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WS-08-1578Project Address 655 NE 97 Street Miami Shores, FL 33138 -2470 Owner Information Valuation: Total Sq Feet: $ 3,000.00 0 wmramemeismOromanarommidIMMORM MOW' DENNIS KLEINMAN Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number 655 NE 97 ST MIAMI SHORES FL 33138 -2470 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $140.00 Woo $3.50 $151.90 1132060171890 Block: Lot: Contractor(s) Phone Cell Phone STORMWISE SOUTH FLORIDA INC (305)597 -7797 (786)306 -6466 Type of Work: SHUTTERS No of Openings: 4 Additional Info: ACCORDION/ PANNELS Classification: Residential 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Monday, September 8, 2008 Per> Type: W"i ido> !Sh utti rs Work Clas ca tion: Sh utters Pit Status: ,APRROVED Expiration: 03/07/2009 Phone 305/759 -7750 Total I Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: 01457:fe3 0 9 PAI Applicant DENNIS KLEINMAN Available Inspections: Inspection Type: Shutter Final Shutter Attachment 1 September 08, 2008 Date CeII 1 ............ Project: <NONE> Scheduled Inspection Date: February 09, 2009 Inspector: Bruhn, Norman Owner: KLEINMAN, DENNIS Job Address: 655 NE 97 Street Miami Shores, FL 33138 -2470 Contractor: STORMWISE SOUTH FLORIDA INC Building Department Comments Passed odfc9 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 06, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL Permit Type: Windows/Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number 305/759 -7750 Parcel Number 1132060171890 Phone: (305)597 -7797 Inspector Comments CREATED AS REINSPECTION FOR INSP- 102225. CREATED AS REINSPECTION FOR INSP- 93449. CC Work does not match plans 1/4" tapcons are required at track Revision is pending NB Minimum edge distance at front window is required. NB Page 7 of 30 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Value ofW Type of Deseri Contractor's Company Name Contractor's Address 1 ".JO 15 Cit 1b Qualifier Name 00N State Certificate or Registration No Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) Cr) of 3 V. \Pe flciaQ l Phone # - Qvl 2 O 705 Owner's Address C C QE 34 City4Oli4 3' ' I Mb State Ft Zip ,,3, 13S Tenant/Lessee Name Phone # Job Address (where the work is being done) (0 55 NI e on ' City Miami Shores Village County Miami -Dade Zip � 1 3 a FOLIO / PARCEL # Is Building Historically Designated YES NO m' i l5 ` A Phone # ° 5q7 li -1 1 W' 5 t Q raj State r L Zip ;3�a��A_J 1 010(2_ Phone # . � lS 115 2 — Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ermit $ ddition iyiAlteration Permit Fee Rooting Permit No.W -0 157e Master Permit No. Square / Linear Footage Of Work: ['New ❑ Repair/Replace BY: ❑ Demolition ViStU _opomyncu cvni no o **** * * ****xsx k****r,r,r* * ***,ttr*rsrr *F ***ir+r,r+r9rr ***, r* srrr*****,rr* * *terx** ** ***** ** CCF $ COter - Technology Fee $ DPBR $ Zoning $ Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee $ IF gsp Ki;V 2 3 2308 Total Fee Now Due $ See Reverse side -* 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. 1 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: 1 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 NlP Owner or Agent Cogractor The foregoing instrument was acknowledged before me this I f 8 The foregoing instrument was acknowledged before me this 63 day of `J 20 a, by lerino \Yl (Yl n day of IQ k I 20 05, by 1\ti k () "DI c 2 who is'. orally known me or who has produced who is As identification and who did take an oath. IC: GSTATEOFFIARI NOTARY P (Revised 07/10/07) Gascon � ' 1a , ,'!S� ., ;,, • � � ,595 Di" :44 APPLICATION qtr te APPLICATION APPROVED BY: •2q y ‘ 4 1 7,‘ identification and who did take an oath. IC: ATE OF FLORIDA NOTARY PUB N •, C me or who has produced Sign: '.I Print s BONLi 1..::J ATLANTIC BON) My Commission Expires: Sign: My Commission Expires: 1 ** *x * * *,r *,r * * ***t***r*, rat *sarr**a*ir**t * *,t **rx*r**aa a a a rst*** ***} *+ *, irfx, rr***, r***Irkt**a**t* so- #a *,r tu( « Plans Examiner Engineer Zoning RECEIPT PERMIT #:(4) Oi 1 DATE: I, ©j c It, ran Contractor ❑ Owner ❑ Architect From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 P `' ) reloh ceiffedlenr, m.ld. m ►.mores V lllage Building Department STRUCTURAL T , CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Name Date A ,a ;, PRODUCT # W H CLEAR PANEL 1 150 65 ACCORDION 2 65 39 ACCORDION - 3 96 80 ACCORDION 4 48 60 KLEINMAN, DENNIS 655 NE 97 ST MIAMI SHORES, FL 33133 Miami Shores ge SUBJECT PLIANCE WITH ALL FEDERAL STATE AND COi KW RULES AND REGULATIONS 0 re [:i. 2 J iL2g8 i j , ,,, , c, , .. BY: Storm Wise Solutions, INC Permitting Department INES GASCON Tansparent Protection Systems, Inc 6643 42 Terrace North West Palm Beach, FL 33407 Shutter Product Approval Authorization Form Date: 11/17/2008 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Clear Polycarbonate Storm Panel Shutter 04- 0413.03 This letter- authorizes STORMWISE SOUTH FLORIDA Corporation to use the above mentioned product at the following job: Name: KLEINMAN, DENNIS Address: 655 NE 97 ST City, State, Zip: MIAMI SHORES, FL 33133 1. This form must accompany the application for the building permits 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 MIAMIDADE BUILDING CODE COMELIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Transparent Protection Systems, Inc. 6643 42 Terrace North West Pahn Beach, FL 33407 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 A}]J 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: Clear Polycarbonate Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 04 -342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision 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 maybe 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 revises & renews NOA # 00- 0524.14 and consists of this page 1, evidence submitted page(s) -as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E. oq 0 2 20 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 04- 0413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 :Page Transparent Protection Systems, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 00- 0524.14 A. DRAWINGS 1. Drawing No. 00 -246, titled " Clear Polycarbonate Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 14, 2000, last revision #1 dated June 7, 2001, sheets I through 3 of 3, signed and sealed by V. .1. