIER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING • MO WEST FLAOLER STREET. SUITE 1603 • MIAMI. FLORIDA 33130 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375.2901 FAX (3051,3 {3 -2908 General Products, Co., Inc. ,CONTRACTOR LICENSING SECTION X303) 375 -2527 FAX (305) 373.2358 P.O. Box 7387 Fredericksburg VA 22408 CONTRACTOR ENFORCEMENT SECTION (303) 375.2966 FAX (305) 375.2905 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 "Benchmark" Outswing Residential Insulated Steel Door - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend ' the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco • uintana, ` A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Internet mail address: postsasterebuildiogeodeadiaaeem Nomep*ge: bup: //..mar- buildingcodsooiiae.con en re al p Co., Tee. ACCEPTANCE No.: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 97 -0122.03 which was issued on March 6, 1997. This approves a residential steel door system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "Benchmark" Outswing Residential Insulated Steel Entrance Door w /Adjusta -Fit and Universal (Hollow Metal) Steel Frame System - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No ED- 1627 -B, titled "Outswing Residential Insulated Steel Door with Steel Frame ", Sheets 1 through 8 of 8, prepared by - R.iek Wright Consulting, dated 12/01/98 and revised on 01/15/99, 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 hereinafter be referred to as the approved drawings. 3. LIMITATIONS. 3.1 This approval applies to single door units onl?f, as shown in approved drawings 4. INSTALLATION 4.1 The residential steel door system 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 not require a hurricane protection system. 5. LABELING 5.1 Each emit 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 PERMIT 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 othcr documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. - APPROVED EXPIRES Ma* 30.2602 /.7,C Man l Perez, P.H. Product of Examiner Prod Control Division Page 2 of 3 99- 0429.05 MAY 2 u id99 d General Products Co.. Inc. ACCEPTANCE No.: 99- 0429.05 NOTICE OF ACCEPTANCE: STANDARIS 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: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) 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 Y ng grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page APPROVED Man • Perez, P.E. Product Con Prod • ' •ntrol Division END OF THIS ACCEPTANCE Page 3 of 3 MAY 2 0 1999 EXPIRES Iygv 0, 2002 leer l MASONRYIYALL ANCHOR • 1 L .., i r„..„.„..„,.... FR E.: IF WIWZ/Z/Z7ZZZA Mil III ik 0 Yi. COLIPRESStON ANCHOR FOFt RESIDENTIAL UNIVERSAL FRAME / SINGLE DOOR ELEVATION & BBL OF MATERIAL, SEE: / ED— 1627 -6 / SHEET 4 OF 8 FOR R UNIVERSAL FRAME / SINCLE DOOR CROSS LAYOUT, SEE 8 11627 -6 / SHEET 6 OF 8 OF 8 FOR RESIDENTIAL ODOR PREPARATION LAYOUT.SEE: ED- 1827 -8 / SHEET 8 OF B e_ PE NAIL 08 18 TABS SERA MET AR.JID AS CLIiiUOIO .QN TOT • OOl OEYSdE NUM C®l COt w 0 e1 C1 =IAA= M 1 w 00 00 00 aul a DOOR MODELS m ®® IMO ■Om C®® MOW - 111 1011 Q9� ItPIPRO A COWAN fM13 111 Opt G3 SU CON OSAMU Of UM mar = marl'° s CONSULMNO {N3) 111 -3331 nab i Voi /ee y ' N.T.S. K M RP.P. OIL We MUM 1101 EC- 1627 - N Rf ..Q_ 8 � 1 a DESCRIPTION � ' .059' • lak C. • steal 2 face x 6 de • n o rms EN Ill 1<'7 ID fit iin fi]ISrr,-f.^rt-rt E 11 MI .L. m EIRE asllr.r l.TSh•>.i,., ,:t Erk.iill. 01,0 WSW rirMIECIZaarIGIZalln'Wir'IV.TAIIIIriiirlIrrnin Af Gift,:, -"Tf IIIL1f T?!'T!LL9 IZMIIOMMIllir1=17/1111rE1111411=METIMI ii � I'r �Tt'f"'iil fT'T':�^f ti. 4+:Y:Mr link niWlCI :nMI M Trr._r. cri1:VLtl::IIYLM1111•1111.1ill • 'l . •..- ,. „ �E3IIYail all r IG7.'il r a. ,. Hi NCI , may' sl ate Mar fat dio8 •r • 10 * 5 le. PFH. weed screw IWaaloek Was 1200 Resin& 810 *moat �• a lock a 270 Kw9aal TIGai 770 posaoae Ant Won miss daadbdR ,,. slack aeries 1800 daadhoh rekaet 880 deadb*R w9kaat 880 deodboli Went 880 daadboll • - - -- ma*. aw apace 8 awry wdl anchor .• Nei 'rEE' anchor 40 0 Companion. anchor 41 li stud anchor .me POW -i0 PSP er f40 PST -40 PK 8 ° ■I . oo MIZE v 8 n CONSULTING (817} 814 -7121 SIa1 as OIJ6OWO ONT man N.T S. ass w. RP.P. *ILA FOR: RESIDENTIAL UNNYERS&L FRAME CROSS - SECTION LAYOUT,SEE ED 1027 - / SHEET 5 OF 8 FOR RESIDEH1W. DOOR PREPARATION LAYOUT, SEE ED 1077 - / SHEET 8 OF 8 PaillIVC 1I CUATIK I COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CIARRY OF VIEM DESIGN PRESSURE RATING awes aawl as►sweal awn aaab vaaaamn arnuaewm al w ®m Araiaaaad a MR armor ..... WIR1 La MUU cam Na1:41tl EI1 +O rffaia I0 T�•,wf •w4� raaiM la. ED l 827 -8 l B_Q Y TEE ANCHOR STUD ANCHOR COMPRESSOR IA 1m9 L USFAMIC W111 IK w f w ruw1 w.c H sir ITA7 ?MI - na ras oc / RUNG WU CORO= afriU Cantina ea 17-I t1 .n L1J — IPA R.P.P. CAL IA MAN ica ED- 1827 -8 sea ar f 4 - 1 /1dr COMPS STUD ANCHOR B=B L1 Ch TEE ANCHOR MASONRY ANCHOR A O D 1 ANCHOR LOCATIONS FOR: RESDENTML UNIVERSAL MANE / SINGLE 0008 ELEVATION & 611 OF MOURN_ SEE: ED-1527-2j SHEET 4 OF 8 FOR: RESIDENTIAL UNIVERSAL FRAME / SINGLE DOOR CROSS SEC1)0NS. SEE E0- 1827 -8 / SHEET 5 Of 8 FUR: RESIDENTIAL UNIVERSAL FRAME SINGLE '000R ANCHOR OPTIONS. SEE ED- 1827 -8 / SHEET 7 OF 8 FOR: RESIDENTIAL 00OR PREPARATION ULYOUTSEE: E0- 1827 -8 / SHEET 8 OF 8 MASONRY WALL ANCHOR MIAMI-QADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Duxue Hwy. Bay 23 N. Miami Beach FL 33162 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 20 Ga. