The URL can be used to link to this page

WS-07-1953i �► .\t,(tA l ug kw k � M i am i Shores Village 00c I wc- Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATION SEP.1_7 2 °°7 FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address –{ Q 1 City CON State Job Address (where the work is being done) Contrac Addr; . s City la, Qualifier Name State Certificate or Registration No. Value of Work For this Permit $ Si 4 ' IYJ Type of Work: Describe Work: Submittal Fee $ �J Notary $ Scanning $ t,.00 Bond $ Structural Review. $ Tel: (305) 795.2204 Fax: (305) 756.8972 BY: • ['Alteration RECEIVED Tenant/Lessee Name Phone # IA kW I DO 54'ed Zip City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 S 115 ' l S b Z) Is Building Historically Designated YES NO rl 6Rom65 Phone # Zip 7 150 Contractor's Company Name Phone # lc� 636 -. 6 0 wit Zip Phone # Master Permit No. Certificate of Competency No. Square / Linear Footage Of Work: Permit No. 1S Total Fee Now Due $ 28 See Reverse side - Architect/Engineer's Name (if applicable) Phone # 6to ❑ Repair/Replace ❑ Demolition Permit Fee $ � - 70' �' CCF $ 2.40 CO /CC Training/Education Fee $ ,'0 Technology Fee $ 6* 75 Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Fender's Name (if applicable) • Mortgage Lender's Address City State Zip - RR 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. "NVARNING 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. Signature Signature — - - - Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by day of , 20 _ , by who is personally known to me or who has produced 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 PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * ******** ******a:*****•x*** *** * * ******* ***** :+x** *** :****:x***x******* * ** : * ***: * * *** * :***** * * *•x***** * *** ***** APPLICATION APPROVED BY: (Revised 07/10/07) L G 6 Plans Examiner Engineer Zoning 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 A}FIDAVIT: 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 reinspectipn fee will be charged Signature The foregoing instrument was acknowledged before me this t 3 The foregoing instrument was acknowledged before day of Stpleathel (n by Ake' d of • . PA . L .,'1 • 20 Ca by L. who is personally knowli to me or who has produced as identification and who did take an oath. who is personally known to me or who has produced r bL NOTARY a.LIC: Sign: Print: My Commission E * * * * * * * * * * * * * * ** Chc 10/14/03 Owner or Agent As identification and who did take an oath. G APPLICATION APPROVED BY: Competency Holder) Sign: Print My Commission E 4 c , 's Notary Public • State of Florida _ • • • My Commission Expires Nov 27, 2010 e' ** *tbllslitston �h�y p F YY OI�VY , Ponof -1 r nrougn National Notary Assrt. State Certificate or Registration No. Certificate of Competency No. * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /7 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 1 31OIO I'itjg5V STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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 a street ! dG 12-64 () 7a Pi- a Lo+ IIIIII! 11111II11IIIIIIIll1IIIIllIO11IIIIIII FN 2007R09137!7 R Bk 25929 Ps 03151 (19s) RECORDED 09/17/2007 10:20:26 HARVEY RUVIH, CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE yes A i3 tOr $+ U iy'y i sher��. FL 33►5D 2. Description of rvprovement: PaM Interest in property: p V)r12('S Name and address of fee simple titleholder: 4. Contractor's name d ddress,: 1 1 is n.0 m /.07( sW /61- Piat 5. Surety: (Paymen bond required by owner from contractor, if any) Name and Address - 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 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners 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: 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 er ( Print Owner's Name N ee.1 £ i of ffJ I k' Cil QV cyr t O\ Prepared by le>er\ Swom to and subscribed before me this 13 day of S,t•()I'ef 1 d' 0 01 Notary Public: /Mot/ /G y� to Address: 2 Print Notary's Name: (J My commission expires: STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a true copy of the original filed in this office on � day of AD 20 CR WITNESS my hand and Official Seal. � A�'dE R C EFK, of Circuit County courts l D.C. 120olri3 UCZ )outd �r�f �C;varn4 Lets i uco i60 S+:l�ur�.sha�s, FG 3 3is6 ••• •••• • • • • • 1'1 enMgs ID • • 6 11 gf •• c Dc{r 962(\t, -• ° • • • ..... . • ••• •• •• • • • 3$x5 X5 a 3X53 6ZX6 11) 5 } 4 WITH SUBJECT TO COMPLIAN ALL FEDERAL ,',T E AND COUNTY RULES AND REGULATIONS IMOMIVRI !41 SEP 17 Cpl BY_ errra��eg� 2 • • • • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • AWNING 001111PANY. I N ■ MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Une for the 21 st Century 6865 N.W.36`" Avenue. Miami, Florida 33147 Phone: (305) 636 -0900 / (800) 327 -0905 / Fax: (305) 634-9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: 9/14/07 Municipality: Building Official: Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: 0.050" ALUMINUM STORM PANELS SHUTTER Product Approval: 07- 0322.03 This letter authorizes: To use the above mentioned product at the following job: DAVID AND NEELEIDY ECHAVARRIA 48 N.W. 100 STREET MIAMI, FL. 33150 Hurst Awning Company, Inc. Frank S. Cornelius or Magaly Garmendia President Executive 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 of Acceptance. • Hurst Awning Co., Inc. • 6865 NW 36 Avenue Miami, FL 33147 •• • • • • • • COUNTY BUILDING CODE COMPLIANCE OFFI . • • •• • • PRODUCT CONTROL DIVISION • • • • • • •• ••• NOTICE OF ACCEPTANCE (NOA) •• • • • • • • • ••• • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • ••• • • • • • • • • • • • • • • • • ••• •• • • • 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 www.miamidade.gov 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -342, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by J. W. Knezevich, P.E., 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 # 06 - 0424.01 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 0 8/234007 NOA No. 07- 0322.03 Expiration Date: 08/19/2008 Approval Date: 08/23/2007 Page 1 Hurst Awning Co., Inc. • • • • • • • • • • • • • • • • • • • . • .•. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •. • • . • ••• • ••• NOTICE OF;A tAP'TA 10E:' •.:gVIIIENCE SUBMITTED .• • . . ::: . • • .• •.• • • 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0621.06 A. DRAWINGS •• • • • • • • ••• ••• •• • • 1. Drawing No. 99- 109,'�itre'ci* `:0 " num Storm Panel", prepared by Knezevich & Associtfles, :I ?c., sig:eeg tend sewed by V. J. Knezevich, P.E., dated June 8, 1999, last revision #1 dated July 20, 1999, sheets 1 through 4 of 4. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC -99 -023, dated May 14, 1999, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated June 10, 1999, pages 1 through 33, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated May 4, 1999, for Aluminum Alloy 5052 -H32 by Amcrimet, with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 530E, dated May 13, 1999 for sample #99 -023, in accordance with ASTM E8, signed and sealed by Ramish Patel, • P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.02 A. DRAWINGS See NOA 99 0621.06 B. TESTS See NOA 99 0621.06 C. CALCULATIONS See NOA 99 0621.06 D. MATERIAL CERTIFICATIONS See NOA 99 0621.06 E. STATEMENTS See NOA 99- 0621.06 E -1 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0322.03 Expiration Date: 08/19/2008 Approval Date: 08/23/2007 Hurst Awning Co., Inc. F. OTHER B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. • . •.. • • • • •. .• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •.• • • • • • • NOTICE OF;A,C NCE• .: EVIDENCE SUBMITTED .. ••• • • • .•. • • . . . • •. . •. See NOA 99- 0621.06 • • • • • •• • • • • • ••• •• 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0624.05 A. DRAWINGS 1. None. E. STATEMENTS 1. Statement letter of no change, issued by Hurst Awning Co., Inc., signed by Frank Cornelius, dated 6/21/02. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0731.15 A. DRAWINGS 1. Drawing No. 02 -373, titled " 0.050" Aluminum Storm Panel", sheets 1 through 5 of 5, prepared by Knezevich & Associates, Inc., dated July 19, 2002, last revision #1 dated August 26, 2002, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 20 ga. Steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -98 -044, dated September 08, 1998, signed and sealed by Christopher G. Tyson, P.E. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated July 22, 2002, pages 1 through 16, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. None. E -2 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0322.03 Expiration Date: 08/19/2008 Approval Date: 08/23/2007 Hurst Awning Co., Inc. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0424.01 A. DRAWINGS •• • • • • •• •••• •• • • • • • • • • 1. Drawing No. 06 - .112 tiled ! ` M50" Aluminum Storm Panel", sheets 1 through 5 of 5, prepared byThari toll- Tdrrta &oup, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. • • • ••• • ••• NOTICE OF:AcCSPTANCE! . :FVIDENCE SUBMITTED • • • • • •• • • • %I' • • • •• ••• • • D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. • ••• • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • .• • • ••• • • • • •• D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. E -3 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0322.03 Expiration Date: 08/19/2008 Approval Date: 08/23/2007 0 0 •�Z.00Oi• • • • • • • • • • • • • • • • _ • • • • • • • • • • • • •• 1250.0 "•COVE.R4de • • • • • • • • • • •• • •r6 .120" DECORATIVE C -TRACK SCALE : HALF SIZE GENERAL NOTES= 15.375" $SOR?Vr PANES • • • • • SCALES 3 ,,6 r -g .. • • 0(" • • • • • 0•• • • • .980" .315" R 1 .800" • •• • • • •`^.• • : l 6ba" • . TYP. SCALE : HALF SIZE I XUUUL I MARKING LOCATION .440" 0 0 N N .120" ° y l .98,. 1 C / SLIDE TRACK (ZAMAC 3 ALLOY) O WING NUT SCALE : HALF SIZE 1. 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 2004 EDITION WITH 2005 SUPPLEMENT. 2. NO ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 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 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02. A DIRECTIONALITY FACTOR OF Kd = 0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF 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. 14. 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. 2.000" 6.250" COVERAGE ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. STORM PANEL SCALE : 3" = 1' =0" 10 2' x 2' x 0.05' TUBE SCALE : HALF SIZE TOP MOUNT z cc 0 1- in a x E `PRODUCT MARKING I LOCATION 2" W -AA r-i v d v14.4 Ul zu azo s X0-4 J cLoCC d w 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 AND1 /4" MAX. SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION N.T.S. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. 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: HURST AWNING CO., INC. - MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE 5052 -H32 WITH THE FOLLOWING BARE METAL THICKNESS AND MECHANICAL PROPERTIES: NOMINAL 0.050" (0.0485" MIN. BARE METAL THICKNESS), WITH A MIN. Fy= 29.2 KSI 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A 1/4" MAX. MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 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. 1 1.50 11 STUDDED STRAP SCALE ' HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) t TYP. SECTIONS 1 11111 STRAP ON BACK 1 0F PANEL LY - DETAIL BOTTOM MOUNT TYPICAL VERTICAL MOUNT W/ STRAP ELEVATION EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP.) WALL / DIRECT MOUNT ALUM. ANGLE CLOSURE PIECE SO 1 "x2 "x.125" MIN. TO 2" x 5" x .125" MAX. 2.250" O 'h' HEADER SCALE : 3" = 1' -0" (SLIDER) TOP MOUNT X 0 0 H tit Iss x A E J 11 _ 7r ----\_ /7 1/4" MAX. 1 -1/2" .375" t • Ze t5a'?- 2 2z� �� `" TRAP MOUNT • a ate o� / q og G �er�S Ctie'c� 1/2" MIN. OVERLAP TYPICAL CLOSURE DETAILS SCALE: 1 -1/2" = 1' -0" O 'U' HEADER SCALE : 3" = 1' -0" .625'7 1/4 -20 MACHINE SCREW @12.S" 0.C. (STUD DIRECTION MAY BE REVERSED) 0 0 .125" TYP. N .625" 1/4 -20 STUD x 3/4" LONG @ 12.S" O.C. 3125" .750" 1 TYP. PLACE STRAP ON INTERIOR SIDE &FASTEN THRU PANELS WITH WASHERED WINGNUTS @ 12 -1/2" O.C. '1 (TYP.) STRAP (SUPPORT AT PANEL MID -SPAN) 13 'F' TRACK SCALE : HALF SIZE - SCALE : 3" = 1' -0" WIDTH UNLIMITED I (PERP. TO PANEL SPAN) Y / TYP. SECTIONS DiVaiex BOTTOM MOUNT ` 1/4 -20 STUD x 3/4" LONG @ 12.5" O.C. 125" 1.5" I TY • PRODUCT RI V1SEik dmVitatisk B1iding Code A.seepgl;ace do 06-0 Exi?il tiea bateo LAN TYPICAL VERTICAL MOUNT W/0 STRAP ELEVATION N.T.S. UILD -OUT DISTANCE FOR 1" x 2" x .125 ", 140 P.S.F. MAX., USE 1/4 "0 FASTENER @12 "O.C. FOR 2" x 5" x .125", 56 P.S.F. MAX.,. USE 1/4 "0 FASTENER @ 10" O.C. (PLAN VIEW) 2.00" STUD ANGLE O ANGLE SCALE : 3" = 1' -0" SCALE 3" = 1-0" 1/4' -20 SIDEWALK 14 BOLT FOR SLIDE TRACK SCALE HALF SIZE 0 0 N '-0 .125 TYP. .190" .376" «-3/32" REF. 1111111111111111 11.000" DETAIL 1 SCALE : 3" = 1' -0" OVERLAP WALL BEYOND WINDOW DISTANCE 1.5 TIMES GREATER THAN BUILD -OUT DISTANCE (NO CLOSURE ANGLE REQ'D) 1.00" MIN. 5.00" MAX. in 0 (1/4" MAX. FOR 1" x 2" x .062 ", 140 P.S.F. MAX., USE 1/4 "0 FASTENER @ 12" O.C. FOR 2" x 5" x .125 ", 56 P.S.F. MAX., USE 1/4"0 FASTENER @ 10" O.C. ALUM. ANGLE CLOSURE PIECE 1" x 2" x .062" 2" x 5" x .125" BUILD -OUT MOUNT M J.W. Knczevichl Prete:10ml Engineer F' Lken'e No.: PE. 0041961 04 2006 04/04/2006 (d,,wn by MCR (ch cl d by I IWK d,,w � 06 - 342 (sheet 1 of 5 E CO M c0 0 0 0 0 N 0 a a 0 cr. 0 N •r M c0 i 0 0 ri EXISTING COINCRF.TE••• • • • ••• HOLLOW RAMIN G (SEE -t A WO H�a R • :,:340113410. N: F RAMIN ( E RR • SCHEDULE 152ASED OM • • TYPE OF STRUCfUFZE•)• • • • • • • • • • • •• • • • • •• •• • • • • • • • • GLASS OR CtQOF; : • • • SEE TABLC2 FORt1IN! • SEPARATION FROM GLASS 0 w EXISTING CONCRETE, . HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE. BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS GLASS 0 DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 5/8" PENETRATION OR EMBED. • 'MAX SCALE : 3" = 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. •• SPACING 1/2" FASTENER @ 12 -1/2" 0.C. MAX. BUT DO NOT EXCEED ANCHOR SCHED. (PG. 4) SPACING USE REMOVABLE ANCHORS W/ WAFERHEAD .(3/4 "0) OR TRUSS HEAD LOCATE FASTENER IN NARROW PORTION QF KEYHOLE SLOT.C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WALL MOUNT SECTION WALL MOUNT SECTION SCALE : 3" = 1• -0" Xw J m J (- W z <w 0_ -I E w o I- V N U wz W Q a s In 1/4" MAX. CONT. "h" HEADER C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/4" MAX. t -2 "x2" STUD ANGLE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PENETRATION OR EMBED. (TYP.) 2 "x2" EXISTING CONCRETE, — HOLLOW BLOCK OR W00 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) B CEILING /FLOOR MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. z 0 1/4 -20 x 3/4" MACHINE SCREW THREE - 1/4 "0x 3" WOOD LAG SCREW @ 24" O.C. MAX. W/ #14 TEK SCREW BETWEEN JOISTS 5 -1/2" x 3/16" 6063 -T6 ALUMINUM PLATE #14x1" TEK SCREWS BETWEEN TRUSSES 2" x 2" Cl CONT. SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION OR EMBED. GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O CEILING /FLOOR MOUNT SECTION SCALE : 3" = 1' -0" #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @ 12" 0.C. TYP. TOP & BOT. SCALE : 3" = 1' - SEE TABLE 2 FOR MIN. SEPARATION "I FROM GLASS EXISTING WOOD JOIST PENETRATION OR EMBED. PENETRATION OR EMBED. PENETRATION WALL BUILD -OUT MOUNT SECTION OR EMBED. 5/8" MAX. 0.625 C1 CONNECTION TYPE REFERENCE ANCHOR' SCHEDULE FOR MAX. SPACING 0 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 1/4" MAX. XW < E ta J Q Z Q w n J E o � o F v 1n N w z w VI In In ,4 STUD ANGLE WITH 1/4 -20 x 3/4" MACHINE SCREW C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING It& geziPlYiag arit6 t Or4crzegc r , 1 2 . c o x :•4 o2 -03 Z tiska ale o WALL MOUNT SILL SCALE : 3" = 1' -0" 03 CFI t 1/4" MAX. /4 -20 x 3/4" MACHINE SCREW EXISTING CONCRETE, 5/8" HOLLOW BLOCK OR MAX. WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) • UT 5.55;ca G • 3 • coripiyi via* Bt&r Sip C. ^.a d N90 b - BY 1a; 0, O ti P soie AS NOTED desi b 1WK 0 0 O t.. 