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Clear Polycarbonate Storm Panels, prepared by Construction Testing Corporation, Report No. 00 -045 dated October 31, 2000, signed and sealed by Yamil G. Kuri, P.E. 2. Report on panel thickness of Clear Polycarbonate Storm Panel, prepared by Construction Testing Corporation, dated April 9, 2001, signed by George Dotzler. 3. Test r1 port on Self Ignition Temperature, Rate of Burn, and Smoke Density Tests of Clear Polycarbonate Storm Panels, prepared by ETC Laboratories, Inc., Report No. ETC -01- 753 - 10724.0 dated June 13, 2001, signed and sealed by Joseph L. Doldan, P.E. 4. Draft Test Report on 900 hours of the 4500 hours exposure of the Accelerated weathering of Clear Polycarbonate Storm Panels, prepared by PRI Asphalt Technologies, Notification No. PRI01041, dated June 13, 2001, by Don Portfolio. C. CALCULATIONS 1. Anchor analysis and shutter calculation, dated December 14, 2000, Pages 1 through 38, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CER 1. Letter from GE Plastics, signed by Mr. Doug Hamilton, dated April 30, 2001, with comparable data between Lexan Sheet 9034 and Lexan resin 103. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 04 -342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, P.E. dav Heimy A. Makar, P. E. Product Control Examiner NOA No 04-0413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 E -1 Transparent Protection Systems, Inc. B. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor calculations dated June 30, 2004, 20 pages, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance ,Office. E. MATERIAL CERTIFICATIONS 1. None. E._ 2 da Helmy A. Makar, P. E. Product Control Examiner NOA No 044)413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 • ._I __•..._A__•: 1 a__Iz -,_ c KZ. -Z--A7 • 1 (4) .6 - .Z MAX. " UNLIMITED • = ]= CI 0262 a= =a = Mara? • - a - Y - la -- I I s- z - z/4 1 z/4 r�•- ..z/1. Z � • 01 =.104" MIN (TYP FACES Al 00 12.00 COVERAGE LABEL LOCATION 4.(T 00 ALL DIAA60NALS r PANEL 0" 1.75 IV 4 14. N L o TLOAO = at UI: f t _ .104" MIN. TYP.) ALL FLAT FACES GE�I MLL1pTT S• .085" 8 PROVIDED EE A AND CONTRACTOR V,E THE EXIIST CONDITIONS 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: AI REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND p,pAg N gp D L pJUSTIFY 1116 DEVIA ENGINEER I. IID OR SHALL BE SUBMIITTED DETAIL T ,P HIS /HER APPROVAL W AS A CONDITION TO THE BUILDING OFFICIAL B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANDIM61' SECURED FROM THE MIAMI-DADE E �-1 MIIA COUNTY PRODUCT CONTROL DIVISION. VIEW :DEVIATIONS ZONE AREAS ONLY, OTION "" HL OCCUR ACCEPTED BY HE VELOCITY HURRICANE L. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN MUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED & AS FOLLOWS: p yy p � p gT�pp p L I l��O p �{, 1 p S U y pR��p p q� g MIAMI -DADE COUNTY PRO APPROVED 10. GALBOLTS, ANIR ORSTAINLESS STEEL A AMINIMU A ILESTRENGTH ALLOY 0 KS! I. 11. STORM H THICKNESS AS INDICATED ON COMPONENTS (1). Q" 8: (3) , AL 1 EXTRUSIONS SHALL BE 6063 -T6 ALUMM U.D.N. 12. V VV Vv MATERIAL 10036 GE S711111ETICTTHERMOPLI,ASTIC P'COLYMER TEXAN S REIN BUMBER103 1112 {, SYNTHETIC S UNDER MOPLAST OLYMER TENSLE RE ACCEPTANCE Fy 8 08 p NUMBER FLEXURAL STRENGTH Fby = p 12,900 PSI, FLEXURAL MODULUS = 328,700 3. Q.S.I. 1 TEST I T DETAILS FQR IMPACT SPECIFICATIONS ICA NDUNIFORM HEREIN A1R PRF TESTING IN CONFORMANCE WITH I A�W DINGG TAS 201 202 ANT 203. 5 TO SUSTAIN HOLDER NEW SUPER111605ED LOADS AN0 TO VERIFY AL I ALL DIMEN DIMENSIONS THE JOB SITE BEFORE COMMENCING THE WORK. 15. DICTAT0. BOTTOM MAY BE MOUNTED HORRgg�{1IZONTALLY WHERE APPLIC4816. 16. CONDITIONS 7)11 MIA I-DADE7R1CBOOUNTY CORNER OF U�C IS LAB SHALL RE WITHIN AS FOLLOWS: ,..I� TLLOWOLLO 'W Ii3i ALL REA TS AND INSTALLED. '3S •W� STORM P WTNT OFFER N O 80L STRAPS ARE PROPERL 13.00" COVERAGE LABEL 2.25" LOCATION- TYP. 1=.093" 2.00"; MIN. ITYP.) ALL DIAGONALS 15.41" O STORM PANEL SCALE: 3 " =1' -0" 1.00" MIN. 2.00" MKX. 'I 677' .460" .198"- x.500" 1 250" 125" N- .050" 250" o 1 THE PROVISION SE FOR THE A NOTICE OF ACCEPTANCE z[ NOA) I BY .880" NI 145 093' TYP .096" MIN TYP .. .IO . •260" MIAMI-DADE COUNTY PRODUCT CONTRO DIVISION FOR THE FLORIDA BUILDING i - � �• 1.00" �. COgE co, HE HIGH VELOCITY HURRICANE ZONE IHVHZ). (7AMA 3 ALLOY) 1 - -- 4.00" 2. A IA L OWABLE STRESS INCREASE HAS N T S EEN USED IN THE DESIGN OF THIS WASHERED WINGNUT BUILD -OUT F-TRACK (VT" TRACK " r TRACK (5/81 C- TRACK .(PRE- stucco) STUD ANGLE PROD CT EXCEPT FOR WOOD ANCHOR ANALYSIS WHEREIN A LOAD DURATION FACTOR ICU 1.33) HAS BEEN USED PER THE PROVISIONS OF CHAPTER 16 OF THE OSCALE : HALF SIZE SCALE : HALF SIZE SCALE: 3" v 1' - 0" 1D B SCALE, 3" = 1' - 0" 11 13 SCALE : HALF SIZE SCALE: 3" = 1' - 0" WINO LOAD C ND DESIGN STANDARD (NOS) FOkH 3. T NHESEMDC I OUME N T T S I ACCO WITHHE O ER E T GVNING CODE AND REFERENCING WINO VE 4 THESE APPROVAL DOCUMENTS ARE GEN AND 00 NOT INCLUDE INF FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 1 (6058 ALUM.) 1/4" RIVNUT SCALE : HALF SIZE BEAM LENGTH = 5' - 1" MAX. 1 1 14 o. R 3 ,, 6.00" COVERAGE LT _ 2 LOCATION - LION - 0 H .104T MIN. (TYP. ALL FLAT FACES MIN. (TYP.) ALL DIAGONALS 7.69" O STORM PANEL SCALE: 3" = 1' - 0" .387 ",1' 1 L zeo•• I .656 °1- m " o TY%CA}70P Be BOTTOM / B .374" 295" N 125" 2.00" J, .624" °o .250'.1 5" .648" (6061 -T6 ALUM.) INTERMEDIATE O SUPPORT STRAP O°T' BAR SCALE: 3" = 1' - 0" SCALE: 3" = 1' - .107" .081" _ IMIMERIIIMIMI 107" 625"0 ,4,75(4 ,. 