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99 0208.01 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:11 /09/2001 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:03 /04/1999 Internet mail address: postmaster @buildingcodeonline.com rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 amiT. Homepuge: http : / /www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No. : 99- 0208.01 2of3 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAR 0 i f 1999 11/09/2001 1. . SCOPE This approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel..storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -312, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 16, 1998, sheets 1 through 9 of 9, signed and sealed by V. J. Knezevich, 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 hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 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 Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. i`rakar, P. E. - Product Control Examiner Product Control Division • Atlantic Shutters, Inc. 3 of 3 ACCEPTANCE No.: 99- 0208.01 APPROVED MAR 0 t 1999 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 documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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 Approved ", 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 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 Miami -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 engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 11/09/2001 Helmy A.`Makar, P.E. - Product Control Examiner Product Control Division O 0 400" 2.250" 2.016" PRODUCT MARKING LOCATION 1.170t' 12.00" COVERAGE 13.50" FULL PANEL i Oi Oi 072" O 0 VI m! (TYP) N N Id —J. 1 .055" 1 2.00" . 1. 2.00" 4- ® ° h ° HEADER ® "U" HEADER 2.016" SCALE : 3" = V- 0" SCALE : 3" = 1'- 0" ,- PRODUCT MARKING (OPTIONAL LOCATION) ® STORM PANEL :.[\,.400" SCALE : 3" = 1'- 0" 1 1 85" 66" m Cj07'j666" ;2 122"( - (TYP .000" 2.000 HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) OPTIONAL ANGLE SCALE : 3" = 1'- GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE 1 & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE 1 & 11 PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95- 026, 96-006 AND 96 -006R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES: 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 0" 75 O . 0 N 2.016" 6.00" COVERAGE 7.50" HALF PANEL co co O ANGLE ht -120" TYP. 'VARIES: 5.25" MAX.) SCALE : 3" = 1' 0" SCALE : 3" = 1'- 0" (ZAMAC 3 ALLOY) ® WASHERED WINGNUT TOP MOUNT 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 0 ,93" TYP. 2.00" © STUDDED ANGLE SCALE : HALF SIZE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF 1, LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS J TYP. (SEE NOTE # 6) - ALUM. ANGLE CLOSURE PIECE: 1" x' 2" x .125" MIN. TO 2." x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED -,\ (PERP. TO PANEL SPAN) L. OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I SECTION ION I— WIDTH UNLIMITED (PERP. TO PANEL SECTION W m - J - • Q w Z 0 Ix • i o W O J J Q w Z H- Q IX 4 w X Q 1 (TYP) 1/4" MAX. SPAN TYPICAL ELEVATION - TYPE III SECTION A A (NO B45LTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO / 2" x 5" x .125" MAX. SCALE: 1 - 1/2" = 1' - 0" BOTTOM MOUNT TOP MOUNT BOTTOM MOUNT W CD - Q Q w Z 0 In = - 0 ►- = r l7 CC Z 0 J J J L) w Z F= Q a w X Q . { rTYP WIDTH UNLIMITED Iq 7 a 1 2' (TYP 1 -1/2" -4 MIN. Q TOP MOUNT OR DIRECT MOUNT - --, (PERP. TO PANEL SPAN 'SECTION A Id I ( 1.1 . / o ., MOUNT OR DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED (PERP. TO PANEL SPAN( TOP MOUNT OR DIRECT MOUNT L- BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. I MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CORROL DIV!S!ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11- 01.0SC l a 0 Fc 0 LL N z D: 0. z 0 a z W 0 F �o l ocal. AS NOTED Id..lgn VAC ( drawing no. u z W . N W, X. < . .) � l a 0' I- I 0 drawn by MC chocked by Vac ICI. O 0 400" 2.250" 2.016" PRODUCT MARKING LOCATION 1.170t' 12.00" COVERAGE 13.50" FULL PANEL i Oi Oi 072" O 0 VI m! (TYP) N N Id —J. 1 .055" 1 2.00" . 1. 2.00" 4- ® ° h ° HEADER ® "U" HEADER 2.016" SCALE : 3" = V- 0" SCALE : 3" = 1'- 0" ,- PRODUCT MARKING (OPTIONAL LOCATION) ® STORM PANEL :.[\,.400" SCALE : 3" = 1'- 0" 1 1 85" 66" m Cj07'j666" ;2 122"( - (TYP .000" 2.000 HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) OPTIONAL ANGLE SCALE : 3" = 1'- GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE 1 & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE 1 & 11 PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95- 026, 96-006 AND 96 -006R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES: 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 0" 75 O . 0 N 2.016" 6.00" COVERAGE 7.50" HALF PANEL co co O ANGLE ht -120" TYP. 'VARIES: 5.25" MAX.) SCALE : 3" = 1' 0" SCALE : 3" = 1'- 0" (ZAMAC 3 ALLOY) ® WASHERED WINGNUT TOP MOUNT 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 0 ,93" TYP. 2.00" © STUDDED ANGLE SCALE : HALF SIZE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF 1, LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS J TYP. (SEE NOTE # 6) - ALUM. ANGLE CLOSURE PIECE: 1" x' 2" x .125" MIN. TO 2." x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED -,\ (PERP. TO PANEL SPAN) L. OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I SECTION ION I— WIDTH UNLIMITED (PERP. TO PANEL SECTION W m - J - • Q w Z 0 Ix • i o W O J J Q w Z H- Q IX 4 w X Q 1 (TYP) 1/4" MAX. SPAN TYPICAL ELEVATION - TYPE III SECTION A A (NO B45LTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO / 2" x 5" x .125" MAX. SCALE: 1 - 1/2" = 1' - 0" BOTTOM MOUNT TOP MOUNT BOTTOM MOUNT W CD - Q Q w Z 0 In = - 0 ►- = r l7 CC Z 0 J J J L) w Z F= Q a w X Q . { rTYP WIDTH UNLIMITED Iq 7 a 1 2' (TYP 1 -1/2" -4 MIN. Q TOP MOUNT OR DIRECT MOUNT - --, (PERP. TO PANEL SPAN 'SECTION A Id I ( 1.1 . / o ., MOUNT OR DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED (PERP. TO PANEL SPAN( TOP MOUNT OR DIRECT MOUNT L- BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. I MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CORROL DIV!S!ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11- 01.0SC l a 0 Fc 0 LL N z D: 0. z 0 a z W 0 F �o l ocal. AS NOTED Id..lgn VAC ( drawing no. u z W . N W, X. < . .) � l a 0' I- I 0 drawn by MC chocked by Vac EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE, 1 / .EMBED HOLLOW BLOCK OR V WOOD FRAMING. SEE . in ANCHOR SCHED. BASED ✓6 ON TYPE OF STRUCTURE --- GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL SEE MIN. STORM' PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) ✓ 0 /W CONT. (TYP. TOP & BOTTOM r— FINISH MATERIAL STUCCO, / AND /OR PLYWOOD --- FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION9'YPE 2" 1/4 -20 MACHINE BOLT FASTENER. SEE ANCHOR SCHEDULE_ & WINGNUT @ 6" O.C. REF. CONNECTION "TYE tr FOR TYPE I & II AND @ 12 :' O.C. FOR TYPE III ® WALL. MOUNT SECTION A SCALE : 3" = 1' -0" FINI MATIAL S AND /OSH R PER LYWOOD TUCCO, FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4' 1/4 -20 MACHINE BOLT &NUT @ 12" 0.C. CONT. N a - 1/4 -20 MACHINE BOLT & NUT @ 6" O.C. FASTENER. SEE REF CONNECTION ' 4" • SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) (MAX. DESIGN LOAD y •1 0 0 P.S.F. -100 P.S.F. