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SHUTTERS
PIELOTERTY OWNER 'N cl LC: cf\Prre-S Address Home Telephone Business Telephone Fax 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. 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. AP! LICATION Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. O S L) e 7 � (Q c- CcoAC Shy \ 31 Address Folio Number Lot Block Subdivision PB PG Zoning Current Use of Property Square Feet Proposed Use of Property value of Wo C t Tenant Information Tax Assesse. ppraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Apt. Desc of Work Master Permit No. Subsidiary Permi City State PERMIT APPLICATION Zip Linear Feet (3Jnits Floors Bldg Value ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name icense No. Address Telephone Fax Qualifier Name 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 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 a Co tractor. t • TE OF '1111a OUNTY OF MIAMI -DADE Signature Print Name Swo is to and subscribed before me thi SEAL: day of C 1 , STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of PERMIT APPLICATION ature of No /: ry Public Stat o ' orida _ Signature of Notary Public - State of Florida - - ;,•.: ... � Personally known OR, Produced Identification Personally known OR, Produced Identification SEAL: Type of Identification Produced: Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TY Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE: Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING 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: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $ o (X .ft. = x/1000 Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) S;0 ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ' ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 6, a D CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com • CD CD n 0 0 ❑ Cl • c c Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/18/2002 Applicant: ` 1 E Owner: AMSIL - JOB ADDRESS: 1015 t rA�E Contractor Local Phone: Parcel # 1132050170120 Permit Status: Work: SHUTTERS MARLENIS H. SMART DARIK SMART 4061 EAST 10 AVE. HIALEAH, FL 33013 ern ... POWER 1 CREDIT UNION MEMO }815''0' 1 Ct., �}7 J `3 CIIJtU Fees: FEE2002 -6531 FEE2002 -6532 FEE2002 -6533 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $1.20 $5.00 $66.20 Total Fees: $66.20 Total Receipts: $0.00 APPROVED If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. Permit Expiration: NE 97 Legal Description: 5 6 53 42 63 -60201 2660 6759 DATE il Ct Building Permit Permit Number: BP2002 -1983 5/17/2003 Contractor's Address: 1908 c) AMLL�, I d6EL D ST Construction Value: $ .<040/ a0 � t ArkLARS B' -,... PB 43 -51 REV PL MIAMI SHORES SEC 8 LOT 12 BLK 180 equipment or device described in the application herefor in strict compliance with all h any plans, drawings, statements or specifications that may have been submitted to Dt done in compliance with such ordinances or if the plans are changed without r or builder named above assumes the responsibility for a thorough knowledge of the or in the statements or specifications and that he assumes responsibility for work done ompliance with all ordinances and regulations pertaining thereto and in strict conformity Village. In accepting this permit I assume rosponisibility for all work done by either BY: BY: $1,987.00 Page 1 of 1 Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 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 99- 0804.01) nn This letter authorizes c2EJ to use our 20ga. Panels under number 02- 0826.07 to be used at the following job: Sincerely, Victor V. Cruz President Enrique Revilla 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. MIA MIDADE 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 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 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. NOA No 02- 0826.07 Expiration