2.750" MIN. x I, •081" ,(Q1/4-20 MACH NE SCREW V_VSCALE • HALF SIZE BEAM LENGTH = 5' - 1" MAX. SETWA B O CI' R O'Ft® ® L_ ®•R13 0 3 0 3 2 - RS ARE THE SAMEASa) TYPICAL ELEVATION FOR SECTIONS A, C & D ® TYPICAL ELEVATION FOR SECTION B SCALE: 1/2" = 1' - 0" SCALE: 1/2" v 1' - 0" .100" PRODUCT ,• ROMEO 8 com p O0 L'tl MAY Aceeptoce NO m Eap1=0 By 0MthoI OWI6100 R .300" 270' R .175" (OPTIONAL) KEYHOLE WASHER 0" SCALE : HALF SIZE 1/4 -20 249" .625'-, / STUD x 3/4" 93 - .093" TYP. 6 (FINISH) 12 SCALE : HALF SIZE leer=• {`,.' ) 06/30/ 2004 12 7,mt bn 1:=cM= Ir:g re. 04 -342] [ sheet 1 o 3 , .6 I .6• U311WIINn 'XVW "(VW 'XVW _ .j KZ. 7 - = ]= CI 0262 a= =a = Mara? =.104" MIN (TYP FACES Al 00 12.00 COVERAGE LABEL LOCATION 4.(T 00 ALL DIAA60NALS r PANEL 0" 1.75 IV 4 14. N L o TLOAO = at UI: f t _ .104" MIN. TYP.) ALL FLAT FACES GE�I MLL1pTT S• .085" 8 PROVIDED EE A AND CONTRACTOR V,E THE EXIIST CONDITIONS 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: AI REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND p,pAg N gp D L pJUSTIFY 1116 DEVIA ENGINEER I. IID OR SHALL BE SUBMIITTED DETAIL T ,P HIS /HER APPROVAL W AS A CONDITION TO THE BUILDING OFFICIAL B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANDIM61' SECURED FROM THE MIAMI-DADE E �-1 MIIA COUNTY PRODUCT CONTROL DIVISION. VIEW :DEVIATIONS ZONE AREAS ONLY, OTION "" HL OCCUR ACCEPTED BY HE VELOCITY HURRICANE L. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN MUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED & AS FOLLOWS: p yy p � p gT�pp p L I l��O p �{, 1 p S U y pR��p p q� g MIAMI -DADE COUNTY PRO APPROVED 10. GALBOLTS, ANIR ORSTAINLESS STEEL A AMINIMU A ILESTRENGTH ALLOY 0 KS! I. 11. STORM H THICKNESS AS INDICATED ON COMPONENTS (1). Q" 8: (3) , AL 1 EXTRUSIONS SHALL BE 6063 -T6 ALUMM U.D.N. 12. V VV Vv MATERIAL 10036 GE S711111ETICTTHERMOPLI,ASTIC P'COLYMER TEXAN S REIN BUMBER103 1112 {, SYNTHETIC S UNDER MOPLAST OLYMER TENSLE RE ACCEPTANCE Fy 8 08 p NUMBER FLEXURAL STRENGTH Fby = p 12,900 PSI, FLEXURAL MODULUS = 328,700 3. Q.S.I. 1 TEST I T DETAILS FQR IMPACT SPECIFICATIONS ICA NDUNIFORM HEREIN A1R PRF TESTING IN CONFORMANCE WITH I A�W DINGG TAS 201 202 ANT 203. 5 TO SUSTAIN HOLDER NEW SUPER111605ED LOADS AN0 TO VERIFY AL I ALL DIMEN DIMENSIONS THE JOB SITE BEFORE COMMENCING THE WORK. 15. DICTAT0. BOTTOM MAY BE MOUNTED HORRgg�{1IZONTALLY WHERE APPLIC4816. 16. CONDITIONS 7)11 MIA I-DADE7R1CBOOUNTY CORNER OF U�C IS LAB SHALL RE WITHIN AS FOLLOWS: ,..I� TLLOWOLLO 'W Ii3i ALL REA TS AND INSTALLED. '3S •W� STORM P WTNT OFFER N O 80L STRAPS ARE PROPERL 13.00" COVERAGE LABEL 2.25" LOCATION- TYP. 1=.093" 2.00"; MIN. ITYP.) ALL DIAGONALS 15.41" O STORM PANEL SCALE: 3 " =1' -0" 1.00" MIN. 2.00" MKX. 'I 677' .460" .198"- x.500" 1 250" 125" N- .050" 250" o 1 THE PROVISION SE FOR THE A NOTICE OF ACCEPTANCE z[ NOA) I BY .880" NI 145 093' TYP .096" MIN TYP .. .IO . •260" MIAMI-DADE COUNTY PRODUCT CONTRO DIVISION FOR THE FLORIDA BUILDING i - � �• 1.00" �. COgE co, HE HIGH VELOCITY HURRICANE ZONE IHVHZ). (7AMA 3 ALLOY) 1 - -- 4.00" 2. A IA L OWABLE STRESS INCREASE HAS N T S EEN USED IN THE DESIGN OF THIS WASHERED WINGNUT BUILD -OUT F-TRACK (VT" TRACK " r TRACK (5/81 C- TRACK .(PRE- stucco) STUD ANGLE PROD CT EXCEPT FOR WOOD ANCHOR ANALYSIS WHEREIN A LOAD DURATION FACTOR ICU 1.33) HAS BEEN USED PER THE PROVISIONS OF CHAPTER 16 OF THE OSCALE : HALF SIZE SCALE : HALF SIZE SCALE: 3" v 1' - 0" 1D B SCALE, 3" = 1' - 0" 11 13 SCALE : HALF SIZE SCALE: 3" = 1' - 0" WINO LOAD C ND DESIGN STANDARD (NOS) FOkH 3. T NHESEMDC I OUME N T T S I ACCO WITHHE O ER E T GVNING CODE AND REFERENCING WINO VE 4 THESE APPROVAL DOCUMENTS ARE GEN AND 00 NOT INCLUDE INF FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 1 (6058 ALUM.) 1/4" RIVNUT SCALE : HALF SIZE BEAM LENGTH = 5' - 1" MAX. 1 1 14 o. R 3 ,, 6.00" COVERAGE LT _ 2 LOCATION - LION - 0 H .104T MIN. (TYP. ALL FLAT FACES MIN. (TYP.) ALL DIAGONALS 7.69" O STORM PANEL SCALE: 3" = 1' - 0" .387 ",1' 1 L zeo•• I .656 °1- m " o TY%CA}70P Be BOTTOM / B .374" 295" N 125" 2.00" J, .624" °o .250'.1 5" .648" (6061 -T6 ALUM.) INTERMEDIATE O SUPPORT STRAP O°T' BAR SCALE: 3" = 1' - 0" SCALE: 3" = 1' - .107" .081" _ IMIMERIIIMIMI 107" 625"0 ,4,75(4 ,. 2.750" MIN. x I, •081" ,(Q1/4-20 MACH NE SCREW V_VSCALE • HALF SIZE BEAM LENGTH = 5' - 1" MAX. SETWA B O CI' R O'Ft® ® L_ ®•R13 0 3 0 3 2 - RS ARE THE SAMEASa) TYPICAL ELEVATION FOR SECTIONS A, C & D ® TYPICAL ELEVATION FOR SECTION B SCALE: 1/2" = 1' - 0" SCALE: 1/2" v 1' - 0" .100" PRODUCT ,• ROMEO 8 com p O0 L'tl MAY Aceeptoce NO m Eap1=0 By 0MthoI OWI6100 R .300" 270' R .175" (OPTIONAL) KEYHOLE WASHER 0" SCALE : HALF SIZE 1/4 -20 249" .625'-, / STUD x 3/4" 93 - .093" TYP. 6 (FINISH) 12 SCALE : HALF SIZE leer=• {`,.' ) 06/30/ 2004 12 7,mt bn 1:=cM= Ir:g re. 04 -342] [ sheet 1 o 3 FASTENER TYPE DESCRIPTION BLOCK MIN. EMBEDMENT CONCRETE MIN. EMBEDMENT WOOD MIN. EMBEDMENT 9joeiet\illtiumUyiSi1 > 1/4 "0 ELCO TAPCON 1/ 4"16 EL b0 CRETE FLEX U 1 -1/4" 1 -1/4" (pfp �,�pp ,gP CONCRETE) N / A A 1 I 1/4 "0 ALL POINTS MBH SOLID-SET 8" E W & 1%4-20 STAINLESS STEEL MACHINE SCREW 7/8" 7/8" Qj8N1lAUMl.8p8 PS I:ONIRL�TB) N / A ' B 1F 1/40 ELCO TEXTRON MALE/ FEMALE 70 MACHINE S CREW WITHCNUTE 1 -1/4" 1 -1/4" y�s�pppp J. t:O IM 1 -7/6" Il0Yd1! I �111R11WNU12. �' C 1 -3/4" 1/4 "6 x MIN 2- -1 /2 ". SCREW PARALLSL OR PERPENDICULAR TO GRAIN Me .55 MINI, U.O.N. N/ A N/ A 1 -3/4" / �_ A111B1111161111111111111i, D -- EXISTING GLAZING i 1 HOLLOW BLOCK FRAMING A [ D on 12" O.C. a•cWALL MOUNT SECTION l SCALE. 