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405 NE 99 St (8)/ROPE Y OWNER a Name /r41 /4A4I / . / I/S Address `� 4.- / 6 . / eisr Adpe, ftwo , ee Home Telephone 3as- , 7 sg `Z S Business Telephone ®S — 61/ ./ Fax .6 69 - z7 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other 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 submit- ted 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 . 9 9 S r / / vii S 44 .3S Address Apt. City State Zip Folio Number escription of Work / "`^' ie /°0!e: Jk s Job Address: Lot Block Subdivision Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE ( ✓) / Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PB PG Zoning PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit No. , Linear Feet Square Feet Units Floors alue of Work 25,90, co Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax ONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTbD FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing ' o ' tractor. STATE SEAL: P A, COO I QE MIAMI -DADE f Owner A Zn•92 % . d)/11 Personally known OR, Produced Identification �n Barbara Ann Fugazzi Q Commission DD083823 SEAL: o f, Expire* March 29, 2003 STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier nt Name Print Name Sworn to ay of and subscribed before me this d �. �L�.u. Sworn to and subscribed before me this day of Signature of Notary Public - State of Flori Signature of Notary Public - State of Florida edala PERMIT APPLICATION 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 Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16 -20 Ton Pressure Vessel 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. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance 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 Electrical Mechanical Plumbing Fire Public Works Structural I I' L r 1I Z?.. Building Official - Page 4 OFFICE USE ONLY CHECKLIST OWNER - BUILDER FORM (Attach) U FIRE DEPARTMENT APPROVAL (Commercial / multi - family) • CONCURRENCY (New Construction) • OTHER (Specify & Attach) • PROOF OF OWNERSHIP (Attach) HRS / DERM APPROVAL (Septic / Sewer) • IMPACT FEE (New Construction) U OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review Notary $ 60 $ 5'b x ¢ 60) 1000 (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION • CONDO ASSOCIATION APPROVAL (Attach) • BPR APPROVAL (Restaurants) U CONTRACTOR REGISTRATION (On File) TOTAL $C ISSUIN(; OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF'APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -2044 Printed: 11 /26/2002 Applicant: SHIRLEY DAVIS Owner: DAVIS SHIRLEY JOB ADDRESS: 405 NE 99 ST Contractor Local Phone: Parcel # 1132060170390 Signed: Building Permit Contractor's Address: Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 12 -13 & W1/2 OF LOT 14 BLK 89 PB Permit Status: APPROVED Permit Expiration: 5/25/2003 Construction Value: $2,500.00 Work: HURRICANE SHUTTERS Page 1 of 1 fee is $50.00, which must be paid in advance before calling for another inspection. Fees: Description Amount FEE2002 -6757 Building Permit Application Fee $60.00 FEE2002 -6758 CCF $1.80 FEE2002 -6759 Notary Fee $5.00 Total Fees: $66.80 Total Fees: $66.80 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection 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. (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 9 Co[ ,o`>( \S' c) oil {3' 0 as a 10 cP\I S L45 9 9 T" s - r MI km S1-bas AF Florida Storm Panels 14475 N.W. 