Date: 01/04/2008 Approval Date: 09/19/2002 Page 1 0. O ri M r%) 0 .o 0 N M n 0 Cr 0 1 .250" 0 in 0 .325" 07/31/02 15:33 1.50" I I 1.50" 12.50" COVERAGE 093" TYP. 1/4" S.S. STUD @ 6 -1/4" O.C. OR Cak 72 -1/2" O.C. (SEE DETAILS FOR SPACING) 1.50 " STUDDED ANGLE SCALE : 3" = 1' -0" PROOUCT MARKING PROOUCT MARKING LOCATION -7 (OPTIONAL LOCATION) 14.50" STORM PANEL 0 SCALE : 3" = T -0" c .1BB" .085 "F" TRACK WINGNUT 0 SCALE : HALF SIZE 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 -OADE 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 WINO VELOCITY. FOR WIND 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. 8) 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 "8" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A653. STRUCTURAL QUALITY. GRADE 40. G 60 GALVANIZED COATING. WITH A MINIMUM Fy = 46.7 KSI . 70. PRODUCT MARKINGS SHALL BE WITHIN 72" OF ONE END 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( DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATION 05 8.1:t ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/1/4- 0 x " BOLTS will DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION4 FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQRED. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 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. 0 "h" HEADER SCALE : 3" = 1' -0" W 7E z W W N J 41 1 Z Q a s a Z X D a OF y1 0 W N LL 10 1.00" 3.500" STANDARD CHANNEL SCALE : HALF SIZE 6 -1/4" ITYP) WIDTH UNLIMITED SECTION 1.00" •IPERP. TO PANEL SPAN) "h" HEADER OPTIONAL LEG DIRECTION SCALE : 3" = 1' -0" 16 GAGE GALV. STEEL GRADE 50 t 1 00 2 PLAN VIEW x 1" 1UBE. MAY BE USED w9EF.E REDUCED - SEPARATION FROM GLASS --- IS RCQWREO. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 4. AND PLAN VIEW 3. NOTE 14 SHEET 1 • BOTTOM MOUNT (DOOR DIRECT .4 -1/4' ITYPI MOUNT TYPICAL ELEVATION (SYSTEM 1) (TYPICAL ELEVATION OVERLAP FASTENERS OR REINFORCING TUBE REQUIRE°. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. "J NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. • TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS CB 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING M iami Division letir Qi USE 1" x 1" = 16 GA STEEL 1 -3/4" OVERLAP MIN. TUBE WHERE APPLICABLE SEE NOTE 14 & TYP AL ELEVATIONS 15 & 16 (TYP.) PRODUCT RENEWED as Py with tie Florida Saidbag Accepta No0 0 :26 ..07 8 t. feoLT.92oo8 redact CeYfiel TOP MOUNT VERLAPFASTENERS (SEC PLAN VIEW L NOTE 1LI 2.000" .062" TYP) its r- 1.813" "U" HEADER SCALE : 3" .1'-0" 5.00" 16 GAGE GALV. STEEL GRADE 50 1 1 SCALE : HALF SIZE PLAN VIEW 0 O c - L� O PTIONAL LEG DIRECTION � 7 ,,..� E 75' SOFFIT CHANNEL © 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE ) ASTENER La 12" 0.C. F OR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 11 " 0.C. FOR DESIGN LOADS ORC ATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORI -' SCALE: 1 - 1/2" = 1' - 0" 16 GAGE GALV. STEEL 2 ", 3 " 4" OR 5" 5" MAX O ANGLE 5a ANGLE 1' 0 S CALE : 3" = 1' -0" S CALE : 3" = -0" 12 //4" MAX. 1.00" I I WIDTH UNLIMITED 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" IPERP. TO PANEL SPAN) SECTION EXISTING CONCRETE. HOLLOW BLOCK OR 1 WOOD FRAMING (SYSTEM 2) TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS C8 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS Cdl 6 -1/4" O.C. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING MIN. 0 N .125" TOP MOUNT 070 OR DIRECT MOUNT 6063 -T6 ALUMINUM t@ USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 S. TYP( AL ELEVATIONS & 16 (TYP EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING GALV. STEEL GRADE 50 OR ALUM. t • MIN. 0B5" KEYHOLE WASHER 14 STEEL TUBE SCALE : HALF SIZE BOTTOM MOUNT 00 OR DIRECT 12- /2'• I \--BOTTOM MOUNT MOUNT (TYP) { COOR DIRECT TYPICAL ELEVATION (SYSTEM 3) MOUNT TOP 8. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS Cal 12 -1/2" O.C. OR DIRECT MOUNTS WITH ANCHORS Cal 12 -1/2"' O.C. OUSE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 14 & TYP( AL ELEVATIONS0 S. 16 (TYP.) FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEOULE FOR ANY ACCEPTABLE ANCHOR( 0 .093" TYP. 1 1.50" ANGLE SCALE : 3" • 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPANI SECTION L I 1 16 GA. O L SCALE : 3" = 1' -0" 3 -1/2 WITH WASM -20 EREO x WINGNUTS BOLT @ 12 -1/2" O.C. (TYP) OVERLAP FASTENERS TYP. ISEE NOTE # 14 O 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2" x 5" MAX. II PR•' R Ucense .�Si� ' 10983 N 0 VJ. KNEZEVIC:H L31 0J W W NZ Za >2 <0 H <J 0 N t/7 ;2; C � W � �, O 7 UQ� 1n 1 - O t'7 � c U: Q � 3 �0 ow o n s C LL. T O 0 C2 [date 07/19/99 scale AS NOTED (design by l VJK z 1- G tit 0 N tei V W z 0 O ea 0 l'J drawn by MC fchecked bN l viKJ drawing no. 99 -097 sheet 1 of 4 O E c SEE MIN. SEPARATIO FROM GLASS SCHEDULE ITABLE 2 GLASS • OR 000R SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR 07/31/02 15:34 EXISTING CONCRETE HOLLOW BLOCK OR 'W000 FRAMING ANGLE TO WALL DETAIL WOOD STUDS @ 24" O.C. MAX. .. O WALL MOUNT SECTION SCALE : 3" = 1' -0" SCALE : 3" = I, 5/8" MAX. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1• QCONT. 1 "x 4 "x in" OR 2"x4 "x .125 "AL. TUBE OR 2" x 6" P.T. W000 W/ 1/4"0 LAG SCREWS @ 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. i 0 PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 PSF. WALL MOUNT SECTION (BOTTOM) 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT CI @ 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) .�, i ii „, . .0; . ,_ . rl i _I //I rim 111 ' 1- a 111,1\\ , x14 S.M.S. @ 10" O.C. J - 2 - 1/4 "0 x 4 -1/2" S.S. -20 MACHINE BOLT MBEDME� LAG SCREW @ 24" O.C. MAX. L WINGNUT p @ 6 -1/4" O.C. OR �_ W/ 1 -3/4" PENETRATION 12 -1/2" O.C. USE STORM IN CENTER OF STUDS PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. m QUAL FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECT ION 'TYPE 3 • DGE MST./ 5/8" MAX. - EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING Z 1:) 2 J W 2 6. X 1/4 -20 MACHINE BOLT X L WINGNUT 0 @ 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECT ION 'TYPE 3 • — EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING B O CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) © WALL MOUNT SECTION E (DIRECT MOUNT) SCALE : 3" = 1-0" REMOVABLE FASTENER (0 6 -1/4" O.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 'TYPE1'. USE 1/4 - 20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER C3 . ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 0 4/4" MAX. 1/4'•0 ELCO MALE WITH WASHEREO WINGNUT 6 -1/4 0.C. MAX FOR SYSTEMS 1 OR 2 ANO @ 12 -1/2" 0.C. MAY. 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 W000 FRAMING TYP.) N . ■,. 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR 000R FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION •TYPE 1 • FROM GLASS SCHEDULE (TABLE 2) 5/6" MAX. EMBED /B" TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • 12 OPTIONAL LEG DIRECTION SCALE : 3" = 1' -0" 0 NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF. F SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT L WINGNUT @ 12" O.C. TYP. TOP & BOTTOM O2 OR 111/2" /4" FOR COMPO 2 ANO 3/4" F R OMPONENT ) ENT 1/4 -20 MACHINE BOLT L WINGNUT0 @ 6 -1/4" O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF BUILD -OUT MOUNT SECTION THREE 1/4"0 WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER @ 24 MAX.) 2 x WOOD JOIST, TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES @I0" 0.C. MAX. 1/4" MAX. 1/4" MAX. PRODUCT RENEWED as complying with tie Florida Balding Code Acceptance No OZ- o; 7.6 •0 7 Expiration Date By t MLmi 1 Division Control I • o f J • ,. < V a g g " • J Q 2,1 • N o CO • co M C a V N 6 • 0 0 m r 4" E. _1 l" � 5 0 1 W N Z Z >2 <o W J W O N H r 4 • �ln U CC MW cD U > Qco O z tp J (j) -Nu_' OW . 