3" = 1' - 0" FASTN @1 12" O.C. HOLLOW BLOCK OII WOOD FRAMING 1/4" MAX: EXISTING BLOCK OR W000 FRAMING OR EXISTING GLAZING 1 -5/8" MIN. EPARATIO TO GLASS 1/4" ALUM. IVNUT ANO MACHINE SERE t� 6" O.C. (TYP.) A, 8, C 0R0 (e 12" O.C. ® BUILD -OUT MOUNT SECTION SCALE 3 " =1' -0" A. B C OR 0 (fit 12 O.C. EXISTING BLOCK O) WOOD FRAMING EXISTING CONCRETE HOLLOW B O CIR OM WOOD FRAMIN — -- EXISTING GLAZING 2 -3/4" MIN. SEPARATION TO GLASS ANCHOR TYPE A B C 0 SPACING 12" 12" 11" 8" A S ABOVE FOR SPACING HOLLOW BLOCK OF WOOD FRAMING -1/2" 1 EDGE DIS @ WALL / FLOOR MOUNT SECTION SCALE: 3" =1' -0" FASTENER EXISTING CONCRETE B OR C FOR ({ OR HOLLOW BLOCK " O.0 FO FRAMING {116. @1 6 -1/2" 3/16" ELCO TAPCON CIe 8" O.C. EXISTING GLAZING 2 -3/4° MIN. EPARATIO TO GLASS B, C OR 0 (51 12" O.C. HOLLOW BLOCK OB WOOD FRAMING ®WALL MOUNT SECTION • SCALE, 3 " =1' -0" ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. y E �r p MINIMUM EMBEDMENT OF AND SHALL ONL INCL UDE THE THREADED PORTION. EDGE DISTANCE SHALL BE AS NOTED ON DRAWING OR SPECIFIED IN THIS NOTES. 3. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 4. WHERE ELCO PANELMATES OR LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL W00D FRAMING. WOOD HA BE I O 5 FOR GREATER DENSITY. Z gg 5. MACHINE 14 B E ANCHOR AND SHALL HAVE OF 1/2, ENGAGEMENT BOLTT), U.O.N. 6. MACHINE SCREW, NUT OR INGNU OVABLE BY REMOVING 7. ALL " OR CLEAR 6 -1/ POL2" O.C. YCARBONATE PANELS TO BE MOUNTED TO, EXTRUSIONS W 6 GB OR® . fJ E J� 1/4" MAX- PRODUCT REVISED ee complying with the FlosNb Balding Cede Acceptance No - .87 ate JUL lir -- a g sheet 2 of 3 0 E 0 N 0 a j a E.yERY(4)CEND B� QQQQ��I...""""'''' & ''TYP. - • E.Y R,,X (4)CEND TO Q &12B YP. • I_ O 4 - 7 011 0' GAL* 414"A 0 4) FOR 0 0 & ,4 0 In 1 OT ©14 1 FOR A , (( gE �� L E N D O F TH (5 EL-1 FOR E RT EXISTING CONCRETE HOLLOW BLOCK O VI 1 0 6" O.C. TYP. 6 -1/2" O.C. TYP. A A R D 2 -1/2" O.C. @ END OF TUBE OF N HORS)THE REST H LL.W CONCRETE OFt 00. F' A IN FOR 1 6" O.C. TYP. FOR © 6 -1/2" O.C. TYP. `EXISTING GLAZING EXISTING WALL BEYOND EXISTING GLAZING & 14 ® &15 14 &1 BEAM LENGTH = 5' - 1" MAX. ® PLAN VIEW FOR SECTIONS A, C & D SCALE' 3 " =1' -0" 12" O.C. MAX. (TYP.) (FASTENER A, B, C, OR 0) BEAM LENGTH a 5' - 1" MAX. ® PLAN VIEW FOR SECTION B SCALE, 3" a 1' - 0" • NOTE gE �p5p gE ALL INSTALLATIONS MUST ASSEMBLY AIN CLOSURE PLAN VIEEO IDETE ENSURE & THAT j FOR (1) 6" 0.C. TYP. FOR 0 6 -1/2" 0.C. TYP. , FOR .n 6" 0.C. TYP. "I FOR 4) 6 -1/2" 0.C. TYP. A (5)2 -1/2" 0.C. ((610 END OF TUBE OF EEANCHORS)THE REST EXISTING CONCRETE HOLLOW BLOC 0FI WOOD .r it F kil R© /y \ II 6L. OOR % o A, F B, � 0 (0 2 -1/2" 0.C. (f END OF TUBE OF g0 ANCHORS) THE REST EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING -- PRODUCTREtIS810 ' es emptying with 8mp ni* Bolding Cede Aeuptance rya pip .Ban Rat B Mewl Libidos S. tu'T 0 L o. S1 /[ itii 1 1✓ r .i -1. 04 -342 [sheet 3 of 3 0' 0 at PRODUCT # W H CLEAR PANEL 1 150 65 ACCORDION 2 65 39 ACCORDION 3- 96 - 80 - ACCORDION 4 48 60 KLEINMAN, DENNIS 655 NE 97 ST MIAMI SHORES, FL 33133 Ti r MCIT 5 171f 7 1 2 3 mg I!) ... Date: 11/17/2008 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Clear Polycarbonate Storm Panel Shutter 04- 0413.03 This letter authorizes STORMWISE SOUTH FLORIDA Corporation to use the above mentioned product at the following job: Name: KLEINMAN, DENNIS Address: 655 NE 97 ST City, State, Zip: MIAMI SHORES, FL 33133 Sint ly, St. ° Wise Solutions, INC Permitting Department INES GASCON Tansparent Protection Systems, Inc 6643 42 Terrace North West Palm Beach, FL 33407 Shutter Product Approval Authorization Form 1. This form must accompany the application f or the building permits 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 �. MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Transparent Protection Systems, Inc. 6643 42 Terrace North West Paim Beach, FL 33407 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 (ANT). 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: Clear Polycarbonate Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 04 -342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision 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 dare 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 revises & renews NOA # 00- 0524.14 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E. MIAMI DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 NOA No 04-0413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 Page 1 Transparent Protection Systems, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 00- 0524.14 A. DRAWINGS 1. Drawing No. 00 -246, titled " Clear Polycarbonate Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 14, 2000, last revision #1 dated June 7, 2001, sheets 1 through 3 of 3, 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 Clear Polycarbonate Storm Panels, prepared by Construction Testing Corporation, Report No. 00 -045 dated October 31, 2000, signed and sealed by Yamil G. Kuri, P.E. 2. Report on panel thickness of Clear Polycarbonate Storm Panel, prepared by Construction Testing Corporation, dated April 9, 2001, signed by George Dotzler. 3. Test report on Self Ignition Temperature, Rate of Burn, and Smoke Density Tests of Clear Polycarbonate Storm Panels, prepared by ETC Laboratories, Inc., Report No. ETC -01- 753- 10724.0 dated June 13, 2001, signed and sealed by Joseph L. Doldan, P.E. 4 Draft Test Report on 900 hours of the 4500 hours exposure of the Accelerated weathering of Clear Polycarbonate Storm Panels, prepared by PRI Asphalt Technologies, Notification No. PRI01041, dated June 13, 2001, by Don Portfolio. CALCULATIONS 1.. .Anchor analysis and shutter calculation, dated December 14, 2000, Pages 1 through 38, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATION 1. Letter from GE Plastics, signed by Mr. Doug Hamilton, dated April 30, 2001, with comparable data between Lexan Sheet 9034 and Lexan resin 103. 2. NEW EVIDENCE.SUBMI'ITED A. DRAWINGS 1. Drawing No. 04 -342, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated June 30, 2004, last revision #1 dated July 26, 2004, signed and sealed by V. J. Knezevich, P.E. E 1 d)9. I'G't � ' P. E. Helmy A. Makar, Product Control Examiner NOA No 04- 0413.03 Expiration Date: 07/19/2009 Approval Date: 09 /02/2004 Transparent Protection Systems, Inc. B. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor calculations dated June 30, 2004, 20 pages, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CER I II(!CATIONS 1. None. E -2 Helmy A. Makar, P. E. Product Control Examiner NOA No 04- 0413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 n 5 A 8 10. .104" MIN. (TYP.) pAC E S AT \I/ .093" �IJ 1. `TYP.) ALL DIAGONALS Ok 12.00" COVERAGE LABEL LOCATIO a r r MINA 0" 1.75" TYP.' G .085" 1. THE PROVION FOR TH II SSUANCENO OL F A NOTTICE A CEP TANCE ( BY CODE pIIS THE COUNTY Z O N E I T N HE FL BUILDING 2. F ( ALLOWABLE .33 HA 6 6 ND US E D PERT E BEEN ROVISION SOF CHAPTER 1 OF T E W00 A D LOADS BEEN INATIONSEWITHIWINpL DESIGN STANDARD (NOS) FOR 3. OEINDI10 ( HESEDOCCJ HE N7 S I IN V A C CO R DANCE I WITH E THE GOVERNING CODE AND GOVERNIN G WI D VEE ITY. 4 . T A PPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOP! SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. US@ IA THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61515 -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 TH CONTRACTOR VERIFIES THAT THE E EXISTING STRUCTURE DOES NOT ADE TE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES 7. ANY MODIFICATIONS O R ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: AI REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. ATED AND AND J,IST FY THE DEVIATION. SAID D DO REGISTERED HALL 19 10 S T UBMITTED T p O T THE PRODUCT ENGINEER FOR REVIEW A5 A CON TO TH BUILDING OFFICIAL B) R EQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND.PUL) I{ SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION. VIE E ZONE C NLY, D I P ION B" SHAL BE BY B OFFICIAL. 9. PRODUCT MUM ONE MARKING PEREPAN� LL EL ANC: SHALL PERMANE LA & AS FOLLOWS. _ppp�pTg� O MI -BAD COUNTpRO Q I I EE 22 . OL PRO � 14 10 GAL VANIZE6 OR 5 AINIE S STEELEWITflm T NS R 0960 RSI 11. THICKNESS 6063-76 N ALUMINUM I ALLOCOMPONENTS .N. CLEAR ( 6 3 L R AL EXTRUSIONS ( SHALL 12. MATERIAL 10094 GE SYNTHETIC THERMOPLASTIC P O ME R PANELS EXAN SHALL NCUMBER 112 APPROVED UNDER MIAMI DADE NOTICE OF ACCEPTANCE NUMBER STRENGTH LS THERMOPLASTIC y1 I. FLEXU TENSILE LMO STRENGTH 13. 8x 7 g 0 g 0 E ' ' 36 I PSI. FLE %OR TES T TESTED F IMPACT. CYCLIC UW UNIFORM ATICR AAIRPRSSURE PRODUCTS 1N CONFORMANCE WITH FLORIDA BUILDING CODE TAS 201 202 AND 203. N N Ep MAX. DOS 1LOAD ® 79.5 &i:I°: 14. TO. HH�� SUSTAIN 1(16 NEW SUPERIMPOSED 1 0405 ANO TO VERIFY AILL ( DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORN. 15. 7OP & BOTTOM DETAI SHOWN MAY BE INTERCHANGED A5 FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 16. TIiI O ONE PERMANENT WARNING LABEL PER PANEL SHALL BE PLACED DER COUNTY P P p R ry O E D L UCT ACPPR OVVE L pP D q HI L AB E EL S p7H�ALLL RE ATM F I OL O IU t REIgRpNGi LTS DSfRAPIiREROPERLYMST/W.Eb. 13.00" COVERAGE Xt = .104" r MIN. TYP.) LABEL 2.25" ( X ALL CLAT LOCATION TYP. FACES \__/ \ _ j, 2.00 "; Alt 'D AG NALS J. O STORM PANEL ' SCALE: 3 " =1' -0" (7AMAC3 'l- - - 4.00" T WASHERED WINGNUT ®BUILD -UUT F -TRACK O6-,)°F TRACK 10 B r TRACK (5/8 r, ,(PRE- Stucco y3 ) STUD ANGLE SCALE : HALF SIZE SCALE . HALF SIZE SCALE. 3" = 1' - 0" SCALE 3" = 1' - 0" SCALE . HALF SIZE SCALE 3" ° 1' - 0" .750" I.D. 677. '.630" 0.0 (6051 ALUM.) 15 1/4° RIVNUT SCALE : HALF SIZE / ir B LENGTH = 5' - 1" MAX. CA h G•, 12 i3 15.41" • Iz .460" .050" 250" rg 1.00" MIN. 2.00" MAX. 125" I R OR 0 0 A 6.00" COVERAGE 14811 LOCATION i 00j' (;)STORM PANEL SCALE. 3" = 1' - 0" 00" 50" oI 1 .387 "4 280" m .656" 145" _ .093" TYP. A00" R O 13 TYPICAL ELEVATION FOR SECTIONS A, C & D SCALE, 1/2" a 1' - 0" 1.00" 2.25" .104' M N. (TYP. ALL FLAT FACES t = .093" MIN. (TYP.) ALL DIAGONALS 7.69" // 1YM( / ALZ17P & BOTTOM .374" 295" 624" .250' ';' .188" .310" .648" r .125" :t .110 .F• 2.00" A, 4 1 .107" .081" II1111111111 .625"m *7501. 14 1/4 -20 MACH NE SCREW SCALE : HALF SIZE BEAM LENGTH = 5' - 1" MAX. 7x:...0 ;MRS ARE THE SAME AS® TYPICAL ELEVATION FOR SECTION B SCALE. 1/2" = 1' - 0" 2.00" 677' 1111111111111 1/111111 2.750" MIN 249" .100" 625 .100" .260 " 081 249" (0081 -T6 ALUM.) INTERMEDIATE (OPTIONAL) ® SUPPORT STRAP ®Z° BAR ®KEYHOLE WASHER SCALE: 3" = 1' - 0" SCALE 3" ° 1' - 0" SCALE i HALF SIZE 1/4 -20 STUD x 3/4" ( .093" TYP. 1.292" .260" 12 C -TRACK (FINISH) SCALE : HALF SIZE PRODUCT RNVI6W as plyIngWUbIlseM01hI0 Amptentre NO '' - O ; ' 03 FASTENER TYPE DESCRIPTION BLOCK MIN. EMBEDMENT CONCRETE MIN. EMBEDMENT WOOD MIN. EMBEDMENT ∎ 1 qW1 \ilflii 1/4 "0 ELCO TAPCON 1/4 "0 ELCO U.O.N. ETE FLEX t -1/4" 1 -1/4" cn c N / A A I * 11N 1/4 "0 ALL POINTS S yy� I G �IT I H 7/8" EM�BHEEDR STEEL MACHINE SLCREW 7/8" 7/8" Pirr:0 CR 3 N / A it [ • t 1'dPA� l F MS-24422›.— 1‘ i■Et071171uRH10 • 1/4 "0 ELCO TEXTRON MAW / FE -2D NELMNEE" SCREW WITH NUT 1-1/4" 1 -1/4 {(/J,IMMUM_3 r a CON IIII 7 1 -7/8" tj_IVENEEM> 4 1 y 1 -3/4" 1/4 "0 x MIN. 2 -1/2" LONG WOOD LAO. DIICULALTO OR PERPEN RRp GRAIN SIG= .55 MIN.h U.O.N. N/ A N/ A 1 -3/4" - I D z A AA d EXISTING BLOCK OR WOOD FRAMING —EXISTING GLAZING -EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ® WALL MOUNT SECTION SCALE, 3 " =1' -0" FASTENER B,C A RD (ID 12" O.C. A 8, C O R D @ 12" O.C. 1/4" MAX -EXISTING BLOCK OF WOOD FRAMING OR EXISTING GLAZING 1/4' ALUM. 'IVNUT AND MACHINE SERE 6" O.C. (TYP.) 7 FAST C O D (61 12" O.C. " C A RD 12" O.C. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ® BUILD -OUT MOUNT SECTION SCALE' 3" = 1' - 0" EXISTING BLOCK OEF WOOD FRAMING -- RAI EXISTING GLAZING 2 -3/4" MIN. SEPARATION TO GLASS ANCHOR TYPE A B C SPACING 12" 12" 11" 8 0 FASTENER A B, C OR SEE ABOVE FOR SPACING 1 " EXISTING CONCRETE B 6 C OR 0 Q �OR HOLLOW BLOCK 6" O.C. FOtttt FASTENER FRAMING � 6 -1/2" 3/16 "0 ELCO TAPCON 8 D B" O.C. — EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING -1 2" MIN DGE DIS . ® WALL / FLOOR MOUNT SECTION SCALE, 3" =1' -0" EXISTING GLAZING 2 -3/4" MIN SEPARATIO TO GLASS ANCHOR NOTES: 1. AME.HORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 2. RECOMMENDATIONENS. N E STUCCO. EMBEDMENT OF AND EDGE SHALL ON INC THE FINISH PORTION. EDGE DISTANCE SHALL BE AS NOTED ON DRAWING OR SPECIFIED IN THIS NOTES. 