'o o 0 ry O 0 J.W. Knezevich Professienal Engineer Luau." No.: PE 0041961 2016, o 661111111 ciiiiiii OMMMN I, d"` 04/04/2006 (drawn b . MCR check IWX drawing no. 06 =342 (sheet 2 of 5 MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE STORM PANEL SPAN SCHEDULE ACTUAL SHUTTER SPAN (FT - IN) NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS EXCEPT F -TRACK SEE DETAIL® (PSF) L MAX. (FT -IN) WITH STRAP 30.0 10 - 6 7- 0 35.0 10 - 6 1 -1/2 41.6 10 - 1 2 -1/4 45.0 9 - 10 50.0 9 -4 55.0 8 - 11 60.0 8 - 6 62.0 8 - 5 65.0 8 -2 70.0 7 - 11 72.0 7 - 9 75.0 7 - 8 80•.0 7 -5 90.0 7 - 0 100.0 6 - 3 110.0 5 - 8 120.0 5 - 3 130.0 4 - 10 140.0 4 - 6 150.0 4 - . 2 160.0 3 - 11 170.0 3 - 8 180.0 3 - 6 190.0 3 - 3 200.0 3 - 1 MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) WITH STRAP WITHOUT STRAP WITH STRAP WITHOUT STRAP 35.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 3 2 2 10 - 6 3 3 -3/4 3 3 40.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 3 2. 2 10 -1 3 3 -3/4 3 3 50.0 7- 0 2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/4 3 2 -1/4 2 -1/4 9- 4 2 -3/4 3 -3/4 2 -3/4 2 -3/4 60.0 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 -1/2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/2 3 2 -1/2 2-1/2 70.0 6- 0 2 2 -3/4 1 -1/2 1 - 1/2 7- 0 2 2 -3/4 1 -7/8 1 -7/8 7- 11 2 -3/8 3 -3/4 2 -3/8 2 -3/8 E 0 0 0 0 O O 0 0 c 0 3 0 N r) M CD 0 Ce 0 0 M 0 Y v a NtNt I HA 1 ION EXISTING CONCRETE, OR EMBED. HOLLOW BLOCK OR•WOOD FRAMING (SE�• ANNCHOR• SCHEDULE BAZED QN TYPE OF STRUCTURE)... • • • • • • • • •• • • • • •• SEE TABLE 2•?dRZIII . ••• SEPARATION P1301:1'CLILIS9 EXISTING COMRE1 - E? • HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS w �t- 1/4 -20 HEX HEAD BOLT PENETRATION OR EMBED. (TYP. 0 WALL MOUNT SCALE : 3 "= 1' 1/4 -20 HEX HEAD NUT (SPACER) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O G WAFER HEAD BOLT ASSEMBLY SCALE : 3 = 1 - 0" 1/4 -20 NUT IS NOT NECESSARY IF NOT USED AS INSIDE MOUNT - 0" T A B L E 3 MAX. STORM PANEL SPAN SCHEDULE FOR F-TRACK SILL W/ ANY HEADER DESIGN LOAD W (PSF) 7 0.0 80.0 9 0.0 L MAX. (FT D 7 - 11 7 - 5 7 - 0 /2" 5/8" MAX. • • 2 CONNECTION TYPE • REFERENCE ANCHOR • SCHEDULE FOR MAX. •• SPACING m XW Q Q Z I Z Q W E c o U 1- N w Z w vl ut 0 C3 CONNECTION TYPE /8- REFERENCE ANCHOR MAX. SCHEDULE FOR MAX. SPACING F -TRACK SECTION J w w z m dQ- Q in cc o X� Q O w o w U7 u TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR TRUSS HEAD BOLT #7 TAP DRILL W/ 1/4 -20 NC THREAD Piv,..1*,41:01‘?;,,P, -WO #7 TAP DRILL W/ 1/4 -20 NC THREAD TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 MACHINE SCREW STUD @ 12 -1/2" 0.C. '0 v m 0 C 0 0 f 0 0 N 0 0 Munn ....... 0 T A 8 L E 2 FINAL LOCATION OF STUD (TYP.), IO 3/4' STRAP ASSEMBLY (SILL ONLY - ISOMETRIC VIEW) SIDEWALK BOLT ASSEMBLY FOR 0-SIMILAR (NO STRAP) N.T.S. NOTES. 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1/4 -20 HEX HEAD NUT (SPACER) TYP. PUNCH 1/2" z 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT.. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TABLE 41 STORM PANEL SPAN SCHEDULE FOR DETAIL()) DESIGN LOAD (PSF) 60.0 75.0 L MAX. (FT -IN) 7 - 6 6 - 0 0 TYP.-v PM NUT (TYP.) 1 -1/2" NOTCH (TYP. BOTH SIDES) FLOOR OR WALL MOUNTED 2" x 2" x 1/8" CONT. STUDD ANGLE 0 OR WALL MOUNTED SLIDE C -TRACK © OR a (SEE DETAILS B, C, D, E, OR G FOR BOTTOM MOUNTING CONDITIONS) DETAIL J NOTE THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANE FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF DETAIL SHALL BE IN CONDUCTION WITH AN "h" HEADER OR "U "HEADER TOP MOUNT. O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) N.T.S. 5" LONG HANDLE RIVETED TO PANEL • 3" TYP. 1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NIT WASHER ON OUTSIDE FACE (TYP) PRODUCT PP VL:1:W. a eo? !(is Biz Fkaea; : = '31221: h.3tt4a -' / Fatzs.p2.t.Lr ?g o f) -0 24. -0I (Er46 -41 r € a a$ 7 l:`SYi ' '.I YFC4�� ti yJ J.W. Knezevich Prufes onaf EnWnee: A Lkert a No.: P£ 0041%1 [date 04/04/2006 [ l MCR (chttketl by drawing no. 06 - 342 (sheet 3 of E design by INK 04 2006' i �I JMI 04/04/06 11:29 Print Information: EXIST. STRUC. ANCHOR TYPE LOAD MIN 3/4' EDGE DISTANCE (W) P.S.F. MAX. SPANS UP TO S' -O" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 _ CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 DOOM l� .1111111111111111111111111111► 1/4 "0 WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 3 5.3 16 16 16 16 16 16 16 16 16 11 16 16 16 16 9 47.2 16 16 16 16 14 16 13 16 16 8 16 10. 16 16 6.25 62.2 16 16 16 16 11 16 9 16 16 6.25 16 7 13 16 5 72.0 16 16 , 16 16 9 16 7 13 16 5 16 7 13 16 5 122.0 16 7 14 16 5 16 7 13 16 5 16 7 13 16 5 yr mmmimsmmmn I`i� 101pp1911 0 1 ' 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ PENETRATION MIN. PENETR ATION L 1/4 -20 MACHINE SCREW WITH NUT 35.3 16 16 16 16 16 - 16 16 16 16 14 16 16 16 16 11 47.2 16 16 16 16 16 16 13 16 16 10 16 10 16 16 8 62.2 16 16 16 16 13 16 9 16 16 8 16 7 13 16 6.25 72.0 16 16 16 16 11 16 7 13 16 6.25 16 7 13 16 6.25 122 0 16 7 14 16 7 .16 7 13 16 6.25 16 7 13 16 6.25 1/4 "0 TRU -FAST TAP GRIP CF W/ PEN -1 / IN. 35.3 12.5 12.5 125 123 12S 8 12.5 125 8 125 5 12.5 12.5 6.25 4712 12.5 12S 125 123 10 12.5 4 12S 12S 6 11 3 10 11 5 62.2 125 8 12.5 125 7 10 3 7 10 4 8 4 8 3 72.0 123 � 125 12S 6:25 7 8 j 4 8 3 8 4 8 3 122.0 9 � , 5 9 4 8/ 4 8 3 8 /// 4 8 3 3 a 0 m ns 0 j N c 3 0 0 0 0 N v M Y . 0 na 0 0 E c • • ••• • ••• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• • • • • • • • •- • ••• • • • • ••• • • • • • • • • •• • • • • •• • P.S:F. 5-0" Aa!~HPRTP.p • • MAjC ( §Ej NOTE 1) • • ••• • • • 111SE€• CONVECTION TYPE • NOW (SDE NOTE 3) • •• • • • • • 100 •C 42 C3 C4 CS ANCHOR SCHEDULE •: • 6 9 • s0.STENER■YIAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • ; LOAD : 4 1 6 MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE ••• • (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2. C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 8' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 O U 472 1/4 "0 ITW TAPCON W 1 -1/4" MIN. EMBEDMENT 72.0 (MIK 3.100 P.S1 CONCRETE) t \ \11 \1�1��t� \1�t \H11 \HVHNN`> 1/4 "0 ELCO MALE/ FEMALE PANELMATE W/ 1 -3/4 MIN. EMBEDMENT 1 1/4 -20 MACHINE SCREW WITH NUT MK 3.3 KS1 CONCRETE) V I 1k 1/4 "0 POWERS -IN W/ 7/8" EMBEDMENT 1 1/4 -20 STAINLESS STEEL MACHINE SCREW OMN. 3.000 PS1 CONCRETE) 1/4 "0 POWERS 2AMAC NAIL -IN W/ 1 - 1/8" MIN. EMBEDMENT RAN. 3,000 P.S1 CONCRETE) cumpsss 35.3 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 [( 3/8 "0 POWERS TAPPER W/ 1 -1/4" MIN. EMBEDMENT 0484. 3,000 P31 CONCRETE) 122.0 72:0 122.0 35.3 47.2 62.2 72.0 35.3 47.2 1/4 "9 TRU -FAST 1 -'6 - 2 - . 2 TAP GRIP CF W/ 2 -1/4" MIN. 72.0 EMBEDMENT 0)404. 3.000 P.S.I. CONCRETE) 122.0 16 16 16 16 15 16 9 16 16, 8 16 6.25 16 16 7 16 16 16 16 16 16 16 16 11 14. 5 14 14 6.25 12 3 11 12 5 16 16 16 16 625 16 16 7 9 5 9 4 9 p 5 9 4 16 7 16 16 5 9 4 9 5 9 4 9 5 9 4 11 3 6 11 • 16 16 16 16 16 16 16 12 16 16 16 10 16 16 16 16 • 16 16 16 16 16 16 16 9 16 15 16 7 16 16 16 16 m 16 11 16 7 i3 © 7„ 13 6 16 12 16 16 9 16 16 10 13 7 13 6 13 4 7 13 6 16 9 16 16 4 7 14 6.25 13 125125 125 125 12.5.12.5 12.5 12.5 12.5 12.5 123 12.5 125 12.5 9 125 14 11 12.5 12.5 8 12.5 125 12.5 10 125 4 10 6.25 4 4 125 125 8 123 125 12.5 125 7 13 6 13 7 13 6 14 4 8 14 12.5 12.5 7 125 12.5 123 6 12.5 12.5 123 125 12.5 125 5 125 8 12.5 4 12.5 12.5 125 125 125 4 9 12.5 5 12.5 8 125 4 12.5 8 125 4 12.5 8 12.5 4 12:5 12.5 12.5 12.5 8 12.5 4 12.5 6 11 12.5 16 16 16 16 12 16 1 16 16 7 13 13 13 6 16 16 16 16 16 14 16 16 9 12 15 7 15 15 7 9 12 12 5 9 9 9 4 16 16 16 16 6.25 9 4 7 4 7 3_ 16 8 16 16 13 5 13 13 6.25 7 • 4 7 3 7 4 7 3 15 6 15 15 B 4 7. 