26 Avenue • Opa-locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -751 1 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20gauge panels under renewal number 02- 0826.07. (Previous number 02- 0531.02) This letter authorizes to use our 20ga. Panels under number 02- 0826.07 to be used at the following job: Sincerely, Victor V. Cruz Enrique Revilla President or Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or.material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated July 31, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0531.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0826.07 Expiration Date: 01/04/2008 Approval Date: 09/19/2002 Page 1 — H Q CO J W T r STORM PANEL SCHEDULE ' . SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR OVERLAP FASTENERS OR NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. "h" REINFORCING. TUBE REQUIRED. REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE OR TOP & BOTTOM MOUNTS TOP & BOTTOM MOUNTS NEGATIVE "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK SHALL BE "F" TRACK OR SHALL BE "F" TRACK OR DESIGN OR STUDDED ANGLES WITH STUDDED ANGLES WITH STUDDED ANGLES WITH LOAD (W) STUDS @ 6 -1/4" O.C. OR STUDS @ 6 -1/4" 0.C. OR STUDS (Gl 12 -1/2" O.C. OR (P.S.F.) DIRECT MOUNTS WITH DIRECT MOUNTS WITH DIRECT MOUNTS WITH ANCHORS © 6 -1/4" O.C. ANCHORS @ 6 -1/4" O.C. ANCHORS @ 12 -1/2" O.C. MAX. MAX. MAX. PANEL PANEL PANEL LENGTH LENGTH LENGTH (FT. - IN.) (FT. - IN.) (FT. - IN.) 30.0 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 8 -8 _ 50.0 10 -6 10 -6 _ 8 -8 60.0 10 -1 10 -1 8 -8 70.0 9 -8 9 -9 8 -8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4 -11 7 -4 4 -7 150.0 4 -7 7 -1 4 -3 160.0 4. - 3 6 -11 4 -0 170.0 4 -0 • 6 -8 • • 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 • 5 -5 2 -11 230.0 3 -0 5 -2 2 -9 N N a E 0 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING ALT. BUILD -OUT G MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 07/31/02 15:35 SCALE : 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REQ'0 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1' V :. U111 \1U.1; SEE MIN. T EPARATION FROM GLASS SCHEDULE (TABLE 2) O N O W WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK EXISTING W000, CONC. OR HOLLOW BLOCK STRUCTURE FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1 • SCALE : 3" = 1' -0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1 • 1/4 -20 MACHINE BOLT & NUT (ii) 12 - O.C. (TYP. TOP S. BOTTOM) EQUAL 1/4" MAX. /4 -20 MACHINE BOLT & WINGNUT® (g➢ 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE FASTENER, SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE W000 FRAMIN CONNECTION• TYPE 1• 1/4 SEE MIN. SEPARATION FROM 1/4 -20 MACHINE GLASS SCHEDULE BOLT & WINGNUT ® (TABLE 2) @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TYP, TOP L BOTTOM /2" ALUM. OR GALV. STEEL SPACERS AS REQ'0 FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1 • SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) "F" TRACK CONNECTION TO FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE • 1 AX EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT L WINGNUT @ 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 1/4 -20 MAC INE BOLT & WINGNUT 9 (A 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 ANGLE MAY VARY IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 0 ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL ALT. CORNER DETAIL ` J SCALE : 3" = 1' -0" 