0 ° Z o 0 Z u S 9 ) t Da rC O C7 L CL VJ. KNEZEVICH PROFESSI• �.. NEER FL LJcerwe 10963 date 07/19/99, [Crown b MC scale 1 AS NOTEOJ {design by [checked 0) 1 VJK l VJK drawing no. 99 -097 sheet 2 of 4 H QmJ W STORM PANEL SCHEDULE SYSTEM 1 SYSTEM 2 SYSTEM 3 OVERLAP FASTENERS OR' OVERLAP FASTENERS OR NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. "h" OR REINFORCING. TUBE REQUIRED. REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE TOP & BOTTOM MOUNTS TOP & BOTTOM MOUNTS NEGATIVE "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK SHALL BE "F" TRACK OR SHALL 8E "F" TRACK OR DESIGN OR STUDDED ANGLES WITH STUDDED ANGLES WITH STUDDED ANGLES WITH LOAD (W) STUDS Cal 6 -1/4" O.C. OR STUDS @ 6 -1/4" O.C. OR STUDS .Cal 12 -1/2" O.C. OR (P.S.F.) DIRECT MOUNTS WITH DIRECT MOUNTS WITH DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" O.C. ANCHORS Cal 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 0 0 N O 0 E EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 07/31/02 15:35 ALT. BUILD -OUT G MOUNT SECTION EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING SCALE 3 = 1' - 0•' ALUM. OR GALV. STEEL SPACERS AS REQ'0 FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1 • A71 111Uv: ABM SEE MIN. "SEPARATION FROM ✓ GLASS SCHEDULE (TABLE 21 In 0 0 O I 4 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 WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 • 1/4 -20 MACHINE BOLT L NUT (18 12" 0.C. ITYP. TOP L BOTTOM) EQUAL 1/4" MAX. SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 1/4 -20 MACHINE BOLT L WINGNUT O9 Cdl 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION •TYPE 1 • FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • SEE MIN. SEPARATION FROM 1/4 -20 MACHINE GLASS SCHEDULE BOLT L WINGNUT 9O (TABLE 2) @ 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING T (SEE TABLE 11 TYR. O STUDS SPACING O TOP L BOTTOM ALUM. OR GALV. STEEL SPACERS AS REQ'0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • O "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" W Id z 4 WIRE LATH MAY 0. BE USED AS TYPICAL X REINFORCEMENT OVER LEG OF "F" TRACK X IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT L WINGNUT @ 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 1/4 -20 MACFNINE BOLT L WINGNUT W@ (A 6 -1/4 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 1: 0 z O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL ALT. CORNER DETAIL K SCALE : 3" = 1' -0" 0 2" x 2" x .125 MIN. CON1 3105 -H1 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1/2" = 1' -0" OPTIONAL HANDLE LOCATION 1/4 -20 5.5. BOLTS L WINGNUTS0 (01 MIDPOINT OF PANEL SPAN OP 0 51" 0.C. MAX. (TYPI 3/8 "0 HOLE FOR FASTENING PANEL. 8" x 3" x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE 0 1 -1/2 x 1 -1/2" AL. STUD ANGLE 3/4" 1/4 ". 1 -1/2 INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. . % 4 *% cl PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL ANO 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 - 0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. CM 3" O.C. OR 1/4"0 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE Ca 3" 0.C. NOTE : USE OF THIS DETAIL IS LIMITED TO =72 PSF AND A MAX. PANEL LENGTH OF 11' -0 ". UL STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1' -0" PRODUCT RENEWED as Complyiag with the Florida Raiding Code Acceptance No 0 2 - o 2 26 • 07 Eapiratio• Date . LTV 08 Miami I • raduct Control Division • 0 z Z W V 1— Q _O V d O • ea V1 N a z S V N W N Z O C O 4' 0 o. • a 3 0 0 2 0 3 I0Cale 1 AS NOTED (design by j V JK 0 x 0 date 07/19/99 ( dr a wn by ( MC checked Oyl V JKJ Craving no. 99 -097 sheet 3 of 4 SEE STORM PANEL SCHEDULE SEE STORm PANEL SCHEDULE SEE STORM PANEL SCHEDULE MAX. PANEL LENGTH MAX. PANEL LENGTH EDGE DIST. SEE ST0Rm PANEL SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS f EXISTING 1 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 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 _ I I• IIIII1111111111I1111111111111111 ►� 6 48 1 12.5 1 12.5 1 12.5 1 125 9 9 8 8 1 12.5 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 5 5 1 12.5 1 12.5 1 12.5 1 12.5 7 7 1 10 1 12.5 4 4. 