3 7 16 16 16 16 16 16 16 16 9 16 9 ' 4 7 3 9 � S 9 16 16 7 16 16 16 16 16 13 14 5 16 16 16 16 16 16 16 16 12 16 16 16 7 14 16 10 13 10 9 16 10 16 16 9 13 16 8 16 16 8 11 12 3 6.25 12 4 11 9 13 5 11 6 11 4 11 6 11 4 11 6 11 4 16 11 16 16 © 6 11 4 16 9 16 16 16 5 16 16 16 16 16 16 16 16 10 16 6 11 4 13 3 7 13 16 16 8 16 16 16 16 16 16 14 12 16 16 16 16 13 16 Q 16 16 7 15 14 15 6 16 16 16 16 16 L r) r © 6 11 4 16 ® 16 16 16 8 16 16 8 12 3 6 12 5 12 3 6 11 4 16 8 16 16 12 3 6 12 5 12 3 6 11 4 12 3 6 11 4 13 3 7 13 7 12.5 12.5 123 12.5 8 15 11 8 7 16 16 15 10 11 10 5 16 16 16 14 14 10 9 14 5 125 12.5 12.5 12.5 12.5 16 8 8 16 10 16 5 3 15 13 13 13 16 7 5 4 16 15 13 12 125 11 7 5 8 4 3 12 16 7 16 5 4 3 3 5 12 16 16 11 7 7 4 3 3 7 12.5 12.5 12.5 10 10 16 13 7 4 4 16 16 16 16 12 10 10 7 6.25 10 16 16 16 16 14 16 10 6 13 6 12.5 12.5 12.5 12.5 12.5 16 13 10 8 8 16 10 16 8 6 5 15 13 12 5 16 14 10 8 16 15 13 12 6.25 125 12 9 7 7 9 6.25 5 4 4 11 8 16' 7 16 16 13 4 12 13 r 3 5 10 10 3 5 10 6.25 5 5 10 3 5 10 11 16 9 16 16 16 5 16: 16 14 4 7 13 14 4 7 13 8 6 5 5 12.5 125 12.5 12.5 14 4 7 13 123 8 12.5 12.5 123 5 10 12.5 12.5 5 10 125 12.5 5 '10 12.5 14 5 14 14 11 3 10 11 8ij/ 4 8 8 // 4 8 8 4 8 16 8 16 16 8 16 5 15 16 6.25 5 5 13 3 6.25 12 13 3 6.25 12 13 3 6.25 12 5 16 8 16 16 11 8 6.25 6.25 6.25 12 3 6 12 125 9' 7 7 7 7 4 4 9 7 5 5 5 9 16 5 14 16 12 3 6 12 1Z 3 6 12 6 5 ' 5 SEE PAGE 5 FOR. COMPLETE ANCHOR NOTES. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS RWMXTRENEWO OS iMtPlYin aa16 tb0 Melt* Wang Cm*: :� 03 BY ateas0Q PRO Cff E,VT :1 Earn &n Dais `� -- y MAt1 lei CDa4 ;- O� �oa V c O, O V E 4- 0 0 t- b 0 N 0 T 0 0 u J.W. Knezevich Professional En9:neer F.. Livasu •.o.: PE 004196: 0 Clinn AS NOTED fdc. 1 IWK 04/04/2006 Brawn by MCR )41IK 06 -342 sheet 4 of E 0.050' ALUMINUM STORM PANEL o4/o4/o6 11:29 EXIST. STRUC. E 0 0 m csi 0 0 • • • ••• • • • ••• •• •• • • • •• •.• • • • • • • • • • • • 1/4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT • . nmaunnmrz - 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT 1. 1/4 -20 MACHINE SCREW WITH NUT *EF 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT L1/4-20 STAINLESS STEEL MACHINE SCREW 1/4 "0 TRU -FAST TAP GRIP CF W/ 1 -1/4" MIN. EMBEDMENT 122.0 35 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72 122.0 35.3 47.2 62 72.0 122.0 35.3 47.2 62 72.0 122.0 35.3 47.2 62.2 72 122.0 35.3 47.2 62.2 72.0 16 15 13 7 1 2.5 1 2.5 1 16 14 11 9 10 8 11 625 11 9 10 11 6 11 3 S 10 10 10 16 11 7 � , 7 7 � 10 8 1 HHHHP J 1HWR4 RRiM % t 4 1 : f S / S V/ 4 r 5 Or V 4 I S r TNEWP `�iMI viiu•11� 1 /4 "0ITW TAPCON W/ 1 -1/4" MINIMUM EMBEDMENT 0 11Inuesuni- 3/8 "0 POWERS TAPPER W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 72.0 16 16 T3 9 10 9 4 3 122.0 5 10 9 10 9 C5 8 5 4 C1 10 6 5 C4 CS 10 5 C5 4 C 1 16 C2 16 C5 10 C1 12 3 5 3 5 % V 5 3 5 r r 5 3 • • • • : • • • • • ••• • • • • ••• • • • •• • • • •• • • • • • • • •• • • • /dHOR TYRE •• • • • •• • • FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD VW i P.S.G MAX (SEE NOTE :S 2 62.2 • SPANS UP TO • • • 5 -0" • :SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C2 C3 C4 16 16 ANCHOR SCHEDULE MIN. 2" EDGE DISTANCE SPANS UP TO 8 -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C2 C3 4 10 SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 8 3 8 8 MIN SPANS UP TO 5 -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C3 C4 16 16 • . 3" EDGE DISTANCE SPANS UP TO SPANS UP TO 8' - 8" 10 (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C2 C3 C4 C51C1 C2 C3 C4 C5 5 12 12 6 9 3 9 9 5 13 13 6.25 8 8 8 3 625 5 6.25 3 15 10 15 15 7 9 3 9 9 4 7 6.25 7 3 3 5 3 5 6 4 5/ 5 5 /4 4,10 4 10 10 5 6 / 3 6 5 5 3 5 �� 3 5 © ii ©© r ir. ©� ©i ar o f ©o ©© © ©© ©© , i 11111 1 1I�j IIIIIIIIiII I 14 1111:B4: 1 10 5 B 3 8 3 8 15 13 11 11 • 9 12 1 0 10 8 8 7 9 � 7 7 7 7 625 7 7 7 7II 2 12.5 7 / 3 7 7 7 1 2.5 12.5 12.5 12.5 10 10 11 12.5 10 10 2.5 7 7 �. 1111 8 9 8 B ana 11 625 625 / 7 8 / 8 8 8 625 6.25 6.25 4 8 8 8 11 11 10 11 9 3 9 8 8 7 625 6 25 62 6.25 5 625 / 5 d / S5 5 / 5 5 / A A 5 !/ 4 S ©E©©R©N i©A©V ©AEINE © © ©%©Ng©A iriltirsialistordifirrirril ANCHOR NOTES 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON STORM PANEL AND SELECT SPAN GREATER THAN OR EQUAL TO STORM PANEL SPAN. 3 REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE OR ED ON FRAMING. F EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. '4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. 6 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. WHERE . FIELD VER VERIFY STRUCTURE FASTENERS FRAMING, ADEQUATE W000 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" x 4" (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 A MINIMUM OF 1/2" ENGAGEMENT OF THREADS TO EMBEDDED CALK -IN AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), FOR DIRECT MOUNT USE ONLY SIDEWALK BOLTS OR TRUSS HEAD BOLTS. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. %%43ESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6 -1/4" OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. PfEODVC'T REVISED sompty *in tin Florhic /cCc17imeet'3`. 6 4 ✓V'•O Exy' (11.019 Bak o Cmtni . r.Kr: L 2E g es u tn:.,il2 V c a 0 O u w a E c 0 0 1- 0 0 O 0 .>. a 0 0 o X30 p ° i:i da AS NOTED (design by 1 PM( [ j . Knezevich Professional Engineer FL License No.: PE 0041961 4 200E 0 8 0 ( 04/04/200( [drawn by ` MC (checked by l IW &awin so. 0 6 -342 (sheet 5 of ' STORM PANELS 17 OPENINGS MPR a 1 MB Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 77822. No one home available for inspection. 3/14/08 CG 3/31/08 1) Approved plans call for aluminum shutters, installed are galvanized. Need revision showing correct shutters. 2) Window #5 has another galvanized shutter by a different manufacturer (Robico) can no mix and match shutters. 3) Window # 8 over washing machine does not meet the edge distance top and bottom, cut panel is not acceptable. CG � Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/31/2008 Inspector: Grande, Claudio Owner: ECHAVARRIA, DAVID & NEELE Job Address: 48 100 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: TONY'S ALUMINUM CORP Building Department Comments Monday, March 31, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756- 8972 r Block: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1131010180450 Lot: Phone: (305)805 -7854 Page 1 of 2 15A1 Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. W S 01' J gr3 Master Permit No. Permit Type (circle): Building nn Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) A4 a 46 ,$ As ECE (Ct4E1/4/(i/Phone # 30.5 VD/ — / 2 A) ifoo 7 Owner's Address C i t y / 5 t 0(c S State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name fc.9i ) Contractor's Address 6 Z 31 S (A� City RA ttr Qualifier Name State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 4/(900 Type of Work: ❑Ad Describe Work: Zip 3 / SCE. C AJOIkl State f Phone # Phone # ( Zip " /3" Phone # Square / Linear Footage Of Work: ['Alteration ['New ❑ Repair/Replace ❑ Demolition Submitt Nota Sca Bond $' Structural Review. $ 4; * * * * * * * * * * * * * ** * * * * * * * **** Fe * * * * * * ** ** * ** * * * * *, * * ** *,r*** ** * * * * *,r* ***** Permit Fee $ CCF $ CO /CC Training/Education Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Technology Fee $ Total Fee Now Due $ See Reverse side -- 71)MCIERWEi APR 0 1 2300 . BY:__ 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 AFF DAVIT: 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. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 , by who is personally known to me or who has produced 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 PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************** ** * * * * ** * * * * * * ** ** ** * * * * ** * * * ** **************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) L ;:ilw ., tea : !