0 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE SCALE : 1 -1/2" = 1' -0" INTERIOR FASTENING ANGLE ASSEMBLY OPTIONAL HANDLE LOCATION 1/4 -20 S.S. BOLTS L WINGNUTS® (� a @ MIDPOINT OF PANEL SPAN OR 0 _�J 51" 0.C. MAX. (TYP) 3/8"m HOLE FOR FASTENING PANEL 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 7O1 -1/2" x 1 -1/2" AL. STUD ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 /4"m POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. @ 3" O.C. OR 1/4 "a POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE @ 3" O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. NOTE : USE OF THIS DETAIL IS LIMITED TO »-72 PSF AND A MAX_. PANEL LENGTH OF 11' -0 ". - / STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2., = 1 , -0 ,. PRODUCT RENEWED as tom o the Florida Balding oee • pta No O 2 - o 8 Zb • 07 •,r Expiration Data a . 08 By . ' .yew/ � • i L i. MMhos' 1 • rodvct Co.tr01 DDivision Uz - L Z get W LU 1/1 F I 7 _ o V � 0 . H V1 o: ¢ W Z V N 7 Lu Z 0 u r H In m 0 en In a u o c cc O p cc 0 0 N W • c< o m • m m 2 VA 41 a d o g � e l 0 V a t]- W NZ Z J <-4 <0 � W NH c 0 2. d 0 s a z 0 3 0 a a z E 0 0 0 n N 0 = 3 Z O 0 3 3 = 0 date 07/19/99] (scale AS NOTED design by VJK [drawn by MC (chec (checked b )j ked drawin no. 99 -097 4 sheet 3 of 4 07/31/2002 03: 35: 40pm SEE STORM PANEL SCHEDULE SEE STDRM SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MAX. PANEL LENGTH EDGE DIST. MAX. PANEL LENGTH J ANCHOR S SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS D EXISTING STRUCTURE ANCHOR TYPE M LOAD (W) S MIN. 2" EDGE DISTANCE M MIN. 3" EDGE DISTANCE SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TC S SPANS UP TO CONNECTION C 2 3 3 1 CONNECTION C 2 3 3 1 CONNECTION C 2 3 3 1 CONNECTION C 2 3 3 1 CONNECTION C TYPE T 3 1 CONNECTION 2 3 3 MIN. 3,000 P.S.I. CONCRETE 48 1 12.5 1 12.5 1 12.5 1 12.5 9 9 8 8 1 12.5 5 5 6 6.25 1 12.5 1 12.5 1 12.5 1 12.5 1 11 1 12.5 1 12.5 7 7 1 11 62 1 12.5 1 12.5 1 10 1 12.5 5 5 6 6.25 1 12.5 3 3 S S 1 12.5 1 12.5 1 12.5 1 12.5 7 7 1 10 1 12.5 4 4 8 8 i1111IIIIIII111111111111111111111111D> 6 72 1 12.5 9 9 1 12.5 5 5 1 12 1 12.5 1 12.5 1 12.5 9 9 1 12.5 7 7 92 1 12.5 7 7 1 12 4 4 9 9 1 12.5 1 11 1 12.5 7 7 1 12 / / 5 5 230 8 8 3 3 8 8 3 3 8 8 1 10 4 4 1 10 4 1 10 4 4 1/4 "0 ELCO MALE/ 4 48 1 12.5 1 11 1 12.5 - - 7 7 1 12 1 12.5 1 12.5 1 12.5 8 8 1 12.5 6 6.25 62 1 12.5 l l 8 8 1 12 5 5 9 9 1 12.5 l l 1 10 1 12 6 6.25 9 9/ 5 5 72 1 12.5 7 7 1 10 4 4 8 8 / / 1 12.5 8 8 1 10 5 5 8 8 4 4 92 1 12.5 6 6 8 8 I I / 3 3 6 6.25 A A 4 4125 6 6.25 8 8 A A 4 4 6 6.25 3 3 230 5 5 r r a r trnr 5 5 r r alli r iMEIr 12.5 1 12.5 1 12.5 1 12.5 * /�,,, i i 4 48 1 12.5 1 12.5 1 12.5 1 10 1 12.5 8 8 1 12.5 1 12.5 1 HOLLOW CONCRETE BLOCK ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 3/4• EDGE DISTANCE LOAD SPANS UP TO SPANS UP TO SPANS UP TO 5•-6" 8•-7" 11' -0" PS (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ANCHOR TYPE MAX. (SEE CONNECTION CONNECTION CONNECTION NOTE TYPE TYPE TYPE 1) 1 2 3 1 2 3 1 2 3 4.8 11 11 11 11 11 7 11 8 5 f rrrrrrrruu - 62 11 11 8 11 7 5 11 5 4 1/4 "0 WOOD LAG W/ 72 11 11 7 11 6 4 11 4 3 1 -3/4" MIN. THREAD PENETRATION SHEAR 92 11 8 6 11 4 3 11 3 • PARALLEL OR PERP. TO WOOD GRAIN 230 11 i � 11 r •/ 11 • / i 48 6.25 • 6.25 6.25 6 6.25 4 liza\IV 62 6.25 • 6.25 6.25 4 6.25 / 3 5/16"0 0.0. BRASS 72 6.25 6.25 6.250 4 6 3 WOOD BUSHING W/ 1/4 -20 SIDEWALK BOLT 92 6.25 4 6/ 3 4 4 (3/4 "0 HEAD) W/ 4 , / 1" MIN. EMBEDMENT • 230 4 ' Pr 4 i