3 p O CONDITIONS I IITIONSVARY.. FIELD VERIFY IS F FASTENERS INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 4. WHERE ELCO PANELMATES OR LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MINJ W0) O STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. wW00D STUD SHALL BE "SOUTHERN PINE" 6=0.55 OR GREATER DENSITY. 5. ACHINE SCREWS SHALL HAVE MIN. OF 1/2" ENGAGEMENT OF THREADS N BASE ANCHOR AND SHALL HAVE A WAFER HEAD (SIDEWALK BOLT). O.N. 6.* DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 7. ALL CLEAR POLYCARBONATE PANELS TO BE MOUNTED TO, EXTRUSIONS (dt 6" OR 6 -1/2" O.C. A. FASTENER 0 @ 12" O.C. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ® WALL MOUNT SECTION SCALE, 3" = 1' - 6" 1/4" MAX- PRODUCT REPTSE0 ascompiylhg with Oa FM10Ba Datdmg Co3a Aceuptaace Na - • • - .67 Dy ""r �� 6 m Dlvl*Mn umi fe =r� 06/30/2004 1V L. B Id ere..up m 04-34 [ sheet 2 3 , 0 4 t CONNECTED TO 5 iERX 4 END BY YP. —.. 0 !L/ 0 &14 0 FOR o & {14 FOR 0 6" O.C. TYP. FOR 0 6 -1/2" O.C. TYP. OR 1" 4 0 &lJ- CONNECTED TO gRx (47 D BY A. B, C OR D CW 2 -1/2" O.C. 10 END OF TUBE OF ANCHORS)THE REST HOLLOW 8 OCK OI) W.0. F NG Q 6" O.C. TYP. FOR 0 6 -1/2" D.C. TYP. A.B. C OR 0 -1/2" O.C. END OF TUBE O SF THE REST ANCHORS) EXISTING CONCRETE HOL B INf `— EXISTING GLAZING EXISTING WALL BEYOND \--- EXISTING GLAZING & 14 BEAM LENGTH = 5' - 1" MAX. ♦ Np7E LL OR HALF INSTALLATIONS AST (MD5)UT PEINOS TO ENSURE THAT ASSEMBLY SHOWN IN ABOVE Pl �N VIEW DETAILS T10N5 () & ® PLAN VIEW FOR SECTIONS A, C & D SCALE. 3 " =1' -0" BEAM LENGTH = 5' - 1" MAX. ® PLAN VIEW FOR SECTION B SCALE. 3" = 1' - 0" FOR (1) 6" O.C. TYP. FOR 0 6 -1/2" 0.C. TYP. A. B,5OR0 -1/2" 0.C. @ END OF TUBE OF ANCHORS)THE REST EXISTING CONCRETE HOLLOW BLOCK 0) / W000 FRAMING A, F B, C C OR 0 00 2 -1/2" 0.5. ((0)� END 05 TUBE )S EE FOR THE REST OF EXISTING CONCRETE HOLLOW BLOCK Ofd WOOD FRAMING -- 06" IJ , FOR O 6" 0.C. TYP. FOR 1 6 -1/2" 0.5. TYP. 12" O.C. MAX. ITYP.) (FASTENER A, B, C, OR D) PRODUCPREVISED B romgi de6I+Im4d0 BnidMg Code AceepimceNo O d, 30? Eapl :t)oo Date ) 1/ [7 i -E9 BY i M616I0* Division Miami Shores Village Building Department elotr 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Q a er- /Z Job Name Date " STRUCTURAL CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 19 Job Name Date /4,b-C:0 STRUCTURAL CRITIQUE SHEET W Q en.� #f ) ka,s .uuvrl.44004.. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ECEUVED A3 2008 A Roofing Permit No. NNI sdZ "' (1 Master Permit No. Owner's Name (Fee Simple Titleholder) „f al; S k le /*WV Phone # Owner's Address A.5 Nit' ?7 5r City /14//2.-1// 6)10 re-6 State Fdi Tenant/Lessee Name Phone # zip 3,3 /3 8 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # l/ ® 3e2 d/7 I P 90 Is Building Historically Designated YES NO Contractor's Company Name 5/01 € Contractor's Address 130/LT ,Ulm KY Ave__ City Wa dC®GIO.. ® State A Zip 03 Z°y Qualifier Name 0421121, "4 {% /Cdr Phone # State Certificate or Registration No. G C_ i 5° 5 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ X 02y a, Phone # 3 3 Y / 77 Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration Pc ew ❑ Repair/Replace ❑ Demolition Describe Work: ry t5�t� ,.......................................... Submittal Fee $ Permit Fee $ �'� CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly 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: (Revised 07/10/07) Plans Examiner Engineer Zoning 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 properly 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ) Q ,20 ,by t1%z / 4/4_ , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: _ NOTARY PUBLIC - STATE OF FLORIDA s .'"" Rosario V. Valer Commission # DD622490 Expires: DEC. 14,-201.0- - BONDED THRU ATLANTIC BONDING CO., INC. My Commission Expires: 0. vwner(sj name and address: ■ sir i i - (-4;1' Interest in property: Name and address of fee simple titleholder. SiPcr'"s ' 4. Contractor's name, address and phone number: 3C1-.5 6", 7. 7 3 9 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 9. Expiration date of this Notice of Commencement: 6 56 PE : 7 fif. f.1 33 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, address and phone number. 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, address and phone number. (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BFIRO y COMMENCI MIRK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ( / 4 e? r&i 7 V Ot5 NW H Ave Sig By Pri Name Title/Office OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this Sign B rat - or Owne . s � / ed Offi AVIA .0.,/ 1 er(s) or «: ft By ._beavvr fr'ie/ M A N ❑ Individually, or ❑ as - S")„.0M0./tr for ❑ Personally known, or I produced the following type of ident Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. C ctor The oing instmment was acknowledged before me this 2 Z day of �S . 20 by I mo (c. rat to ct 3 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC - STATE OF FLORIDA )riling office Rosario V. Valer Sign - -� � • °° i i .22490 VITIT Prisms �z_Fe ,ti � . �y ,;,.•° Expires: DEC. 14, 2010 BONDED THRU ATL� CO., INC. My Cession Expsres INsrp►i STORMwISt SOUTH FLORIDA 13 015 NW 45TH AVENUE _OPA LOC I FL : ^. 333 irector/Partner/Manager By Print Name 0 Q "\OC.\eq, Pi Title/Office .2 e2. day of ,, Rosario V. Valer Commission # DD622490 ., ;• °` Expires: DEC. 14, 2010 BONDED THRU ATLANTIC BONDING CO., INC. uthorized Officer/Director/Partner/Manager who signed above: B SZCIO 111111111111 2766 ,) 56:35 COURT IDt PRODUCT # W H ALUM. PANEL 1 150 65 ACCORDION 2 65 39 ACCORDION 3 96 80 ACCORDION 4 48 60 KLEINMAN, DENNIS 655 NE 97 ST MIAMI SHORES, FL 33133 PERMIT #: \SO$ - ` Miami Shores Villa .e SUBJECT TO COMPUANC STATE AND COUNTY RULES AND REGULATIONS c tD APPROVED BY DATE • • • • • • • • • • . • •e ••• • • • • • IS _I.