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" w -J m w W N 2 l7 z w J J W z a X z 1/4" MAX. GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. & IV NOTE: 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE", & H AND @ 12" O.C. FOR TYPE III & IV SEE MIN. STORM 1_ PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS • OR DOOR FASTENER. SEE REF. ANCHOR CONNECTION "TYPE 4' W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE, REF CONNECTION "TYPE 3" r• ZIP w:W J;J Jjm w1Q Ztr QIW al X: - Q I E, THIS DETAIL MAY BE USED • AT TOP OR BOTTOM OF PANELS. WOOD CEIUNG/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" PLYWOOD AND STUCCO FINISH EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED t ON TYPE OF STRUCTURE —/ PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. ©CONT. GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE —USE REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE I & II AND @ 12" O.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) ©CONT. WOOD FRAMING (TYP.) ANGLE TO WALL DETAIL • WALL MOUNT SECTION E SCALE : 3" = 1' -0" }" E r EQ W 7 FASTENER. SEE ANCHOR SCHEDULE, \ REF. CONNECTION *TYPE 3" ZFASTENER. SEE ANCHOR REF. CONNECTION SCHEDULE 'TYPE 3" CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1" -0" 1/4" MAX. w J m w r m z W J J w z a X 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL f• 1/4" MAX. EXISTING STUCCO FINISH (TYP.) 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE 1 &11 AND @ 12" O.C. FOR TYPE III & IV 0 w m 2' zr W w J J w Q Z I— < w X APPROVED AS COMPLYING WITH THE SOUTH FLORIDA IUILDING CODE DAT (y E (. t 2�k 19 BY PRODUCT COI TROL DIVISION BUILDING CODE COMPLiANCE OFFICE ACCEPTANCE NO A.. N c 0 m 0 4 0 ie • N T en r 0 a a. J LL W al N 4 c • m W 0. O ulam E J O • LL w � X > U1 Q • P lL O z W 0 z 4 VJ. KIETEVICH PROFES i a ER FL Li • se No PE O 983 3 1999. 12/16/ Or wh br AS NOTED MC e.51Qm by )(checked bl vac J` vwc drawing no. 98 -312 sheaf 2 of 9 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR PLYWOOD AND ; STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING 1/4 -20 S.S. BOLT & WINGNUT @ 12" 0.C. SCALE : 3" = MIN. 2" x 2" x .125 MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE CORNER DETAIL SCALE : 3" = 1' -0" (MAX. DESIGN LOAD ± 72 PSF) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT SECTION (BOTTOM) FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" 0.C. TWO 1/4"0 S.S. LAG SCREW (la 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS STORM PANEL.... 0 co 1- l7 z J J w z Q X Q CONT. Z STORM PANEL THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. ® 24" 0.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES TYPE I11 & IV OCONT. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) ©CONT. —� 1/4 -20 MACHINE `•, 1/4 -20 MACHINE BOLT BOLT & NUT & WINGNUT ® 6" 0.9 @ 12" Q.C. FOR TYPE 1 & II �_OS CONT. (TYP. —\ AND ® 12" 0.C. FOR OP & BOTTOM (MAX. DESIGN LOAD z '72 PSF) SOFFIT CONNECTION DETAIL ` I SCALE : 3" =1-0" O -FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "'TYPE 4° FINISH MATERIAL STUCCO, AND /OR PLYWOOD SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE r< SIDE CLOSURE REQ'D. (SEE PLAN VIEW •SEC. A / 1) GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. G ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD ROOF TRUSS OR FRAMING MEMBER i i #14 SMS BETWEEN TRUSSES (la 12" 0.C. FINISH MATERIAL STUCCO N ANO /OR PLYWOOD 1/4" MAX. -J w Z Q a X Q USE REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE I & I1 AND ® 12" 0.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE f 1/4 -20 MACHINE BOLT & WINGNUT (a 6" 0.C. FOR TYPE 1 & 11 AND EMBED ® 12" 0.C. FOR TYPE III & IV 1 -z , I , I= • iE 1 NI SCALE : 3" = 1' -0" ANGLE BUILD -OUT / FINISH MATERIAL STUCCO, AND /OR PLYWOOD DIRECT MOUNT DETAIL H SCALE : 3" = 1-0" FINISH MATERIAL STUCCO, / AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION °TYPE 4° 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. 1/4" MAX. AP M OVED AS COMPLYING W1THf THE SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD ± 72 PSPI . AQc�. BY �/.✓il:' [1 i PRODUCT C' < TROL DIVIS•ON 19 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ( ('0'10`6'01 rm Y 2 N r W ~ r Q� • O o ".On C. • S 03 a • < ; i e� b 2 N Iw N� W Z IY P c 0 0 1 - z u z W 4 O w w 4 u W N WI co • m tt m 1 z _ =1 ` wl • m E! E — I }1 I1VI a VJ. a. PROFES °.. i r. ER FL Li No: PE 0 3 •A: t r, 99 • drawn by 1 NC H e ♦b NOM ldesign by Vac I drawing no. 98 -312 checked bye VJK snesf 3 of 9 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2 " X 5 " Tw = .125" Tf = .125" 5 , -o „ 9 , -S „ 8'-0" 8' -1" 1 -1/2" MIN. EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 "W THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" O.C. 2" " STUDDED ANGLE • • • / m B WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR 1' 5" TO 10" 1\ 11. 1P,1111tP,16 `11.•:1111 PLYWOOD & STUCCO FINISH • © ANGLE BUILD -OUT SCALE : 3" - 1' -0" r - 1/2 -13 MACHINE SCREW NUT 1/2 "0 POWERS RAWL / / CALK -IN (al 12" O.C. / W/ 1/2 -13 MACHINE SCREW 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" THRU BOLT -'p / TO HEADER @ 12" O.C. 1/4" MAX. 1/2" (MAX. DESIGN LOAD s 72 PSF) O POCKET DOOR DETAIL L SCALE : 3" =1'-0" T FASTENER. SEE REF. H , YPE 4" EXISTING CONCRETE, 2" x 3" x 1/8" OR 2" x HOLLOW BLOCK OR 5" x 1/8" CONT. ANGLE W000 FRAMING. SEE 6063 -T6 ALUM. (TYP. TOP ANCHOR SCHED. BASED & BOTTOM) ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. J W z Q 0 X Q z io 1— z Lai J EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2" x 2" x .093" ALUM. STUDDED ANGLE #12 SMS 1 @ 12" O.C. M EXISTING CONCRETE. HOLLOW BLOCK OR \, WOOD FRAMING. SEE \ ANCHOR SCHED. BASED `: ON TYPE OF STRUCTURE = Ir e- �---�- © 'PASS THRU' DETAIL SCALE : 3" = 1-0" FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO -1/4 "0 THRU BOLTS 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE (MAX. DESIGN LOAD s 72 PSF) THREE 5/16 "0 POWERS RAWL CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/-3-3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) HEADER MOUNT DETAIL SCALE : 3" = 1' -0" J W z a a X a E 0 0 x tp z W J ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & f MAX. HORIZONTAL SPANS) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 2" x 2" x .093" STUDDED ANGLE -MAX. 1/8" TILE FINISH MATERIAL t , - 3/4" PLYWOOD z X . 