`:p • . MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Une for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -0900 I (800) 327 -0905 I Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Municipality: Building Official: Hurst is the Dade Coun Notice of Acce s tance Holder for the followin . : Product Description: 0.0312 "(MIN) GALVANIZED STEEL STORM PANELS SHUTTER Product Approval: 07 0322.04 This letter authorizes: To use the above mentioned product at the following job: Hurst Awning Company, Inc. Frank S. Comelius or Magaly Garmendia President Executive 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 of Acceptance. • • MIAMI -DADE BUILDING CODE COMPLIANCE OFFICE (BCC)Y: ___ 140 WEST FLAGLER STREET, SUITE 1603 Wv i SO -i- )q MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) tCAw-: mpany, Inc. 5 N . 3 venue 3147 PR 0 1 23Q MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING l6( n' issued under the applicable rules and regulations governing the use of construction materials. zln ntaf o submitted has been reviewed by Miami -Dade County Product Control Division and accepted Board of J les 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 On 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: 0.0312"(min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -343, titled " The 24 Steel Storm Panel Shutter ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by J. W. Knezevich, P.E., 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 charige,in the applicable building code negatively affecting the performance of this product. • • TERMI■ATIp1Y•dlthis NOA will occur after the expiration date or if there has been a revision or change in the =tern, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • prod .ct,for sal {$,cjCertising or any other purposes shall automatically terminate this NOA. Failure to comply with • • any sectiQn of thiiN DA 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. .Vation dal F may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be dope in its eiaety, INSIteTION':•A•Cdpy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall! available f8r inspection at the job site at the request of the Building Official. Thi�sSA renews N6A #06- 0410.01 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 4--"L- NOA No 07- 0322.04 Expiration Date: 08/30/2012 / 7 /2-.907 Approval Date: 06/07/2007 Page 1 Hurst Awning Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0627.01 A. DRAWINGS 1. Drawing No. 02 -267, titled " The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision #2 dated August 30, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure test, per SFBC PA 202 -94 2) Large Missile Impact Test, per SFBC PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC PA 203 -94 along with marked -up drawings and installation diagram of 0.0312" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Test Report No. 02 -005, dated April 11, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on 1) Uniform Static Air Pressure test, per SFBC PA 202 -94 2) Large Missile Impact Test, per SFBC PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC PA 203 -94 along with marked -up drawings and installation diagram of 0.050" Aluminum Storm Panels Shutter, prepared by Construction Testing Corporation, Test Report No. 99 -023, dated May 14, 1999, signed and sealed by Yamil G. Kuri, P.E. This test is used to qualify the Slide Track Assembly. C. CALCULATIONS 1. Comparative Analysis and Anchor Calculations, pages 01 through 47, prepared by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certificate from Charter Steel Trading Co., Inc. 2. Tensile Test Report. E. STATEMENTS •.. • • • . • • •. • 1.. • ..Statement letter of conformance by Knezevich and Associates Inc., dated June 24, • • • • • • • • • )002, signed and sealed by V.J. Knezevich, P.E. • •••• . . .. • • 2. • EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0410.01 • •A. • DR 4W1NGS • • . •;;;;D rawing No. 06 -343, titled "The 24 Steel Storm Panel Shutter", sheets 1 through . • 6 of 6, prepared by Thornton - Tomasetti Group, dated April 04, 2006, last revision • • • •••• • •• • • • .• •••• • • • • #0 dated April 04, 2006, signed and sealed by J W. Knezevich, P.E. E -1 Ate--/° my A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0322.04 Expiration Date: 08/30/2012 Approval Date: 06/07/2007 • • Hurst Awning Company, Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. .D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. • •• • • • • • • •• • •• • • • ▪ •••• • • • • •••• • • •. • • • • • • • • • •••• •• • ••• • • • • • •••• • • • • • • • • • •. • • • • • • E -2 y A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0322.04 Expiration Date: 08/30/2012 Approval Date: 06/07/2007 c.0 0 E O CO 0 0 0 0 v+ 0 I 1) M O 0 / • / • ••�}•• • • •% ▪ 0 •,-j • w • •r) I• 0 • Y • ..u� • N • •a>, •o • ••G>►• 0 v E 0 c .750" 2.00" 12.50" COVERAGE 14.875" 2.00" GALVANIZED STEEL O STORM PANEL • SCALE: 3" = 1' - 0" = .0312" MIN. PRODUCT MARKING LOCATION .750'. O 0 N :750" 2.00" GENERAL NOTES' 1. 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 2004 EDITION WITH 2005 SUPPLEMENT. .750" = .0312" MIN. /.50 1 , 6.25" COVERAGE j, 8.75" ONE HALF PANEL PER OPENING MAYBE USED AS REQUIRED TO COVER OPENING. GALVANIZED STEEL O HALF STORM PANEL SCALE: 3" = 1' - 0" 2: NO ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN KaF FRENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02. A DIRECTIONALITY FACTOR OF Kd = 0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF 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 At2CHITECI`, 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 • •• I?EN TII--t� SLLT� CONDITION DEVIATIONS OCCUR WITHIN THE IGH VELOCITY HURRICANE ••• •. NNE AF'' Q NLY OPTION "B" SHALL BE ACCEP B Y H THE BUILDING OFFICIAL. • � ONE F ARKIMG P PAN AND SHALL BE ABELED O T A WITH A MIN. • HURST AWNING CO. INC. • • • • • MIAMI , FLORIDA • • MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PA ELS SHALL BE GALVANI ST IN L CON FORMG TO A.S. T.M. A6 53, SQ, ••., D G ALLV'f4 4 NII 9 ZED A THICKNESSES, ND MECHNI AL PROPER E S�NG BARE ME TAL • 0.02 § /it`?Irl. BARE METAL THICKNESS (B.M.T.) WITH A MIN. Fy= 80.0 KSI •••• 0.03t2re Mt THICKNESS (AFTER GALVANIZINd) • iq EXT:RI•JSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N •••• • . 1Z..ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 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. .375" R 0 O 'U' HEADER SCALE: 3" = 1' - 0" 1.625" .800" . 1 _,315" R 1 .740" .625 "o (1/16 GALVANIZED STEEL) @ KEYHOLE WASHER (OPTIONAL) SCALE : HALF SIZE .060" 0" TYP. .120" SLIDE C -TRACK e (FINISH) e STUDDED STRAP (SLIDER) SCALE : HALF SIZE SCALE : HALF SIZE .05" 14 2' x 2' x 0.05' TUBE SCALE HALF SIZE 375" .375" .313 "0 O C -TRACK 7 SCALE : HALF SIZE .890" f O r 1 u -- .090" 700' 1/4 -20 STUD x 3/4" LONG 1 12.0" OR 2..5" O.C. :125" TYP. i- F -TRACK \ZiSCALE: 3" = 1' - 0" C. I , .375" r .215" 1 ( .1365" (ZAMAC 3 ALLOY) � WASHERED WINGNUT SCALE : HALF SIZE (7,\C-TRACK (FINISH) SCALE : HALF SIZE ( ,;;ANGLE SCALE: 3" *= 1' - 0" .665" .095" TYP. 2.000" 16 E -TRACK SCALE: 3" = 1' - 0" N No .050" .250" -380" 195 275" Firdislv O O N - o3Z2, _.y._�._..y G- 2.250" rrl .SCALE: 3` = 1' - 0" ri)SLIDE C -TRACK f1 SCALE : HALF SIZE 1/4 " -20 x 3/4" S.S. MACHINE SCREW STUD PUNCHED INTO ANGLE @12.0" OR 12.5" O.C. (STUD DIRECTION MAY :625" BE REVERSED) .125" TYP. # 1,2.00 " 7, STUD ANGLE SCALE: 3" = 1' - 0" 1 . l BUILD -OUT F -TRACK SCALE : HALF SIZE PP.OD &:C+E REV SEL as cam p yir°e5 svi$'h the Florida MVOs?, &4d Aece < � z ti e° 6 = 0 C' x 1Hratisre Dee 0 Miami Dad •;:si Sr.4 etwi Division 6.0 QO7 0 z ‚ I'I'I r uI uIuI m w 1- F- 07 J w z 0 CC 0 f- J w w F- N N w 1 � L 1 I = J.W. Knez1=2vich 1 Professional Engineer =L Lkense No.: P 0041961 0 N_ date 04/04/2006 style AS NOTED [ drawn byl l MCR checked by JWK drawing no. 06 -343 (sheet 1 of 6 (design by l IWK 04 200 n� 1 0 to O 0 0 0 0 0 v 0 Cr. cV O M 7 0 • / • " • c • ••••• • Q • ••®••• 0 •pj■•• • l•» • • cO • Y • ••1'�•• • y // • ••v•• • a) •s- •• 1•• U_ a v E 0 1- W LL a x E J TYPICAL SECTIONS WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) O PANEL ELEVATION SCALE: 1/4" = 1' - 0" PLAN VIEW OVERLAP WALL BEYOND WINDOW DISTANCE 1.5 TIMES GREATER THAN BUILD -OUT IST. (NO CLOS - E ANGLE REQ'D) 1/4 -20 S.S. BOLT & WINGNUT @ 24" O.C. (TYP. LQN3AGE GALV. • $T IEt BENT •• PL_ ATE OR 2" 2; •1 .125" ALUM. ANGLE (6013 -T6• A,1..LOY) ALUM. ANGLE UILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2 "x5 "x0.125 " MA • •• •• • • •••• • •••• • •• " • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. O BUILD -OUT MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" MAX. ,SANE R�G�D. DETAIL - MTV 1" OVERLAP • • • • • 1/4 -20 S.S. BOLT & WINGNUT @ 24" O.C. (TYP. 1" OVERLAP MAX. O CORNER CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" EXISTING BAY WINDOW 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063-T6 ALLOY) /375" TYP. TOP AND__BOTTOM .3125"0 MINIMUM SHUTTER OVERLAP SHALL, BE 1.5 TIMES BUILD OUT DISTANCE 1/4" MAX. ASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE F ANCHOR) EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) W Q J 0 Q0 I I--N I EE W CC CC WO N =J' E I u J ZH <cc W a it> EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYPICAL) EMBED. 