r/ / EXISTING STRUCTURE OOOM MIN. SEPARATION FROM GLASS SCHEDULE . MIN. SEPARATION FOR INSTALLATIONS MIN. SEPARATION FOR LESS THAN 30' ABOVE GRADE INSTALLATIONS POSITIVE MAX. (IN.) GREATER THAN 30' ABOVE DESIGN PANEL SYSTEMS 1 & 2 SYSTEM 3 GRADE LOAD (W) LENGTH (IN.) (P.S.F.) (FT. - IN.) MIDSPAN MIDSPAN NO MIDSPAN BOLTS OR TUBE BOLTS TUBE REQUIRED ALL CONDITIONS 5 - 7 2 -1/4 2 -3/8 3 -1/2 1 - 1/8 40.0 8 - 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8 - 8 3 3 3 -1/2 1 -3/4 11 -0 3 3 N/A 2 -7/8 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 50.0 8 - 5 2 -1/4 2 -3/8 3 -1/2 1 -7/8 8 - 8 3 3 3 - 1/2 1 - 7/8 10 - 6 3 3 N/ A 3 5- 7 2 -1/4 2 - 3/8 3 -1/2 1 -1/4 60.0 8- 5 "2 -1/4 2 -3/8 3 -1/2 2 8 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/ A 3 5 - 7 2 - 1/4 2 -3/8 3 -1/2 1 -1/4 70.0 8- 5 2 -1/4 2 -3/8 3 -1/2 2 -1/8 8 - 8 3 3 3 -1/2 2 -1/4 9 - 9 3 3 N/ A 3 I- QmJW N 0 0 0 0 N N 0 0 0 E c c N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES. 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 W000 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. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 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. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT PRODUCT RENEWED as complying with the Florida SoidingCode Acceptance No 0C. -0$26. o7 EipkatIc Dale By, Miami Division z H " r w u 1 � < _o V � O N ( CC Q z d�f � _V W N w Z 0 �. r` 2 cEd W0(O, ch 0 Cf Cn N U Ow - 00 Ec 099 O J T U_ O co. a 0 N v 0 a a 0 ° _ N T [dare scale AS NOTED [design by VJK 07/19/99 [drawn by Mc [checked by� V JKI drawing no. 99 -097 sheet 4 of 4 1 07/31/02 15:35 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 3. N 0 0 0 0 N N 0 0 0 E c c N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES. 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 W000 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. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 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. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT PRODUCT RENEWED as complying with the Florida SoidingCode Acceptance No 0C. -0$26. o7 EipkatIc Dale By, Miami Division z H " r w u 1 � < _o V � O N ( CC Q z d�f � _V W N w Z 0 �. r` 2 cEd W0(O, ch 0 Cf Cn N U Ow - 00 Ec 099 O J T U_ O co. a 0 N v 0 a a 0 ° _ N T [dare scale AS NOTED [design by VJK 07/19/99 [drawn by Mc [checked by� V JKI drawing no. 99 -097 sheet 4 of 4 1 07/31/02 15:35 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 3. E a 00 M 0 0 N 0 0 N 0 n O N v 0 O E SEE MIN. SEPARATIO FROM GLASS . SCHEOULE (TABLE 2) GLASS • OR 000R EXISTING CONCRETE HOLLOW BLOCK OR 'W000 FRAMING ANGLE TO WALL DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE )TABLE 2) GLASS OR 000R © 07/31/02 15:34 WOOD STUDS @ 24" O.C. MAX. SCALE : 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE2• FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION •TYPE1• • ‘MUVTAMMIAVti M11; r im ■� iI 1 MBEOME N liJ 2 0 2: J W 0. 0. X ®CONT. O WALL MOUNT SECTION A SCALE : 3" = 1• -0" #14 S.M.S. @ 10" O.C. 2 - 1/ 4."0 x 4 -1/2" S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUOS t 1" x 4" x .125" OR 5/8•• 2" x 4" x .125" AL. MAX. TUBE OR 2" x 6" P.T. W000 W/ 1/4 "0 LAG SCREWS @ 12" 0.