1 -- ALUM. TUBE (6063 -T6) r /; 2" x 4" x 1/8" CONT. I / I i il' E/ 1/4 "0 POWERS RAWL CALK -IN @ 5" / A A O.C. WITH 7/8" MIN. EMB. IN CONC. OR 1 , 1' W 2 ' HOLLOW BLOCK OR 1/4 "0 LAG SCREW N 6+ CO 12" O.C. W/ 1 -1/2" MIN. EMB. ' -' / // EMB ' IN WOOD. WOOD SHALL BE OF SPECIFIC V / i GRAVITY G OF 0.55 OR GREATER — 1/2"0 THRU BOLT @ 12" O.C. 1/4"0 POWERS RAWL CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 I1" x 3" 2" x 3" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE G O ANGLE 6061 -T6 ALUM. W/ / EXISTING CONCRETE 1/4 "o STUD @ 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ® EDGE MOUNT DETAIL SCALE :3 " =1' -0" x .055" 6063 -T6 ALUM. TUBE FINISH MATERIAL, STUCCO AND /OR PLYWOOD s NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD m 72 PSF) © HEADER MOUNT DETAIL SCALE : 3" =1-0" ZI 1 m \ - 5/16" POWERS RAWL CALK -IN @ 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT •_A / RC P . 1. BY /�1 �. !/' PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Ot C1 D8 • , I FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 2" 1/4" MAX. rn U 0 shut 4 of 9 2.1gt.: IZa1N 3ti 1 U ;e7 a � x N IO I a c 0 • SP 21 1 drown by 1 MC 1 :110., [ design by lI ch•ck•d by I vac vac drawing no. 98 -312 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" Tw = .125• Tf = .125" 5•_0" 9•_5" 8' -0" 8' -1" m z EDGE 'DIST. I , 2" MIN.® / EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ® TRAP MOUNT DETAIL R SCALE : 3" = - 1 - 27v7/98 15:37 FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "f 3° 1/4" -20 STUD & WING NUT (a1 6" O.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE III & IV "- 2" x 5" MAX. x .093" STUDDED ANGLE 11" 2 "x2" x 2" Ix .055" 6063 -T6 ALUM. TUBE 12" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1 °- W m w J w ww... Z N — ,2" MIN., a I 1/4 " -20 STUD & 0 Q WINGNUT, PANEL r/ < Z - PANEL TO ANGLE / Z CONNECTION @ 6" 0.C. —J / --i_. 2" x 5" MAX. x .093" STUDDED ANGLE 1/4 "0 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM PANEL. 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" = EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0 2" x 2" x .093" STUDDED ANGLE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3" 2" x 2" x .093" STUDDED ANGLE 1/4 " -20 STUD & WINGNUT@6" O.C. FOR TYPE I & 11 AND @ 12" 0.C. FOR TYPE III & IV THREE 5/16 "0 POWERS RAWL CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. FINISH MATERIAL STUCCO, AND /OR PLYWOOD / / / /' / / / / NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) O STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" 1/4"0 THRU BOLT @ 12" O.C. ANGLE TO ANGLE CONNECTION 2" x 3" 2 "x4" x1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION 'TYPE 3' — \ 2" MIN. EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 2" x 2 "x .093" STUDDED ANGLE, #12 SMS @ 12" 0.C. — 2" x 3" x 1/4" x 0'-8" 6063 -T6 ALUM. ANGLE \-TWO -1/4 "0 THRU BOLTS ALT. LEG DIRECTION 0 EDGE DIST. / —ALUM. BEAM (SEE BEAM i' SCHEDULE BELOW FOR - Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) T . o _ _tD W J NON- STRUCTURAL 0 1/4 " -20 STUD & WING NUT (al 6" 0.C. FOR TYPE I & II AND (1a 12" 0.C. FOR TYPE III & IV 2" x 2" x .093" STUD ANGLE _NOTE: THIS DETAIL MAY BE USED A APROVED AS COMPLYING WITH Tf15 TOP OR BOTTOM OF PANEL. SOUTH FLORIDA BUILDING CODE DAT m RC- 1 BY STORM PANEL BUILD -OUT PRODUCT CO ROL DIVISION SCALE : 3" =1-0" BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO.1 - Ol 0 S .01 rn Y • C) yam H Q 0 •00 ' J E y a W U 7 ; W N • W Z D c 0 a 0 O 0 , 0 T O' en o cc i o 1 o N LL N l7 0 N Z ° ' W IA D Q I F LL I W > u '< LL • o 2 • m W F X 4 u z N W F Q u 0 V1 4 x u W N W z o• P 1- 2 0. 0 u I N i zE.4 U � b 44E-4 140 _Jl ta g . 1 aI • cI II i vJ. CNICIZVics PRQFESSKINAL I FL Lic a No: PE 0•• 0 83 Id•t• As NOT[D, 'design by vac 1999 12/16/1•1 drawn by NC (checked byl [ checked 1 drawing no. i 98 -312 sheaf 5 of 9 POSITIVE DESIGN LOAD (W) (PSF) TYPE I TYPE II TYPE III TYPE IV NEGATIVE DESIGN LOAD W (PSF) "U" & "H" HEADERS WITH STUD SILLS @ 6" 0.C. OR "F" TRACK WITH BOLTS @ 6" O.C. -Ar FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" O.C. & DIRECT MOUNTS W/ ANCHORS @ 6" 0.C. (TOP & BOTTOM) ok. "U" & "H" HEADERS WITH STUD SILLS @ 12" 0.C. OR "F" TRACK WITH BOLTS @ 12" 0.C. -lc sec FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" 0.C. & DIRECT MOUNTS W/ ANCHORS CO 12" 0.C. MAX. (TOP & BOTTOM) sir sir L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8 -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -•3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 ., 4- -6 2 -11 4 -6 230.0 3 -2 4 -4 2 -9 4 -4 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 5 - 0 2-3/4 1-1/8 7 - 4 2 -3/4 1 -1/2 11 - 2 3 3 = -� 60.0 ___ 5 - 0 _ 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 70.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -5/8 10 - 3 3 3 80.0 5 - 0 2 -5/8 1 -1/8 7 - 4. 2 -5/8 1 -5/8 9 - 11 3 3 90.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 -7 3 3 100.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -7/8 9 -1 3 3 110.0 7 - 4 2 -5/8 1 -1/2 8 -8 3 3 - - 120.0 - - - - 4 - 0 2 -5/8 - -- -- 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. . 