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE: 3" = 1' - 0" TYPICAL SECTIONS FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) WIDTH .UNLIMITED X (PERPENDICULAR TO PANEL SPAN) NOTE: FOR DIRECT MOUNT APPLICATION ONLY. O ROUND PANEL ELEVATION SCALE: 1/4" = 1 - " MA O TRAP MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" -1/4" MAX. 1/4" MAX. MAX. 1,1,1/2" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. 0 I- CY w U.. W CC x to E J 1/4" MAX. TYPICAL SECTIONS 00 IIIMINENEM WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) O MITER PANEL ELEVATION SCALE: 1/4" = 1' - 0" PLAN VIEW Nor • EXISTING 7ONCRETE HOLLOW BLGCK OR WOOD FRAMING: 1/4" MAX A4-. O WALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" PRODUCT RENEWED at complying 'with the N od& Wang, Cole Atc eptanace r o7 - Z 2.01.., £ratios Date a : lc1y 2 - 0 / BY, 1 ' IOWA Dade Division PRODUCT IF.S & /MSS6 rs complying WA :F a )eat Deia1 g Code AcceptmFs' Pie 0 6- 0 i j 0 Expir aiimi X19 TYiP w, : ne. f +;vet C1d'aPt'1'F. I! ' 00 J.W. Knezevich 1 Professional Eng neer Ft. License No.: PE 0041961 date 0 scale AS NOTED design by . IWK O. '0 0 0 N 0 01 a 0 t3 5 OMNI �wu 04/04/20061 drawn by MCR (checked by I JWK drawing no. 06 -343 (sheet 2 of 6 0 rn v ri O I c0 i 1 0 • lr •• • CT ••trip • 0 .t' O •i.6 • •. • • 43 •• • • • / • • • • 05 • • 0 •• 6. • J n SEE TABLE 2 EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE • • • • SEE I' ABA 2 • •••• • • •••• • •••• • •••• • • 1-45/8" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) MAX. CO F 1/4" MAX. ;o in 0 X to E J 3/4" PLYWOOD (MAX. DESIGN LOAD t 73 PSF) O 'PASS THRU' DETAIL 67 )'PASS 3" = 1' - 0" O 'F' TRACK /DIRECT MOUNT SECTION N SCALE: 3" = 1' - 0" 1 CONNECTION TYPE REFERENCE ANCHOR • SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER @ 6" O.C. OR 6 -1/4" 0.C. OR @ 12" OR 12 -1/2" 0.C. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C5 CONNECTION TYPE WITH PIECE 0 LEG OUT C1 CONNECTION YPE WITH PIECE LEG IN REFERENCE A CHOR SCHEDULE FOR MAX. SPACING MAX. 1/8" TILE FINISH MATERIAL EXISTING 2" x 4" x 1/8" CONT. GLAZING ALUM. TUBE (6063 -T6) 1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW 6" 0.C. IN WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 12" 0.C. W/ 1- 1/2',' MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/2 "0 THRU BOLT W/ LOCKNUT @ 6" 0.C. 1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW @ 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (i 20" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 02" x 2" x 1/8" CONT. ALUM. ANGLE (6063 -T6 ALLOY) C5 CONNECTION WITH PIECE C1 CONNECTION YPE LEG OUT YPE WITH. PIECE LEG IN REFERENCE A CHOR SCHEDULE FOR MAX. SPACING DIST. bEhMaial O I I j I � EE TABLE 2 00 J w z a CC 0 1- V) w N X N E J EXISTING GLAZING O CEILING / FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" O BUILD -OUT MOUNT SECTION SCALE: 3 " =1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. w J m f- 1 w J 0 w u z CL V1 (OPTIONAL) 1/4" MAX. 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #14 x 3/4" TEK SCREW @ 16" 0.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 16" 0.C. (TYP. TOP & BOTTOM) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) EXIST �'ING SEE TABLE 2 .' O FINISH TRACK / PRE - STUCCO TRACK SCALE: 3" = 1' - 0" ' 1/2" r- 1/2" O BU LD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING J w z a E 0 V) w w X to E J w J CD H I w J 0 w Z u V) z 0 Vl 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #14 x 3/4" TEK SCREW @ 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 16" 0.C. 1/4" MAX. PROM= RENEWID Ad complying wi8a1 te Reseal I)ag Coda? ,oxept. Noo7-' coo EftSt o ;7'' o 011 r4v , ' i1✓ . $. , � ,t' 1%4- a'/ • *. C x 1 y vris?3fl , 4 SEE PRODUCT as aoiv<;riy: :*. 1' >a.. Yf B Cod Aewptt v: No oG - o i l o• o l Ezpi e i - i o ! : . Date O ; , l' 0 r ittik.of B_. LCaaE`i:¢ Dotie Oo.'iaci C•=e°sitrol s emm w 1-- 1- Z a cc 0 1— w w 1— v N w 1 — L_ 0. 0 E O c 0 c `0 1- sD 0 0 N >, 0 V J.W. Kriezevich Professional Engineer FL t kense Mo.: PE 0441961 04 2006 dace 04/04/2006 xaIe AS NOTED design by JWK (drawn by t MCR (checked by 1 IWF drawing no. 06 -343 sheet 3 of E 0 co 0 d 0 M CO 0 . 0 0 7 c 0 v rn 0 M M I 0 0 7 i 0 • j • • • •,.•. • 0 • •••••• • o ••a••• . 41 : •• • Y • ••X••• • • / N ••>E••• • 0 • g •• _•• LA- 0 MAX. DESIGN LOAD - t 47.9 P.SF. O CEILING MOUNT SECTION SCALE: 3" = 1' - 0" PUNCH 3/8" x 1" HOLES 1N ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE EXISTING GLAZING TYP. • •• • • • PM NII•,TYP.) • • •••• • • 1 -1/P x 1 NOTC4$Lt9 ITYP. BOT S S) • 5" LONG HANDLE RIVETED TO PANEL EXISTING WOOD ROOF JOIST OR FRAMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4"0 LAGS SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER (x124" O.C. MAX. -1/4" MAX. EXISTING GLAZING 1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) UT WASHER ON OUTSIDE FACE (TYP) FLOLU R WALT. MOIhINTED 2" x 2" 1/8" COOT STLu&ISE 0 O WALt•I•IOUNTED SLIDE C -TRACK Q9 OR (SEE DETAILS J, P, W OR Z FOR BOTTOM MOUNTING CONDITIONS) DETAIL V NOTE= THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS J, P, R OR S FOR TOP MOUNTING CONDITIONS. MAX. PANEL HEIGHT - 8' - 8' AND MAX. DESIGN LOAD - *72.00 P.SF. n OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. .T.S THREE - 1/4"0 WOOD LAG SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER @ 24" O.C. MAX. 4 " x 1/4" x CONT. 6063 -T6 ALUM. PLATE #14x 3/4" TEK SCREWS @ 12" O.C. BETWEEN TRUSSES — API / 2" 1/L A 0 _ a EXISTING GLAZING • / SEE TABLE 2 O CEILING/FLOOR MOUNT SECTION x E Q J VI C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) NOTE= USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN h ' HEADER OR ' U ' HEADER TOP MOUNT O SLIDE TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" w z 4 in CC F-' W V w0 w w N r v X N E Q a N EXISTING WOOD ROOF JOIST SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING PLYWOOD SOFFIT AND /OR STUCCO 1/4" MAX 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL #7 1/4 -20 NC THREAD 1/4 -20 x 3/4" MACHINE SCREW W/ TUDDED STR SEE DETAIL(). 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) 1/16" o w MIN. O 3/4' SLIDE TRACK ASSEMBLY (BLOW UP) ETAIL Y w w SCALE: HALF SIZE N = EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP & BOTTOM) FINAL LOCATION OF STUD O STUDED STRAP ASSEMBLY (ISOMETRIC SCALE: 3 " =1' -0" 5/8" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/4" MAX. -1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE : 3" = 1' -0" PRODUCT RENEWED es case IyAkp'T q ?II the fl dda Cog *^.ax10 A ptase�eNo07- 03 Mimi D Q 3LC1 O+'+rhrtrrfl 1/4 -20 HEX HEAD NUT By ftalr, a Fizic Diwisiaa 1/4 -20 x 3/4" MACHINE SCREW STUD @ 12" 0.C. OR 12.5" O.C. s a. PRODUCT �.`� a�:t:13 Coda :fL w4i:K 4�d cc w 1- 1- w cc Z 0 O 1- U) 1 w w 1— f st LEI i_. J.W. Knezevich Professional :rgincer FL License No • PE 0041961 04 2006 0 0 0 0 W V 0 c checked by IWK drawing 00. 