• • •_ • • m • N, . • • = •) G•U. • cu. !) alg •U. • $ • eC 41. .Q. • • 10 0 0 Cr) 0 � CV w • • M O O 0) tB L V 0 0 • • • • • • • • • • U • •• It•• • . • • • • • • aa • • • • • • • • • • . • • • • • . • • • • • • ••• • • • • • • • • ••• • • • ••• • ▪ • • . ••• ••• • • • • • II. U U • • ••w • ••' •• • • • • •• •• • Sote • • • • • • • • • • • • • •a• • • • • • • • • • • • • •• . • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • ••• • • G • • • • • •® •• : ••S 00000 •.• •• o • • ••. • 0 i•• ••• • • • • • • • • • • . • • • • • • • • • • • • . • • ••• • • • Storm Wise Productiori, iris: ::. : : ::: 13015 N.W. Opa- Locka, FL 33054 Phone (305) 597 -7797 Fax (305) 5 7795 :•. :•• ••• • • : . : Shutter Product Approval Authorization Form Date: 08/20/08 Municipality: City of Miami Shores Building Official: City of Miami Shores Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Ht -100 Aluminum Accordion Shutters 06- 1026.11 This letter authorizes STORMWISE SOUTH FLORIDA to use the above mentioned product at the following job: Name: Dennis Kleinman Address: 655 NE 97 Street City, State, Zip: Miami Shores„ Fl 33138 Sincerely, Sto ise Production, Inc Perms ing Department Zoila Miranda 1. This form must accompany the application for the building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade county Notice of Acceptance BUILDING CODE COMPLIANCE OFFICE (gcCo) Pnoinit: r CONTROL DIVISIOtN fN OTIQE OF ACCEPT INC : (NiOA) S to rtn av ise Production, Inc. 13015 N.W. -15' Avenue Opa- Locka, FL 33054 SCOPE: '1 his NOA is being issued under the applicable i ules 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). Phis 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 tails to perform in the accepted I nannec. 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 Florida Building Cade, including the High Velucity Hurricane Zone. DESCRIPTION: " HT-100 Stormgteurd " aluminum Accordion Sutter APPROVAL. Dd iCUIV ENT: Drawing No. 05 -563, titled "Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Uhor•nton Tomasetti, dated September 14, 2005, last revision 40 dated September i 1 2005, signed and sealed by `v .1. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp• with the Notice et Aeceptanue number and expiration date by the Miaini -Dade County Product Control Div isiou. Lvil' x CT R.ATIN : Large and Small Missile Impact LAJIELINC: Each unit shall bear a permanent label with the manufact'urer's name or logo, city, state and the following "Nliami -Dade Coo :ay Product Control Approved ", unless otherwise noted herein. RE!'aEWal., or this NOA shall be considered after a renewal application has been filed and there :ras been no change in the applicable building code negatitiely affecting the performance of this product. TI Riri11NA TION of this NOA will occur after the expiration date or if there has been a revision or change in the materials. Ilse, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pr aiuut, tor 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. ADVERTISE The NOA number preceded by the words Miami -Dade County; Florida, and tbllowed by the expiration date may be displayed in advertising literature. limy portion of the NOA is displayed, then it shall be Jutie in its entirety. 1NSPECTiCW :.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 revises NOA # 05- 1201.91 and consists of this page 1, evidence submitted pages E -1, E -2, 3C E -3 as ,. vall as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No 06- 9025.! 1 Expiration Date: 06i25/2011 } f Approval Date: 01 /04/2007 i O 7 0.4./ Page 1 • • ••• • •• •. • . • • • •. • • • • • • • • • ••• • • • • • • • • • . • • • • • • • • • . • . • •• • • • • • . • • • •• • • • ; • •.• • • -• • ' 1 'rt M ? - DE ept FLORIDA METRO -DADE FL,\t1LE. BUlf l)INi; , • 1 1 40:WEST • FLAK7•11114RE,F4, SUITE 1603 • ••• • : :1L1La „FLi 21DA33130-1563 •. • • • g0413:?- 0 F_ \41 3115 1 .375 • • ' • Mirst.Iniatnidade.: ol. 1). • . Stormwise • Production, Inc. • • • • • •'• ••• • • • • • • • • • • • •• • • • • • • • ••• • • .. •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBM? E13 • • EVIDENCE SUBNLITTED UNDER PREVIOUS A,PY otir, -•0 9§ • A. DRAWINGS 1. Drawing No. 01 -300, prepared by Knezevich & ..soc.`ta!es,'Incf, Pitit•.,h ".'k ringuarci Accordion Shutter'', dated July 23, 1996, last revision 06 dated June 10, 1999. sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval # 99 -0036. C. C.- LCULA.TIONS 1. Sae .Issociation'., generic approval T 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval 0 99 -0036. . STATEMENTS 1. Release letter- issued by the Hi -Tech Shutter Group, Inc., dated April 28, • 2001, ct. rtliving this product ro meet the criteria of product tested and approved, and allowing Storr wise Concepts, Inc. to use the test results approved under _k[iami- Dade County Approval IVo. 99 -0036, signed by 11 Frank Cornelius. Acknowledgment letter by Stormwise Concepts, Inc., dated February 14, 2001, signed by _LIr. Carnilo Diaz. �. Letter by Knezevich & _Issociates, Inc., dated April 27, 2001, ze..i1yine, that the drawing ;!ski. 01-800) prepared lbr Stormwise Conceaas, Inc., signed and .sealed by i s ,J. lirzeze »icn, P.E., is engineering wise identical to Hi -Tech Shutter Group. Inc.. Association generic drawing (No. 96-168). � .C(UnC Letter issued w j'r. Canilo Diaz on June 7, , 2001 and returned signed by :ilr•. t'arntiu Diaz Jn June 11. 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed' 2. 