4. = FOR TYPE I & II - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. /*- FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 't 1. A . BY _, .1✓/� PRODUCT CO C OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. CI C I - 0zDR -0I ra Y ICJ ;Z v) . , U � a) I< ces 0 I I I i Y I W W LU Za 1QO PC9w IN co • c 0 , 0 m oc4 o � LL - w ▪ J Pl. ▪ urt Z tx et, E W In 4 c o a Q o E J N d �� E LL r` > of d t P LL O m d • m W Y e o o , " • = s. 4 d ,oz g am§ g 1.11gg w U e � q" zE. 4 41 -, E"� W ci V.J. 1 l• PROFESSIONAL -.: • ER c �- !AST ee• talirArIE kiFei , FL Li PE 00 :3 No: drawn by 1 eec checked bye VJK design by VJK drawing no. 98 -312 ( sheet S of 9 FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD ( W ) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 DOOM • � 111111111111H1111111111141t► 48.0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 62.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 1/4 "o WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SHEAR PARALLEL To GRAIN) 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0 12 5 6 12 11 - 12 5 6 12 11 12 5 6 12 11 111111111U1111111U111111110- 1/4 "o WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 48.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 62.0 12 12 9 12 12 12 7 5 12 12 12 5 4 12 11 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 * ,k 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/8 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 62.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 , 6 8 12 12 12 6 8 12 12 12 6 8 12 12 1■41,11 48.0 12 12 12 12 12 12 5 7 12 12 10 3 5 10 8 62.0 12 12 9 12 12 11 3 5 11 11 9 / 1. , ,/ 4 9 5 7/16-0 BBRA S wOOD W/ 5/8" EMBED. AND 3/4" MIN. EDGE DISTANCE 72.0 12 7 8 12 12 10 %// 4 10 6 9 /// 44 9 5 92.0 12 4 6 12 12 9 4 rr 9 5, 9 1/% 4 9 5 200.0 9 .7/! 4 9 5 9` 4 9 5 9 /4. 4 9 5 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET B. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WRH THE SOUTH F, .ORIDI BUILDING CODE DAT el LW CAN 19 BY PRODUCT CON OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. s tet -010S-OI rD I co I i0 i w i I U i W N W Z { Y c 0 ,1 c • > . CI I '0 m T M a � E o J LL vi J N = O a W IL C 0) Q w E auk LL g > u, a ▪ LL O am W Y, • G o S � 4 4 jo 2amE IA Eli Rai ill ? a a W (checked bye 1 VM 1 (design by II VM drawing no. , 98 -312 sheet 7 of 9 COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. CONSULTING ENGINEERS • PRODUCT TESTING FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN - EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P S F MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO I 5 -0 " (SEE NOTE 1) SPANS UP TO 8 " -6" (SEE NOTE 1) SPANS UP TO 12" -0" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8" -6" (SEE NOTE 1) SPANS UP TO 12 " -0 " (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 •4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE : 1/4 1 - 1/4" (MIN. i1111111111111111111111111111111H ►> "0 ITW TAPCON W/ MIN. EMBEDMENT 3,100 P.S.I. CONCRETE) 48.0 12 12 12 12 12 12 6 7 12 12 12 3 5 12 9 12 12 12 12 12 12 8 12 12 12 12 4 8 12 11 6 2.0 12 12 10 12 12 12 4 6 12 12 11 3 5 11 6 12 12 12 12 12 12 5 9 12 12 12 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 3 5 11 6 12 11 12 12 12 12 4 8 12 9 12 3 7 12 7 92.0 12 5 7 12 12 11 3 5 11 6 11 3 5 11 6 12 6 10 12 12 12 3 7 12 7 12 3 7 12 7 200.0 11 3 5 11 6 11 3 5 11 6 11 3 5 11 6 12 3 7 12 7 12 3 7 12 7 12 3 7 12 7 * Ifs 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.L CONCRETE) 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 / 4 10 5 12 12 11 12 12 12 3 6 12 12 10 >1 5 10 5 72.0 12 8 8 12 12 10 /% 4 10 6 10 //, 4 10 5 12 8 9 12 12 10 ! // 5 10 6 10 i / 5 10 5 92.0 12 4 6 12 12 10 / 4. 10 5 10 / / l/ 4 10 5 12 4 7 12 12 10 // • / : �// 5 10 5 10 -,// / / 5 10 5 2 00.0 10 / / ,./ / / 4 10 5 10 / %� 4 10 5 10 0 4 10 5 10 %'/ 5 10 5 10 i // /://, S 10 5 10 .. (% 5 10 5 II RAWL W/ 7/8" & 1/4 STEEL MACHINE (MIN. 3,000 P.S.I. 1 N SCREW 4 8.0 12 12 12 12 12 12 12 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 8 12 12 12 62.0 12 12 12 12 12 12 7 8 12 12 12 5 7 12 11 12 12 12 12 12 12 9 12 12 12 12 7 11 12 12 CALK-E S EMBEDMENT STAINLESS CONCRETE) 72.0 12 12 12 12 12 12 5 7 12 12 12 5 7 12 11 12 12 12 12 12 12 7 12 12 12 12 7 11 12 12 92.0 12 9 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 2 0 0.0 12 5 7 12 11 12 5 7 12 11 12 5 7 12 11 12 7 11 12 12 12 7 11 12 12 12 7 11 12 12 NAIL NAIL-IN MIN. (MIN. 48.0 12 12 11 12 12 12 5 6 12 12 10 //; 4 10 7 12 12 12 12 12 12 6 10 12 12 12 3 7 12 9 i1] 62.0 12 11 9 12 12 11 3 5 11 11 9 4 9 5 12 12 12 12 12 12 4 8 12 12 11 3 6 11 6 ) 1/4 "0 POWERS RAWL W 1/8" EMBEDMENT 3,000 P.S.I. CONCRETE) 72.0 12 7 7 12 12 9 7 4 9 5 9/ 4 9 5 12 9 11 12 12 12 3 6 12 7 11 3 6 11 6 92.0 12 4 6 12 12 9 / � 4 9 5 9 j 4 9 5 12 5 9 12 12 11 3 6 11 6 11 3 6 11 6 2 00.0 9 �' 4 9 5 9 // 4 9 5 9 4 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 N 1/4 DYNABOLT ANCHOR (M N. 48.0 12 12 12 12 12 12 7 8 12 12 12 4 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 GnE1)°--) 62.0 12 12 11 12 12 12 4 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 4 8 12 9 "0 ITW REDHEAD SLEEVE W/1 -1/8" MIN. EMBED. 2.100 P.S.I. CONCRETE) 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 92.0 12 6 7 12 12 12 3 5 12 7 12 3 5 12, 7 12 7 12 12 12 12 4 8 12 9 12 4 8 12 9 200.0 12 3 5 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 BOLT 1 - 1/4" (MIN. f I 8 1/4-20 48.0 12 12 12 12 12 12 • 11 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 `�' I 62.0 12 12 12 12 12 12 7 8 12 12 12 5 6 12 10 12 12 12 12 12 12 8 12 12 12 12 6 11 12 12 1/4 "0 POWERS RAWL DROP -IN SIDEWALK (3/4 "0 HEAD) W/ MIN. EMBEDMENT 2,000 P.S.I. c:ONCRETE) 72.0 12 12 12 12 12 12 5 7 12 12 12 5 6 12 . 10 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 92 0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 12 12 12 12 6 11 12 12 12 6 11 12 12 200.0 12 5 6 12 10 12 5 6 - 12 10 12 5 6 12 10 12 6 11 12 12 12 6 11 12 12 12 6 11 12 12 1 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DAT ��►► ' �. • BY ,'� :!'