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE x THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 1/4 -20 MACHINE BOLT & WINGNUT 0 @ 6 -1/4" 0.C. OR 12-1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO z 72 PSF. WALL MOUNT SECTION (BOTTOM) EXISTING W000, CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) 1/4 -20 MACHINE BOLT b WINGNUT O9 @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR 000R (JT CONT. GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 10 QUAL . SCALE : 3" = 1' - 0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 3• O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" 5/8" MAX. — EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 1/4" MAX 1/4 -20 MACHINE BOLT & WINGNUT 90 @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE • HOLLOW BLOCK OR OGE DIST./ WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE3' CEILING /INSIDE MOUNT SECTION REMOVABLE FASTENER @ 6 -1/4" 0.C. MAX. FOR SYSTEMS 1 OR 2 ANO @ 12 -1/2" 0.C. MAX. FOR SYSTEM 3, BUT 00 NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYPE 1•. USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER 3. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 1/4 "0 ELCO MALE WITH WASHEREO WINGNUT @ 6 -1/4" 0.C. MAX. FOR SYSTEMS 1 OR 2 AND @ 12 -1/2" 0.C. MAX. FOR SYSTEM 3, BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1' . EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 5 /e• MAX. GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1. © BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" ft: OR1 "x4 "x.12S" AL. TUBE (OPTIONAL) FROM GLASS SCHEDULE (TABLE 2) 5/8" MAX. EMBED (TYP.) VAti 18" II 0 NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF. ® SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" •PASTENE11, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1. OPTIONAL LEG DIRECTION 1/4 -20 MACHINE BOLT L WINGNUT @ 12" 0.C. TYP. TOP L BOTTOM ® OR Q /4" FOR COMPON 2 ANO 3/4" F R OMPONENTQ3 26 • 1/4" MAX. ENT O 1/4 -20 MACHINE BOLT b WINGNUT 0 @ 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF THREE 1/4'•0 W000 SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER @ 24" 0.C. MAX.) 2 x W000 JOIST. TRUSS OR RAFTER #12 SMS BETWEEN TRUSSES @ 10" 0.C. MAX. - MAX. PRODUCT RENEWED as complying with the Florida Baidlug Code Acceptance No O - 0 Fspiration Date o . By Division 7 rn c W NZ Z a >2 o 0 Q J w UJ O N V ~ 1 ter oit r 0 LAJ V N 2 0 0 In v - 10 cc0 Q° O O CV W w Ln Zl ^ J l On<'a LL r O fr O C7 Q date 07/19/9 scal AS NOTED (design by l VJK (drawn by ( MC (checked by VJK drawing no. 99 -097 C sheet 2 of E a 0 141 M t) 0 N . 0 0 0 N g) a 0 0 I n c 0 a) rn CO Vf i n rn 0 rn rn E Vf 01 01 v 0 0 0 0 0 O E c N 1 .250" 0 .325" I 07/31/02 15:33 5.00" 1.50" i'-:093" TYP. 1/4" S.S. STUD 6 -1/4" O.C. OR 12 -1/2" O.C. (SEE ETAILS FOR SPACING) 1.50" 1 O STUDDED ANGLE SCALE : 3" = 1' -0" t t PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 1.50" 12.50" COVERAGE 14.50" O STORM PANEL SCALE : 3" = 1' -0" 5.00" .188" PRODUCT MARKING 469" .085' "F" TRACK WINGNUT O SCALE : HALF SIZE O SCALE : HALF SIZE GENERAL NOTES: T. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 40. G 60 GALVANIZED COATING, WITH A MINIMUM Fy = 46.7 KSI 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DI CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION & ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4- 0 x " BOLTS W TH QIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION t FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQ IR D. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION ®. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. W J = O W = U W Jw Z Z Z a a. 0. ZX 0: a O N W a la) LL 1.813" 2.000" O "h" HEADER SCALE : 3" = 1' -0" 10 1/4" MAX. 0 P 1.00" STANDARD STANDARD CHANNEL SCALE : HALF SIZE - BOTTOM MOUNT 6 -1/4' (TYP p7 \J OR DIRECT 6 -1/4' (TYP) TYPICAL ELEVATION (SYSTEM 1) MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS Cal 6 - 1/4" O.C. WITH ANCHORS @ 12 -1/2" O.C. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 - 1/4" 0.C. OR DIRECT MOUNTS W)TH ANCHORS Cal 6 -1/4" O.C. 1/4" MAX. 1/4" MAX. EXIST NG CONCRETE, HOLLOW BLOCK OR W000 FRAMING 0 N O "h" HEADER SCALE : 3" = 3.500" 0 0 .050" 1.00" WIOTH UNLIMITED 250 " - 1 OPTIONAL LEG DIRECTION - (PERP. TO PANEL SPAN) SECTION M i Division 2.000" .062" .813" 1:987' + - 16 GAGE GALV. STEEL GRADE 50 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING _ USE 1" x 1" x 16 GA STEEL 0 1 -3/4" OVERLAP MIN. TUBE WHERE APPLICABLE SEE NOTE 14 & TYPI AL ELEVATIONS 15 & 16 (TYP.) trt 0i ©30 PLAN VIEW PRODUCT RENEWED with tie fofiQO es complying ALC(PIa N o 0 2- o ; 2 .07 LTA/ oog foduct Control TOP MOUNT 1" x 1" TUBE. MAY BE USED WHER REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE, SHEET 4, AND PLAN ViEW & NOTE 14 SHEET 1 O VERLAP FASTENERS (SEE PLAN VIEW & NOTE 14) 2.000" "U" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 50 - OPTIONAL LEG DIRECTION ter= 1 . 7f.4 .75' 11 SOFFIT CHANNEL SCALE : HALF SIZE 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW 0 0 SCALE: 1 -1/2" = 1' -0" 12 16 GAGE GALV. 'STEEL 2 ",3 "4"OR 5" SCALE : 3" = 1' -0" 1.00" ANGLE WIDTH UNLIMITED ® 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING MIN. 0 N � 14 GAGE GALV. STEEL (PERP. TO PANEL SPAN) SECTION .125" 6063 -T6 ALUMINUM S" MAX. Sa ANGLE S CALE : 3" = 1' -O" TOP MOUNT 00 OR DIRECT MOUNT = J F ,a z wo W N wo Z= a a. Q XJ as o C OW LL lO USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPI AL ELEVATIONS 5 8 16 (TYP.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING GALV. STEEL GRADE 50 OR ALUM. T = MIN..085" KEYHOLE WASHER 14 SCALE : HALF SIZE W 0' W Z U W N J J J w zQ a s a E X a O fl N 0: w 0 N LL BOTTOM MOUNT 00 OR DIRECT i 12- /2" 1 MOUNT ( (OUSE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 b TYPI AL ELEVATIONS © & 16 (TYP.) FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 0 .093" TYP. 1.50" 1 ANGLE SCALE : 3" = 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION (SYSTEM 3) OVERLAP FASTENERS TYP. (SEE NOTE tt 14 0 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2" x 5" MAX. , ;z Z Z N - I1 W V H Q � _o U ° 0 . N N N ac Q Z aB Z U W I: N UJ vt Z L O J W NZ Za >2 O 0 1/1 Ww O NN 0 N 1�00� 00 GA. STEEL TUBE SCALE : 3" = 1' -0" 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2" O.C. (TYP) BOTTOM MOUNT CO OR OIRECT MOUNT date 07/19/99 (scale ` AS NOTED design by VJK (drawn by l nC (checked by� l VJK) drawing no. 99 -097 Sheet 1 of 4 (VERTICAL OR HORIZONTAL) C .. f (VERTICAL OR HORIZONTAL) C - C c N E a 0 141 M t) 0 N . 0 0 0 N g) a 0 0 I n c 0 a) rn CO Vf i n rn 0 rn rn E Vf 01 01 v 0 0 0 0 0 O E c N 1 .250" 0 .325" I 07/31/02 15:33 5.00" 1.50" i'-:093" TYP. 1/4" S.S. STUD 6 -1/4" O.C. OR 12 -1/2" O.C. (SEE ETAILS FOR SPACING) 1.50" 1 O STUDDED ANGLE SCALE : 3" = 1' -0" t t PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 1.50" 12.50" COVERAGE 14.50" O STORM PANEL SCALE : 3" = 1' -0" 5.00" .188" PRODUCT MARKING 469" .085' "F" TRACK WINGNUT O SCALE : HALF SIZE O SCALE : HALF SIZE GENERAL NOTES: T. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 40. G 60 GALVANIZED COATING, WITH A MINIMUM Fy = 46.7 KSI 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W DI CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION & ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4- 0 x " BOLTS W TH QIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION t FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQ IR D. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION ®. 15. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. W J = O W = U W Jw Z Z Z a a. 0. ZX 0: a O N W a la) LL 1.813" 2.000" O "h" HEADER SCALE : 3" = 1' -0" 10 1/4" MAX. 0 P 1.00" STANDARD STANDARD CHANNEL SCALE : HALF SIZE - BOTTOM MOUNT 6 -1/4' (TYP p7 \J OR DIRECT 6 -1/4' (TYP) TYPICAL ELEVATION (SYSTEM 1) MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1/4" O.C. OR DIRECT MOUNTS ANGLES WITH STUDS @ 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS Cal 6 - 1/4" O.C. WITH ANCHORS @ 12 -1/2" O.C. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS @ 6 - 1/4" 0.C. OR DIRECT MOUNTS W)TH ANCHORS Cal 6 -1/4" O.C. 1/4" MAX. 1/4" MAX. EXIST NG CONCRETE, HOLLOW BLOCK OR W000 FRAMING 0 N O "h" HEADER SCALE : 3" = 3.500" 0 0 .050" 1.00" WIOTH UNLIMITED 250 " - 1 OPTIONAL LEG DIRECTION - (PERP. TO PANEL SPAN) SECTION M i Division 2.000" .062" .813" 1:987' + - 16 GAGE GALV. STEEL GRADE 50 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING _ USE 1" x 1" x 16 GA STEEL 0 1 -3/4" OVERLAP MIN. TUBE WHERE APPLICABLE SEE NOTE 14 & TYPI AL ELEVATIONS 15 & 16 (TYP.) trt 0i ©30 PLAN VIEW PRODUCT RENEWED with tie fofiQO es complying ALC(PIa N o 0 2- o ; 2 .07 LTA/ oog foduct Control TOP MOUNT 1" x 1" TUBE. MAY BE USED WHER REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE, SHEET 4, AND PLAN ViEW & NOTE 14 SHEET 1 O VERLAP FASTENERS (SEE PLAN VIEW & NOTE 14) 2.000" "U" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 50 - OPTIONAL LEG DIRECTION ter= 1 . 7f.4 .75' 11 SOFFIT CHANNEL SCALE : HALF SIZE 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW 0 0 SCALE: 1 -1/2" = 1' -0" 12 16 GAGE GALV. 'STEEL 2 ",3 "4"OR 5" SCALE : 3" = 1' -0" 1.00" ANGLE WIDTH UNLIMITED ® 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING MIN. 0 N � 14 GAGE GALV. STEEL (PERP. TO PANEL SPAN) SECTION .125" 6063 -T6 ALUMINUM S" MAX. Sa ANGLE S CALE : 3" = 1' -O" TOP MOUNT 00 OR DIRECT MOUNT = J F ,a z wo W N wo Z= a a. Q XJ as o C OW LL lO USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYPI AL ELEVATIONS 5 8 16 (TYP.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING GALV. STEEL GRADE 50 OR ALUM. T = MIN..085" KEYHOLE WASHER 14 SCALE : HALF SIZE W 0' W Z U W N J J J w zQ a s a E X a O fl N 0: w 0 N LL BOTTOM MOUNT 00 OR DIRECT i 12- /2" 1 MOUNT ( (OUSE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 b TYPI AL ELEVATIONS © & 16 (TYP.) FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 0 .093" TYP. 1.50" 1 ANGLE SCALE : 3" = 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION (SYSTEM 3) OVERLAP FASTENERS TYP. (SEE NOTE tt 14 0 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2" x 5" MAX. , ;z Z Z N - I1 W V H Q � _o U ° 0 . N N N ac Q Z aB Z U W I: N UJ vt Z L O J W NZ Za >2 O 0 1/1 Ww O NN 0 N 1�00� 00 GA. STEEL TUBE SCALE : 3" = 1' -0" 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2" O.C. (TYP) BOTTOM MOUNT CO OR OIRECT MOUNT date 07/19/99 (scale ` AS NOTED design by VJK (drawn by l nC (checked by� l VJK) drawing no. 99 -097 Sheet 1 of 4 (VERTICAL OR HORIZONTAL)