06 -343 (sheet 4- of 6 E 0 rn 0 rn v Sri st M 0 0 • / • • • CD • •� 0 • • d •• 0 • ▪ 0 4 .•• • Y • • ▪ / • • y •d li d W 1 - W 0 u ANCHOR TYPE MINIBM8811BABO B11B> 1/4'0 ITW BUILDEX TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN 3,145 PS.I. CONCRETE) (E=OXXX 1/4" ELCO MAXISET TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,320 PS.L CONCRETE) *ME v * gpianZa 1/4 "4 ELCO MALE / FEMALE "PANELMATE" W/ 1-3/4 /4- 20 EMBEDMENT NE SCREW WITH NUT (MIN. 3,000 PS.L CONCRETE) 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 PS.I. CONCRETE) FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 13 11 16 16 16 10 8 16 LOAD (w) P.S.F. MAX. (SEE NOTE 1) 35.3 47.2 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 10 8 16 16 12 7 6 16 62.2 72.0 6.25 6.25 122.0 35.3 47.2 9 6.25 62.2 72.0 122.0 7 7 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 MIN. 2' EDGE DISTANCE SPANS UP TO 5' -0' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) • C1 C2 C3 C4 C5 16 16 16 16 16 16 16 16 14 16 16 16 16 16 16 16 16 15 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 9 16 16 16 16 9 16 16 16 16 10 16 16 16 16 9 16 16 16 16 13 1 6.25 16 16 15 13 8 16 16 15 12 7 16 15 11 10 16 16 16 16 11 9 16 16 12 10 6.25 16 16 12 1 0 6.25 16 13 9 8 5 16 16 16 14 16 16 16 16 16 16 16 15 16 16 16 16 16 16 16 16 16 16 SPANS UP TO 8' -7' (SEE NOTE 1) 16 16- 16 16 ANCHOR SCHEDULE 16 15 15 16 '16 16 14 14 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 9 8 16 16 13 8 8 16 16 15 9 9 16 16 14 9 9 16 16 16 11 7 6.25 6.25 16 1 9 7 15 1 1 8 7 1 1 8 6.25 5- 5 16 16 12 10 6.25 5 5 ` 12 9 6 6 12 9 7 6 6 10 5 4 4 16 12 9 8 16 15 15 16 16 16 14 14 16 16 16 16 16 16 16 16 16 15 SPANS UP TO 12' -0' (SEE NOTE 1) 16 16 16 16 15 15 15 16 16 14 14 14 16 16 16 16 16 16 16 16 16 16 16 16 16 16 8 8 8 16 11 8 8 8 16 12 9 9 9 16 12 9 9 9 16 15 11 1 6.25 1 1 8 7 11 8 7 7 8 514 5 4 6.251 5 5 15 11 1 10 5 5 6 6 6 9 6.25 6 6 6 7 4 12 15 15 15 16 16 14 14 14 16 16 16 16 16 16 16 15 15 15 SPANS UP TO 5' -0' (SEE NOTE 1) 16 16 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16. - 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 10 16 16 16 16 11 16 16 16 16 12 16 16 16 16 12 16 16 16 16 16 15 8 16 16 16 16 10 16 16 16 16 9 16 16 16 16 10 16 16 16 16 14 12 7 16 16 15 13 7 16 16 15 13 7 16 16 MIN. 3• EDGE DISTANCE 15 13 8 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 SPANS UP TO (SEE NOTE 1) 16 16 16 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 16 14 16 16 16 13 10 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1 0 10 16 16 16 10 10 16 16 16 12 1 1 16 16 16 11 11 16 16 16 13 1 0 8 14 1 1 9 9 16 14 10 9 9 16 14 11 9 9 16 16 15 13 8 7 6.25 15 1 1 8 7 7 15 11 7 16 12 9 7 7 16 15 1 1 10 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 1 16 16 16 16 16 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 12 10 16 16 13 16 10 16 10 16 10 6.25 16 16 16 14 16 10 16 10 16 10 9 16 . 16 16 15 16 11 16 11 16 16 16 11 16 16 16 11 16 11 16 11 16 16 16 16 16 13 9 16 13 8 8 8 1 0 9 13 10 9 9 9 14 10 9 9 16 14 12 12 6.25 11 8 7 7 7 11 8 7 7 7 1 1 8 16 16 11 16 10 16 10 16 16 16 16 16 16 16 16 16 16 16 16 16 16. 16 16 16 16 1/4"0 ELCO CRETE FLEX EMBEDMENT (MIN.3.350 CONCRETE) 122.0 16 12 10 8 16 16 11 10 8 16 16 11 10 8 16 16 14 13 10 16 16 13 12 10 16 16 13 12 10 16 16 • • • • • • re tol 9. FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LoNG LAG SCREW W/ MIN. 1-3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN FEMALE "PANELMA W/ 1-7/8 MIN. EMBEDMEN, & 1/4-20 MACHINE SCREW WITH NUT ANCHOR SCHEDULE LOAD (W) P.S.F. MAX. (SEE NOTE 1) 35.3 47.2 16 62.2 16 72.0 16 122.0 16 35.3 16 47.2 16 62 2 16 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 16 16 16 16 16 16 15 16 16 16 122.0 16 15 16 12 1 0 6.25 16 16 16 8 MIN. Ne EDGE DISTANCE 14 16 11 16 9 16 5 16 16 16 16 13 11 7 16 16 16 16 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 12 11 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 9 14 6 14 6 16 12 9 PRODUCT Rentrwrz Lute Zen_ WekLira 8 5 5 14 1 0 8 16 16 16 16 16 16 8 6.25 16 7 6.25 16 SPANS UP TO 12'-0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 16 9 8 16 16 14 16 16 16 16 16 16 16 16 16.29 6 14 14 16 16 14 14 6 6 6 11 8 ANCHOR NOTES: 1. SPANS AND DESIGN LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPAaNG ONLY. ALLOVVABLE STORM PANEL SPANS FOR SPEaFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN 04 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMEN- DATIONS. MINIMUM EMBEDMENT LENGTHS AND EDGE DISTANCES SHALL BE AS NOTED AND SHALL NOT INCLUDE STUCCO OR OTHER WALL FINISHES. MINIMUM EMBEDMENT DEPTH FOR LAG SCREWS SHALL ONLY INCLUDE THE THREADED PORTION. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTel 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" x 4" (MIN.) WOOD TUD. 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) AND WITH OPTIONAL KEYHOLE WASHER FOR DIRECT MOUNT CONDITIONS, U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 5 5 5 10 7 16 Ikr 16 16 16 16 7 6.25 16 7 625 16 7 6.25 16 PRODUCT REV:MS NsP CL-9416 0 0 AP date cy rum .N co I cc CO VI IL an o 0 Przfessional Engineer FL License No.: PE 0°41961 04 2 006j, scale AS NOTED design by i PNK 04/04/2006 drawn by MCR [checked by PNK 06-343 (sheet 5 of 6 o m 0 M t0 0 N I 0 • CE owes) • c • • ii..• • 0 • • 0 • . :.•• • • } y •.;:,'.•• .0 J 0 E 0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE lilmomm 111111111111111111C 1/4 "0 ITW BUILDEX W/ 1 -1/4" MIN. EMBEDMENT MIN. EMBEDMENT ()=. 1/4" ELCO MAXISET TAPCON EM BEDM E NT *ffIGNEES- *EllImmecos> 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT 1 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT LOAD (W) P.S.F. MAX. (SEE NOTE 1) 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 MIN. 2" EDGE DISTANCE SPANS UP TO 5-0' (SEE NOTE 1) SPANS UP TO SPANS UP TO 8' -7" 12' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE • (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 16 13 10 9 5 16 16 13 11 5.25 16 16 16 16 10 16 16 13 11 5.2E 16 16 16 16 11 16 13 10 9 3 16 16 13 11 4 16 16 11 8 6.25 5 3 16 12 9 8 4 16 12 16 9 16 7 6 4 16 12 16 9 13 7 11 6 4 3 16 16 16 16 16 12 16 11 6.2'..25 8 6.25 5 4 12 9 7 6 3 13 9 7 J.25 3 5 4 16 13 9 8 16 10 10 6.2 5 13 8 8 5 3 10 6 4 3 9 5 3 3 5 5 ".,///:; 3 16 13 13 9 7 16 10 10 7 5 11 5.25 3 4 3 13 7 6 5 4 6.2°5.25 3 4 3 16 16 16 9 7 16 15 15 7 5 16 11 9 5 4 16 10 5 4 3 16 13 13 7 5 10 9 5 4 3 16 10 10 5 4 13 7 '6 4 3 11 5.2` 3 3 V .2E .2F. 3 3 J 16 16 16 12 10 10 7 7 4 3 7 8 5 4 3 5 6 5 7 3 5 5 5 3 / 5 5 5 / 3 5 13 9 9 ..2 9 10 7 5 5 7 7 5.25 3 4 •.25 6.295.25 3 4 0.2E 6.2.25 3 4 0.2E 16 14 14 ..2" 14 15 11 7 5 11 11 9 5 4 9 I l 2E r•.2 10 9 5 13 9 9 9 9 5 10 7 5 7 5.25 3 .25.2E 3 •.2 16 16 16 16 16 16 9 7 16 12 8 12 16 11 6.2!6.2 " " ii 11 11 11 6.256.2" 4 16 15 11 11 6.2 "•.2" 4 11 MIN. 3" EDGE DISTANCE SPANS UP TO 5' -0' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 11 10 16 16 16 14 8 16 16 16 16 10 16 16 16 14 16 16 16 16 12 16 15 11 10 3 16 16 16 14 .5 16 16 16 16 5.25 16 16 16 14 5 16 16 16 16 7 14 10 8 7 4 16 15 11 10 6 16 14 10 9 16 14 11 9 10 7 6 5 3 15 11 7 14 11 8 7 4 14 11 8 7 16 15 11 10 16 16 16 14 8 16 16 16 16 10 16 16 16 14 12 9 5.25 5 5 16 12 9 8 8 16 16 12 10 10 16 12 9 8 12 8 9 6 5 4 3 4 3 4 16 12 12 8 7 •.25 4 5 4 5 16 10 16 8 9 6 6 5 5 16 12 7 •.2E 4 c 4 5 16 16 13 10 6 16 13 11 6.25 8 8 16 SPANS UP TO 8' -7' (SEE NOTE 1) 16 16 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 12 16 16 13 11 11 5 11 8 4 L 8 8 16 16 9 10 7 16 12 8 7 11 •.256.25 .2" 6.2"•.25 6 3 3 8 6.2' 5 4 4 8 6.2' 4 4 6 2 9 3 4 12 9 16.25 4 4 5 5 5 16 12 9 16 16 12 10 10 16 SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE ( SEE NOTE 3) C1 C2 C3 C4 C5 8 8 5 3 4 5 3 12 12 8 9 6.256.25 8 8J8 8 15 11 10 10 10 16 16 4 5 4 5_ 4 5 15 7 8 5 4 3 2c 4 4 4 4 6 8 6.25 5 5 5 12 8 8 8 15 11 5 5 5 5 10 12 5 5 12 8 9 .25 6 4 5 16 9 11 •.256.2E 5 11 11 .256.25 4 4 6 4 .2 12 4 9 8 r 4 5 4 8 8 4 5 4 4 4 7 5 5 10 10 10 12 9 8 8 8 16 5 5 12 11 • •• • • • • •• •••• • • .