� PRODUCT Ct•'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9 0 ('020`! •01 U t z I � W ! I - � , Q ; O oo I 0 4 !CO • V) I Q 06 1 rr ! = o 'U= >3 i W o N z W LJJ N z <0 CD - CD W I oW Ni 0 a PROFESSIONAL FL Licen 'PE 0010 sca '� AS NOT[D design by 1 vJK Vl W u 0 H a a x u W N W z P o.l I- X O: a 0 u V J. I NE21VICH drawn by Nc [chec[chec byl ked drawing no. 98 -312 sheet 6 of 9 MIAMI (30 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2 EDGE DISTANCE MIN. 3° EDGE DISTANCE' SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8 -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8 -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK 6" i,(Illlt(111fl1)R(((111111111iw. 1/4"91 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 4.8.0 12 12 8 12 12 9 3 4 9 9 6 j . 3 6 5 12 12 12 12 12 12 4 7 12 12 8 / 5 8 6 62.0 12 7 6 12 12 7 3 7 7 6 4 3 6 3 12 9 9 12 12 9 j 5 9 9 7 ; j 4 7 4 72.0 10 4 5 10 10 6 3 6 3 6 3 6 3 12 6 8 12 12 8 / 4 8 4 7 ' 4 7 4 92.0 8 1/ ' 4 8 8 6 3 6 3 6 3 6 3 10 3 6 10 10 7 ,, 4 7 4 7 4 7 4 200.0 6 ,/ ice/ 3 6 3 6 3 6 3 ( 6 � 3 6 3 7///, 4 7 4 7 / 4 7 4 7 / 4 7 4 � `'" ' 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 MACHINE SCREW WITH NUT 48.0 112 12 12 12 12 12 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 5 12 12 i10 , 4 10 5 12 12 11 12 12 12 3 6 12 12 10 / 5 10 5 72.0 12 8 8 12 12 10 4 10 6 10 / 4 10 5 12 8 9 12 12 10 . 5 10 6 10 5 10 5 , 92.0 12 4 6 12 12 10 4. 10 5 110 4 10 5 12 4 7 12 12 10 " j 5 10 5 10 / 5 10 5 200.0 10 / i /, 4 10 5 10 4 10' ' 5 10 4 10 5 10 / , , / 4i 5 10 5 10 // / 5 10 5 10 5 10 5 1/4 "0 RAWL W/ 7/8" & 1/4 - 20 STEEL MACHINE POWERS CALK - IN EMBEDMENT STAINLESS SCREW 48.0 12 12 10 12 12 12 6 12 12 9 4 9 7 12 12 12 12 12 12 6 9 12 12 12 3 6 12 9 62.0 12 10 8 12 12 10 4 10 10 8 4 8 4 12 12 12 12 12 12 3 7 12 12 11 /A 6 11 6 72.0 12 7 7 12 12 9 4 9 5 8 4 8 4 12 1 8 11 12 12 11 3 6 11 6 11 ,• 6 11 6 92.0 12 4 5 12 12 8 4 8 4 8 4 8 4 12 5 8 12 12 11 /� 6 11 6 11 / 6 11 6 200.0 8 1 4 8 4 8 4 4 8 4 8 4 8 4 11 24; 6 11 6 11 ./, A 6 11 6 11 <4 6 11 6 � J 1/4-co RAWL NAIL - IN MIN. 48.0 12 12 8 12 12 9 5 9 9 6 3 6 4 12 12 12 12 12 11 7 11 11 8 5 8 6 62.0 12 7 6 12 12 7 3 7 7 5 3 5 3 12 9 9 12 12 8 5 8 8 7 4 7 4 POWERS ZAMAC W/ 1 - 1/8" EMBEDMENT 72.0 90 4 5 10 _ 10 6 3 6 3 5/ 4 3 5 3 12 5 8 12 12 7 4 7 4 7 4 7 4 92.0 8 . / ;/ /, 4 8 8 5 3 5 3 5 3 5 3 10 3 6 10 10 7 4. 7 4 7 • 4 7 4 200.0 5/ 3 5 3 5 3 5 3 5 3 5 3 7 / , ; 4 7 4 7 4 7 4 7 4 7 4 11\i 1/4 DYNABOLT ANCHOR "O 48.0 12 12 8 12 12 8 5 8 8 6 / 3 6 4 12 12 12 12 12 10 7 10 10 7 2 5 7 5 mum 6 2.0 11 6 6 11 11 6 3 6 6 5 • G ' 3 5 3 12 8 9 12 12 8 5 8 8 7 4 7 3 ITW RED HEAD SLEEVE W/1 - 1/8" MIN. EMBED. 72.0 9 4 S 5 9 9 5 3 5 3 5 ' 3 5 3 12 5. 8 12 12 7 4 7 4 7 '/ 4 7 3 92.0 7 / / / 4 7 7 5 / 3 5 3 5 3 5. 3 9 3 6 9 9 7 4 7 3 7 j� 4 7 3 200.0 5// 3 5 3 5 / 3 5 3 5 3 5 3 7 // /, 4 7 3 7 4 7 3 7 7 4 7 3 '� 1/4 EPDXY S.S. W/ 48.0 12 12 12 12 12 12 • 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 12 12 12 12 6 11 12 12 11111 \111 \1 \1181111 \1111' MACHINE 2" 62.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 12 12 12 12 12 5 10 12 10 " SCREW ROD - 20 ITW EPCON ANCHOR W/ SCREW MIN. EMBED. 72.0 12 12 12 12 12 12 5 10 ' 12 12 12 5 10 12. 10 12 12 12 12 12 12 10 12 12 12 5 10 12 10 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 200.0 12 5 10 12 10 12 5 10 -12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 4 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CORTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE P10. ctc' 02ng.o1 c 0 N a •1 0'1 ,• 0 O T 0 T A r o'O o i LL W VI 4 a o oc r W a In 3 X J a E LL W 0 z W 0 x 1 Er thgl R 0 w • �a a • xE-• ca C scsl Idravn by A;f NOTE° L 14C 'design by VJK drawing no. cMcked bl V J'( COPYRIGHT 1998 KNEZEVICH & ASSOCIATES, INC. FAX: (305/ 883-9572 MIAMI (305/ 883-9571 AG#. • PN f :flee a t �tli:lsi t -Ihe prOri Expiration date: JEB BUSH GOVERNOR MIAM- DADICOUNTY TAX COLLECTOR 140 W. FLACLER ST. 14th FLOOR MIAMI, FL 311130 - THIS tS AN OCOUPATlCIULL TAX ONLY. IT DOES VOT MAW THE LICENSE_ TO VIOLATE ANY EXIS INS REOULATCfY OR ID 1710 LAWS OF THE O01711T 011 • CITIES. NON 00 IT EXEMPT THE LICEUSEE FROM ANY OTHER UC N>E . OR PERMIT REQUIRED BY LAW. THIS IS NOT A C RB- FICA770N OF THE LICENSEE'S OUALI•CA- TTON. ' PAYMENT RECEIVED MIAMI -DADE COUNTTTAX COLLECTOR: 081_4/2000 05011)9001 00002'x.00 SEE OMER SIDE 1.1. - :M:it+11;LIN, Ji 11 LICE ,NSLz NBR eI E ON Ch Ipter-r'489 ¢ AUG 319 2002 CHANIN, CLIFFORD 13 GATTA?tORTA —CI - ,AKIN CONSTRUCTION INC 1860 WEST AVE STE 201 M TA MI.. BEACH FL 33139 2000 OCCUPATIONAL LICENSE TAX 2001 MIAMI -DAOE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2001 MUST BE DISPLAYGUAZACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 310758E -8 BUSINESS MIME / LOCATION GATTA 3RTA CHANIN CONSTRUCTION INC 1860 WEST AVE 33139 MIAMI BEACH OWNER 6ATTAr 0RTA CHANIN CONST INC Seq. 19 B usy E NERAL BUILDING DO NOT FORWARD GATTAMORTA C1AMIN CONSTRUCTION INC CLIFFORD 8 CHANIN V PRES 1860 WEST AVE 2 Ft2 MIAMI BEACH FL 33139 W11Atu lunil1111ttL hhilLldlllitlbhdI nnilll fir O E . _. i STATE OF FLORIDA - . DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONST INDUSTRY LICENSING BOARD. =., : - -.-- c03184 . Y ti. o zte 2FLR WORKERS 1 DISPLAY AS REQUIRED BY LAW FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL LICENSE NO. STATE2ICBa031844 am, .7, 0„; i aD r CYNTHIA A. HENDERSON - .SECRETARY I Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/2/2005 Applicant: BARBARA Owner: JENKINS JOB ADDRESS: 46 Contractor Local Phone: Parcel # 1132060130040 NE 92 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -90 JENKINS BARBARA ST Contractor's Address: Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 7 & E1/2 LOT 8 BLK 1 Fees: FEE2005 -894 FEE2005 -1383 FEE2005 -1384 FEE2005 -1385 FEE2005 -1386 FEE2005 -1387 Description Submittal Fee Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount ($50.00) $100.00 $0.60 $0.20 $2.50 $3.00 $56.30 Total Fees: $56.