8 8 72 1 12.5 1 10 9 9 1 12.5 4 4 5 5 1 12 3 4 4 1 12.5 1 12.5 1 12.5 1 12.5 5 5 9 9 1 12.5 3 3 7 7 92 1 12.5 6 6.25 7 7 1 12 3 3 4 4 9 9 3 3 1 12.5 7 7 1 11 1 12.5 3 3 7 7 1 12 5 / 4 5 230 8 8 3 3 8 8 3 3 8 8/ 3 3 1 10 2 2 4 4 1 10 4 4 1 10 / ,,,�,0y"�„,„�",.�„,� „= 4 48 1 12.5 1 12.5 1 11 1 12.5 6 6 7 7 1 12 3 5 5 1 12.5 1 12.5 1 12.5 1 12.5 6 6.25 8 8 1 12.5 6 62 1 12.5 1 10 8 8 1 12 3 3 5 5 9 9 / 4 4 1 12.5 1 10 1 10 1 12 3 3 6 6.25 9 9 5 Al 4 5 72 1 12.5 7 7 7 7 1 10 / / 4 4 8 8/ 3 3 1 12.5 7 7 8 8 1 10 3 3 5 5 8 8 A 4 92 1 12.5 4 4 6 6 8 8/ 3 3 6 6.25 4 A Al2.5 4 4 6 6.25 8 8 A A 4 4 6 6.25A 3 3 230 5 5 E EFAIMFAMErairAI/I�r = =Mr * . HOLLOW CONCRETE BLOCK ANCHOR SCHEDULE F ASTENER 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 PSF (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 48 11 11 11 11 11 7 11 8 5 • Wm:, Wm:, 6 2 11 11 8 11 7 5 11 5 4 1/4 "m WOOD LAG W/ 72 11 11 7 11 6 4 11 4 3 1 -3/4" MIN. THREAD PENETRATION S PERP. HEAR PARALLEL OR 92 11 8 6 11 4 3 11 3 TO WOOD GRAIN 230 11 �� v i 11 r r2 * � 62 6.25 • 6.25 6.25 4 6.25 3 5/16 "m O.D. BRASS 72 6.25 6.25 6.25 4 6 / 3 WOOD BUSHING W/ 1/4 - 20 SIDEWALK BOLT 92 6.25 4 6 t>� 3 4 A (3/4"o HEAD) 1" MIN. " / � 4 i ve/, 4 / EMBEDMENT 230 4 � EXISTING STRUCTURE 000M MIN. SEPARAT 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 GRADE _ LOAD (W) LENGTH SYSTEMS 1 & 2 SYSTEM 3 (IN.) (P.S.F.) (FT. - IN.) MIDSPAN MIDSPAN NO MIDSPAN BOLTS OR ALL CONDITIONS TUBE BOLTS TUBE REQUIRED 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 6 -_ 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 e - 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. - = - 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 Q CO J W N • 0 N N 0 0 0 E C 0. 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. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE D 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 "x6" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 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" I ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE-EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE 9. NOT ACCEPTABLE USES. N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED an complying with the Florida Bidding Code 2 - 0826.0 Acceptance No o Expire Date 20 o 8 L Z N . W V 1 Q _0 V d O • 111 o:C N H QW Ca 2 W V � W ~ N n W Z Y O V 2 o m • co m m v a E 0. • ti >- 0 J m Z 5 r � C- W NQ Za >2 <0 < O Q-.1 WUJ ILI O N t ~ /1 V 0 z 0 0 0 VJ. KNEZEV1CH PROFESSIONAL ' INEER FL license • 10963 on 0 0 • > a >J a � z 7 3 O W n 0 0 z S I 0 ' date 07/19/991 drawn by MC (scale AS NOTED (design by I(checNed byj l VJK tt VJKJ drawing no. 99 -097 ( sheet 4 of 4 1 07/31/2002 03: 35: 53pm • 0 N N 0 0 0 E C 0. 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. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE D 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 "x6" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 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" I ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE-EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE 9. NOT ACCEPTABLE USES. N / A DESIGNATES CONDITIONS WHICH ARE NQT ACCEPTABLE USES 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT RENEWED an complying with the Florida Bidding Code 2 - 0826.0 Acceptance No o Expire Date 20 o 8 L Z N . W V 1 Q _0 V d O • 111 o:C N H QW Ca 2 W V � W ~ N n W Z Y O V 2 o m • co m m v a E 0. • ti >- 0 J m Z 5 r � C- W NQ Za >2 <0 < O Q-.1 WUJ ILI O N t ~ /1 V 0 z 0 0 0 VJ. KNEZEV1CH PROFESSIONAL ' INEER FL license • 10963 on 0 0 • > a >J a � z 7 3 O W n 0 0 z S I 0 ' date 07/19/991 drawn by MC (scale AS NOTED (design by I(checNed byj l VJK tt VJKJ drawing no. 99 -097 ( sheet 4 of 4 1 07/31/2002 03: 35: 53pm