••s• • • • • 0000 •••• • •••• • •••• 0 •••• • • •••• • •• • • • • • • • • • • •. •. • • 0000 • • 0000 • • •• •• • • • SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. 1 TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD T DETERMINE MAX. PANEL LENGTH. POSITIVE LOAD LESS THAN OR EQUAL TO THE NEGATIVE LOAD A ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATE VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATIO MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FRO GLASS. PR9SUCT RENEWS) ffi cb>Ng."ying ••iilb 4e F Wang Cod* o7- o 32 Z : LEY PRODUCT REVESSIt Evelegag, Coen T A B L E 1 0 S RE D N M MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE nFSIGN LOAD (P.S.F.) 30.0 33.0 35.0 • 40.0 40.7 45.0 50.0 55.0 59.3 60.0 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 105.0 110.0 120.0 122.0 SPAN 12 - 0 11 - 10 11 - 7 11 - 3 11 - 2 10 - 11 10 - 5 9 - 11 9 8 - 10 7 - 11 • wO Lit c".4' :W. Knezevich Professions' ingineer FL License No.: PE CV41961 co date MINH scak drawing no. o. 04/04/2006 drawn by MCR checked by IWK 06-343 (sheet 6 of 6 HOLLOW CONCRETE BLOCK MCantu 04/04/2006 EXIST. STRUC. MINIMUM STORM PANEL SEPARATION FROM GLASS • Q m J W N POSITIVE DESIGN LOAD (W) (P.S.F.) COLUMN 1 COLUMN 2 ACTUAL SPAN (L) (FT - IN) MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 6' -0" 2 -3/4 1 -1/4 30.0 8' -8" 2 -3/4 1 -5/8 12' -0" 3 -3/8 3 40.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -3/4 11' -3" 3 -3/8 3 50.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 10' -4" 3 -3/8 2 -7/8 60.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/8 9' -6" 3 -3/8 2 -1/2 70.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/4' 8' -10" 3 -3/8 2 -3/8 80.0 5' -0" 2 -3/4 1 -1/4 6' -0" 2 -3/4 1 -1/2 7' -8" 2 -3/4 2 o m 0 M t0 0 N I 0 • CE owes) • c • • ii..• • 0 • • 0 • . :.•• • • } y •.;:,'.•• .0 J 0 E 0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE lilmomm 111111111111111111C 1/4 "0 ITW BUILDEX W/ 1 -1/4" MIN. EMBEDMENT MIN. EMBEDMENT ()=. 1/4" ELCO MAXISET TAPCON EM BEDM E NT *ffIGNEES- *EllImmecos> 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT 1 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT LOAD (W) P.S.F. MAX. (SEE NOTE 1) 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 62.2 72.0 122.0 MIN. 2" EDGE DISTANCE SPANS UP TO 5-0' (SEE NOTE 1) SPANS UP TO SPANS UP TO 8' -7" 12' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE • (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 16 13 10 9 5 16 16 13 11 5.25 16 16 16 16 10 16 16 13 11 5.2E 16 16 16 16 11 16 13 10 9 3 16 16 13 11 4 16 16 11 8 6.25 5 3 16 12 9 8 4 16 12 16 9 16 7 6 4 16 12 16 9 13 7 11 6 4 3 16 16 16 16 16 12 16 11 6.2'..25 8 6.25 5 4 12 9 7 6 3 13 9 7 J.25 3 5 4 16 13 9 8 16 10 10 6.2 5 13 8 8 5 3 10 6 4 3 9 5 3 3 5 5 ".,///:; 3 16 13 13 9 7 16 10 10 7 5 11 5.25 3 4 3 13 7 6 5 4 6.2°5.25 3 4 3 16 16 16 9 7 16 15 15 7 5 16 11 9 5 4 16 10 5 4 3 16 13 13 7 5 10 9 5 4 3 16 10 10 5 4 13 7 '6 4 3 11 5.2` 3 3 V .2E .2F. 3 3 J 16 16 16 12 10 10 7 7 4 3 7 8 5 4 3 5 6 5 7 3 5 5 5 3 / 5 5 5 / 3 5 13 9 9 ..2 9 10 7 5 5 7 7 5.25 3 4 •.25 6.295.25 3 4 0.2E 6.2.25 3 4 0.2E 16 14 14 ..2" 14 15 11 7 5 11 11 9 5 4 9 I l 2E r•.2 10 9 5 13 9 9 9 9 5 10 7 5 7 5.25 3 .25.2E 3 •.2 16 16 16 16 16 16 9 7 16 12 8 12 16 11 6.2!6.2 " " ii 11 11 11 6.256.2" 4 16 15 11 11 6.2 "•.2" 4 11 MIN. 3" EDGE DISTANCE SPANS UP TO 5' -0' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 11 10 16 16 16 14 8 16 16 16 16 10 16 16 16 14 16 16 16 16 12 16 15 11 10 3 16 16 16 14 .5 16 16 16 16 5.25 16 16 16 14 5 16 16 16 16 7 14 10 8 7 4 16 15 11 10 6 16 14 10 9 16 14 11 9 10 7 6 5 3 15 11 7 14 11 8 7 4 14 11 8 7 16 15 11 10 16 16 16 14 8 16 16 16 16 10 16 16 16 14 12 9 5.25 5 5 16 12 9 8 8 16 16 12 10 10 16 12 9 8 12 8 9 6 5 4 3 4 3 4 16 12 12 8 7 •.25 4 5 4 5 16 10 16 8 9 6 6 5 5 16 12 7 •.2E 4 c 4 5 16 16 13 10 6 16 13 11 6.25 8 8 16 SPANS UP TO 8' -7' (SEE NOTE 1) 16 16 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 16 12 16 16 13 11 11 5 11 8 4 L 8 8 16 16 9 10 7 16 12 8 7 11 •.256.25 .2" 6.2"•.25 6 3 3 8 6.2' 5 4 4 8 6.2' 4 4 6 2 9 3 4 12 9 16.25 4 4 5 5 5 16 12 9 16 16 12 10 10 16 SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE ( SEE NOTE 3) C1 C2 C3 C4 C5 8 8 5 3 4 5 3 12 12 8 9 6.256.25 8 8J8 8 15 11 10 10 10 16 16 4 5 4 5_ 4 5 15 7 8 5 4 3 2c 4 4 4 4 6 8 6.25 5 5 5 12 8 8 8 15 11 5 5 5 5 10 12 5 5 12 8 9 .25 6 4 5 16 9 11 •.256.2E 5 11 11 .256.25 4 4 6 4 .2 12 4 9 8 r 4 5 4 8 8 4 5 4 4 4 7 5 5 10 10 10 12 9 8 8 8 16 5 5 12 11 • •• • • • • •• •••• • • .••s• • • • • 0000 •••• • •••• • •••• 0 •••• • • •••• • •• • • • • • • • • • • •. •. • • 0000 • • 0000 • • •• •• • • • SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. 1 TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD T DETERMINE MAX. PANEL LENGTH. POSITIVE LOAD LESS THAN OR EQUAL TO THE NEGATIVE LOAD A ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATE VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATIO MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FRO GLASS. PR9SUCT RENEWS) ffi cb>Ng."ying ••iilb 4e F Wang Cod* o7- o 32 Z : LEY PRODUCT REVESSIt Evelegag, Coen T A B L E 1 0 S RE D N M MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE nFSIGN LOAD (P.S.F.) 30.0 33.0 35.0 • 40.0 40.7 45.0 50.0 55.0 59.3 60.0 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 105.0 110.0 120.0 122.0 SPAN 12 - 0 11 - 10 11 - 7 11 - 3 11 - 2 10 - 11 10 - 5 9 - 11 9 8 - 10 7 - 11 • wO Lit c".4' :W. Knezevich Professions' ingineer FL License No.: PE CV41961 co date MINH scak drawing no. o. 04/04/2006 drawn by MCR checked by IWK 06-343 (sheet 6 of 6 HOLLOW CONCRETE BLOCK MCantu 04/04/2006 EXIST. STRUC. Bill To DAVID & NEELE ECHAVARRIA 48 100 Street NW MIAMI SHORES, FL 33150 -1204 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 04/01/2008 04/01/2008 Tuesday, April 1, 2008 Fee Name Scanning Fee Revision Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 305 795 -2204 Fax: 305 756 -8972 Invoice Number: WS -4-08 -31435 Invoice Date: April 01, 2008 Permit Number: WS -9-07 -1953 ................ i..i. hJ Fee Type Calculated Calculated Total Fees Due: Fee Amount $3.00 $35.00 $38.00 Payments Date Pay Type Check Number Amount Paid Change 04/01/2008 Check 2439 $38.00 $0.00 RR 01 PAID Total Paid: $38.00 Total Due: $0.00 Bill To DAVID & NEELE ECHAVARRIA 48 100 Street NW MIAMI SHORES, FL 33150 -1204 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 •••, : . • 3 :. 3s< : Date 04/01/2008 04/01/2008 Tuesday, April 1, 2008 Fee Name Scanning Fee Revision Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS-4 -08 -31435 Invoice Date: April 01, 2008 Permit Number: WS -9 -07 -1953 Fee Type Calculated Calculated Total Fees Due: Fee Amount $3.00 $35.00 $38.00 Payments Date Pay Type Check Number Amount Paid Change 04/01/2008 Check 2439 $38.00 $0.00 Total Paid: $38.00 ArK Total Due: $0.00 I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) TONY'S ALUMINUM CORP Phone (305)805 -7854 CeII Phone Type of Work: STORM PANELS No of Openings: 17 Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 80.80 $270.00 $6.00 $6.75 $285.95 Building Department Copy Tuesday, September 18, 2007 Total $ 0.00 $ 0.00 Payment Type : Authorized Signature : Owner / Applicant / Contractor / Agent Amt Paid Amt Due $ 0.00 O,Yo 221.8E 2 1 S AP Applicant Valuation: Total Sq Feet: Available Inspections: September 18, 2007 Date Qvyner InlQtmatI9n Address Phone Cell Expiration: 03/1 6/2008 Protect Address Parcel Number 48 NW 100 Street 1131010180450 Miami Shores, FL 33150- Block: Lot: DAVID & NEELE ECHAVARRIA DAVID & NEELE ECHAVARRIA 48 NW 100 Street MIAMI SHORES FL 33150 -1204 $ 4,000.00 0 Inspection Type : Shutter Attachment Shutter Final 1 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, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL 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 zoning . Futhermore , I authorize the above -named contractor to do the work stated . 1