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/20/2005 Construction Value: $400.00 Work: IRON GATE BARS 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 I assume responisibility for all work done by either myself, my agent, servants or employes. BY: • qf p' BUILDING PERMIT APPLICATION FBC 2001 Job Address (where the work is being done) p ex\t 4-- City Miami Shores Village Is Building Historically Designated YES ~-) Contractor's Company Name Contractor's Address /- 1 71- LL) '7 q S c City Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 40 Type of Work: EAddition Describe Work: oct Submittal Fee $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) ._, 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): ( Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Owner's Address `T N 4; E Cit /4144.4. )0(L`E State F � Tenant/Lessee Name ❑ Alteration Structural Plan Review. $ Master Permit No. Zip , -3/3 Phone # Permit No. j ()S U Phone # r 7s 7, County Miami -Dade Zip NO fled( OCU S�1 I[(New Phone # Zip 3 / 1/ Qualifier State Certificate or Registration No. Certificate of Competency No. Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** .06 Permit Fee $ C0° CCF $ [Repair/Replace ❑ Demolition v Tr L` _ of Clr CO /CC Notary $ Training/Education Fee $ ( 0 Technology Fee $ Scanning $ 3 _ - Radon $ Zoning Bond $ ''� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature Owner or Agent Contractor The foregoing instrument was ac b y'bt ledged before me this ( / The foregoing instrument was acknowledged before me this days � , , 2( nby QnL day of , 20 _, by wh . ' - rsonal nown to me or who has pro � --L . who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY NOTARY PUBLIC: Sign: Print: Expires: Jul 13, 2007 My Commission Expires: 9 o ° Bonded Thrn OF FL *** * ** * * * * * * * * * * * * * * * * * * * * * * * * * *;� * * ** ;Fr i > tc# 16tin5ttt' a* k************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 777 76 5 Plans Examiner Engineer Zoning 4 Located at: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT Legally described as . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td *brk as my own contactor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) _ Was acknowledged before me this By 9C al (51 S Produced • as identification and who did take an oath. BUILDING DEPARTMENT being the legal property owner, for the property DISCLOSURE STATEMENT initial of reviewing clerk. The foregoing instrument day of 200S S who is personally known to me or who has abell Vargas . omm ission + DD231984 • pires: Jul ;3, 2007 Bonded Thru ari Ronding Co In -I ron --3 f� 614Ctib/2 S v R 1 I✓ Z= Pf I) Eil S; Del /4 y 7399- s s / -lei _ 41-#72 fi5dica D. � �I PERMIT NO. • ' ADORES : AMI SHORES VILLAGE B ILOING / ZONING DEPARTMENT. D A E ECTION BY ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal, State. County. Wlage rules end regulations. Village tsstic no responsibility for accuracy ot/or mutts from these plans. 2. This copy of plans roust be avalltbie ea betiding site ar no Inspection will be conducted. JOB ADDRESS APPLICANT PHONE1 APPUCATION SHEET OF MISCELLANEOUS DATE • �,rti t Iuut SHEET et&r4. 3 cr 5 ZONING • COMMENTS G'L Cvd-ed INITIALS MIAMI SHORES VILLAGE, FLORIDA BUILDING Nr Date ELECTRICAL ❑ PLUMBING ❑ PERMIT 48826 ROOFING ❑ MECH ❑ Owner of Building Architect Contractor or Builder Legal Description Address of Building 01772 r1 ji ie �S cL- a-0 0f /& nail; h �41 L43t 74 II BI I/4 /PE 57" CONTRACTOR " r B ILDER Work to be performed under this Permit ,II .c 2 � z 2 /Mil) Sq. Ft.: (, SQ Value of CC Project $ a c i h / a,4 1.• 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 applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plane, 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 respon- sibility for work done by his agents, servants or e oylees. 7 Signed' _ - — — — ' - I °INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform ' "'.under in compliance with all ordinances and regulations pertaining.tt4ereto and in strict conformity with the plans, drawings, statements authorities of Miami Shores Village. In acc pfi • this ermit ' , ume responsibi 'ty for all work done by either, m — 1, • - Contractor's License No. CITY a20 Permit: CCF: Notary: Bond: 1 20 0_L_ 3 OD Radon: Amount of Permit: 3 .� 3-c-c 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. Owner's Name and Address.___/. -_ )_. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot__ Block __ Subdivision Street and Number where work is to be done e State work to be.done and purpose of building (by floors t -iJ and for no other purpose. New Building Remodeling Addition___ Repairs No. of tries , To be constructed of Kind of foundation Roof Covering_.___,! ; %: .�' Estimated Total cost of improvements $ 7 J � 1 �� ` 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 Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcnntractors, pn work to be performed under this permit, as are licensed by Miami Shores Village. Remarks -- -- - -- - -- — ( Signed )- - r STATE OF FLORIDA, COUNTY OF DADE. Disapproved _ (Signed) Chairman Member Member . .__ Council Approved ss. APPLD; T8®N FOR RLIILM i G PERMIT M AME SHORES VELLAGE Building Inspector 4 DBRIG BNSPECTION DE ARTMENT No. ._// •-< . / Street Date__ 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 J _ r _ Date__.�s� _ /4 - 7e Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD__ __ _ DATE Member Member _ Member .Date Disapproved 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 not.ee for insp..:ion or faulty materials and /or workmanship. 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. Owner's Name and Address D I J U 'rte E e k MIAMI SHORES iLAGE BUILDING INSPECTION D APPLICATION FOR BUILO+KIG PERMIT 1e uilding Inspe No Street__ ! _.e.._� ' Date MENT Registered Architect and /or Engineer "0 N a Name and address of licensed contractor _ (4/A. " ea / L DG- Location and legal description of lot to be built on: / Lot 1 4 '' Block / Subdivision_'R • 5,#2S 5c rou v [ P4 Street and Number where work is to be done State work to be done and purpose of building (by floors),&E4T g0 a 1 ?® ff l D 6 01' 1 L. l Ty Rte_ . / /=.tom ,,t , s o and for no other purpose. New Building Remodeling Addition ✓ Repairs No. of Stories To be constructed of e B S Kind of foundation CoN C RerE` 6 L 4 f ' ! Roo Covering — AR`t' ¢ 4 e4 ✓ l _z., Estimated Total cost of improvements $ t ®® Amount of Permit $ • Zone cubage required _Plan Cubage Distance to next nearest building a. ® Size of Building Lot 75 i a O 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 2 Pi f T _ _ _ _ _ 0 _ : ,3 arc K._ ._ -_ -._ 6 Ni e,94 / � M A / X / S 3 1 * ' - 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 Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subc. • tractors on work t. performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) F L. O e D R ,n_46 © L40 / 4 e..& s 4 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. p Permit No.__ G- l� _� Date d 0 °" Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida My Commission Expires NNING BOARD DATE Chairman Member Member ____ Member Member __. Member Council Approved Date Disapproved Date NOTE: A charge of $L00 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. Date Ready REQUEST FOR INSPECTION Company PHONE Job • Address Inspection Time Ready A.M. P.M. BUILDING ELECTRICAL PLUMBING Owner of Building Architect _ Contractor or Builder / Legal Description Address of Building This perm f ■ PERMIT N2 6078 Work to be performed under this Permit ,•� °` !�{,`1 A / MIAMI SHORES VILLAGE, FLORIDA Bl. Value of Project Subdi- vision I/ BY , DATE _ 194_ Contractor's License No. Amt. of Permit 7- : :; -• is granted to the contractpfor .. -r named above to construct the bui d' or to install the eq ment or device described in the appli- cation herefor in strict compliance with all ordinance .ertaining thereto and with the understanding that the work wi 1 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 knowledgeAT the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the.statpt}ents or specifications and tat 4 assumes respon- sibility for work done by his agents, servants or employees. Signed: B INS CTOR In consideration of the issuance to me of this permit I agree to perform the work covered h der in c• plian wll ordi s and re ons In accep this pertaining tl1pretb and in strict conformity with the plans, drawings, stateirients or specifications s t d eaut elm serva F +'f' di' CONTRACTCSR OR BUILDER AUTHORITY MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ ELECTRICAL ❑ DATE PLUMBING ❑ PERMIT N? /876 Contractor's License No. ROOFING ❑ ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building CONTRACTOR OR BUILDER Bl. Signed: t Subdi- vision . Sq. Ft Value of Project $ �. 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. BY Amt. of Permit $ ■ INSPECTOR 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 I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY L Owner's Name and Address M AMI SHORES V ILLAGE BUILDING INSPECTION DEPART '•" ENT FPLSCATION9 FOR BUIL (� °.. Pry, Jam°" C Registered Architect and /or Engineer �SS Name and address of licensed contractor. -..Sia -2___ . Location and legal description of lot to be built on CeM Lot Block Subdivision Street and Number where work is to be done V Remarks (Signed) G PE MIT 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. Date 19 oQ6 � - S�fG6 . State work to be done and purpose of building (by floors) and for no other purpose. New Building 2 2 Remodeling Addition Repairs No. of Stories To be constructed of.._. 0YV Kind o undation Roof Covering Estimated Total cost of improvements $ aer G _ e Amount of Permit $ z , - 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 sulArnit aU e plans and s eci.fi tions for said building. All notices wit l erer to the building and its construction may be sent to - Cf U 0 �2 9 f ° jr/5 ?J ai / f/ 6A--Y. v� • rl" 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, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subco r ors, work to be perf$)rl 42 undue Is permit, as are licensed by Miami Shores Village. f bt_ 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. -'-' � ' -.1' % . ? Permit No ' / Date .______.__:.._ /...,. Read, Sworn to and Subscribed before me. Disapproved /ate ti �// , , Notary Public, State of Florida (Signed) ._..4.. ... . - ...:_...- . v .l ; .,... Building Inspector\ My Commission Expires PLANNING BOARD DATE Chainnan Member Member Member Member Member Council Approved Date Disapproved 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. BUILDING ELECTRICAL PLUMBING k Architect Contractor or Builder F° fr-00/ Work to be performed under this Permi Owner of ;�«.• Building, Legal Lot ;1 �+ Description ' ° Z� Address of ! Building ,, , This pernfit is granted to the contracj/fY or'6uilder named above to construct the build' g or to install the eqq ipment or device described in the appli- cation 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 knowledgeaf 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 tie assumes respon- sibility for work done by his agents, servants or employees. f / - Signed • 0 t f ,. `;+ ir By - , INSPECTOR , In considergiea -ef issuance to me-of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining t refo and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this perm] j„1- "ssume responsibility for a work done by either myself, my agent, servant or employee. ASP — - i CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 6078 DATE Subdi- "T vision / Value of ' Project BY Cqutractor's License No. Amt. of Permit AUTHORITY Owner's Name and Address MIAMI SHORES'VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION PlafrBUILDING 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. Registered Architect and /or Engineer Name and address of licensed contractor . Location and legal description of lot to be built on: Lot Block 1 Subdivision Street an d Number where work is to be done State work to be done and purpose of building (by floors)_ Date N 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 $ Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building i 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 Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Street__ A ' tt - • 1 d x STATE OF FLORIDA, COUNTY OF DADE. j 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 st ted are true. �( Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date. (Signed) Notary Public, State of Florida Bu mg Iec M Commission Expires e, t4 PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved 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. 4 O , / /2-6< N . .57,z fif-- C3.3 ‘&/ 2 Sy s 60 /� ,-ri. 7. '''k I- 14/4 5y B