6.: C: E SL BI'vHTTED 'UNDER PREVIOUS S APPROVAL #4)2 1)52).a4 A. D FLA Alv INt :S 1. ate ZV'O.i 0=- 0520.94 B. TESTS 1. See NOA 01- 1)502.06 C. CALCULATIONS See :VO :1 01-0.502.06 MATERIAL CERTIFICATIONS 1. See NO -i 01- 0502.06 E - • • • • • •' • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • r% ieimy A. :VI akar, P.E., M.S. Product Control Examiner i'1 OA No 96-1026.11 Expiration Date: 06i25/201 1 Approval Date: 1)1/94/2907 E. STATEMENTS 1. See :VOA 01- 050 2.06 F. OTHER 1. See NOA 01- 0502.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0923.02 A. DRA W"I NCS 1. Drawing No. 03 -812, titled "Storrnguard Accordion Shutter", sheets 1 through 7 of 7 , prepared by Krre :evich & Associates, Inc., dated October 17, 2002, lust revision +1 doted December 04, 2002, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. See .Association's generic approval # 02 -0799. C. CALCL • • 1. See Association's generic approval # 02 -0799. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E'. MATERIAL CERTIFICATIONS 1. See Association's ?eneric approval # 02 -0799. E. STATEMENTS 1. Letter by Kne °evic:a & .Associates, Inc., dated July 2, 2003. .;2rt jving tJuu the drawing (Vlo. 03 -812) prepared rbr Stormwise Solutions. Inc.. signs and sealed 'y V. K nez i.'ich, is engineering 'wise identical to Si-Tech Grotto Inc. Association generic drawing (No. 02 -458). 4. EVIDENCE SUBMT TED UNDER PREVIOUS APPROV AL # 05-1201.01 a. 13 1$A '1V IN GS Drawing .Vo. 05 -563, titled "Stormguard Accordion Shutter", sheet.' 1 through prepared by Thornton- Tomasetti Group., dated September 14„ 2005.:'ast revision dated September 14, 2005, signed and sealed by V.J. Knecevich, P.E. B. TESTS 1. See .- tssociation ',i generic approval under 05 -0321. L'. CALCULATIONS 1. See Association's generic approval under 05 -0321. . • -- QUALITY ASSURANCE 1. By Miami -Dude County Building Code Compliance Office. lay A. Maker, P.E., ,,LS. Product Control Examiner NOA No 06- 1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 • • Storrmwise Production, Inc. • • •• . " • • • • • • • • •• NOTICE OF ACCEPTANCE: EVIDENCE S UBM!'I P TEb '• • • • • E -2 • • • • • .• •. • • • • •: • ' ' • • • • • • • • • • ••• • • • • • • • •i• • • • • • • • • • • • • .•' • • • • • • • • • • • : • • ' E -3 • • • • ;•• 00 • • .. .• • •• ••• • • • ••• • • • • • • . • • • • • • • • • • • •• . . • • Stormwise Production, Inc. • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUUBNHTTED • •• • • • • • •• E. i�� • ,TERIAi. CERTIFICATIONS •• .0 • • • • .•• .•. • 1. See Association's generic approval under 05 -0.3 ' • • • • • • • • ••• •• F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated .bovemher 02, 2005, certifying this product to meet the criteria of product tested and approved, and allowing Stormwise Solutions, Inc. to use the test results approved under .Miami -Dade County Approval No.05 -0321, signed by Mr. Frank Cornelius. . Acknowledgment letter by Stormwise Solutions, Inc. dated November 13, 2005, signed by Mr. Camilo Diaz. 3. Letter by Thornton- Tomasetti Group, dated rovember 02, 2005, certifying that the drawing (No. 05 -563) prepared for Stormwise Solutions. Inc., Sig ned and sealed by :Mr. V J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05 -509). 5. NEW EVIDENCE SUBMITTED .A. DRAWINGS 1. Drawing No. 05 -563, titled "Stormguard Accordion Shutter", sheets 1 through - of -. prepared by Thornton Tomasetti, dated September 14, 2005, last revision t0 dated September 14, 2005, signed and sealed by V J. Knezevich. P.E. TESTS 1. See Association 's generic approval under 05-0321. C. CALCULATIONS 1. See Association' eneric approval under 05 -0331. 1): • QU .LITY ASSUR- NCE 1. B ,Miami- Dade County Building Code Compliance r eice. E. MATERIAL CER.TIFIC. TIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Letter by Stormwise Production, Inc. dated October 19, 2006, signed by .blr. C;arnilo Diaz, requesting to change the address on his VOA. Letter by Thornton- Tornasetti Group, dated October 04, 2006 certifiing that the drawing (No. 05 -563) prepared,ibr Stormwise Production, Inc., signed and sealed by V J. Knezevieh, P. E., is engineering wise identical to Hi -Tech 's generic drawing (NVo.05 -509). 1 h l m y A. Mai:ar, P.E., Product Control Examiner r4OA No 06- 1036.11 Expiration Date: 06125/201i Approval fate: 01/042007 •• • •4 • •• � ti a V, K ••• • •• • • • e •• •• 0 T0. 2.420" .048" .965".,.S 75" .1. P2f t2 1:IR f ' v F 3 t2 " I t 2 ff2 •' N' nl 11 ' i: +6Q� %If1 m il 1.8L . j.e31',875 ".J.83 • • •. • • • • • • • • • •• • 1._L79 -I' b - I; I ci ._ • • • • ht m I 3.999;.0 2" l NAPTER SIAT 0 512E • • •• • /45' !052 TYP, SIPS 'SCALE. A1.P $IYfs • MINERAL .ROM }p'Op[p MEWS g�R(ry WNW 1. SSE 00 A TA CON7 O D Pr1R �ORI• OUR.DR1tlN co ? 200 , D- ppg ST yppg g Sgp p� fHB�g 8• �� p NE T AT T �IQQ ANCHORS AS 7EINTALLONAB SiNE5.C?NAS USED T TH PASRO R � rm I /O:REA • T .•EVi tFInO .,� c°T� rid'I:t p�°cr �' J'"u.°e u II P • 1314.314M ',AMMO ri'RS 9HUr TER SYR7eM. LUOE IMPORMATIDN 4• f A s R B p PAPR 'OVAt UOCUME one% I O nTrl CHAPTER 01014 -23 4. Tl/E ROP.1 TNTEV 819TT � � M ba 1[Ut R8 T 87RA 2 8 r A 1 10104 l{pR[N •p�NripitVR.EC • NyA?i x� 6 M FORM MA FROM n1R STRUCT LS 1114100 rHE A HERIII 0 A OITIOAS TM THEME APPROVAL OOCUMENTS VOR! p B• SU0.0 i UpOPKI rONtUTraNS PP rHESg oOCUMENr$, THE „°',. RI AL HAr E n I N EgE E OP I�Pm IN0 Op1tONg, g 'r ry ® � � 7 Al � p E HQ}R„ rl k q � � R.APF7�AL p @� $ ow L � T g q , � p I , g O it QR � SE � C0*1*R � A0 AOEO � F TAE MArlll OAOE COUNITY PPOOUCT�MITROLPOIIbLSNN. AHO zul A Z igtriVitIWI P'T HPLL SE ACCEPR*EUHgV'c# i tREbTivdVAIRS 2. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY 1401100 AS FOLLOWS, cr I TA 1 7 11 , RSte OdC .AAMI11 S Mirtnr PRMO1lft APPR0VE0 M t,WW nNe7 Fw}17I gRT01l O <INTI HM! 1*10 1,AL.9p 10(0050 0 1 004105 It STORM SHUTTER EXTRUSIONS SHOW � 1 1 1 ry 81 1 H 1 ALL N P .: E 1 400 0 663 -10 ALUMINUM ALLOY. U.O1* fi J1 12. O n Y' BT i L N H . 1 /1 1 dIM.'�LI.oY• li 0 .! 1 NF.IIOTH OF 40 K.T.,S , ' , 7. TOP AND NOTTOM 00145.0 MAY RE , NTERCH \NGen AS MLR 000/31010/15 10006010. 14. FLOOR 7104 (1455 M4Y BE;3E. OV40I�a 4T HO- STACKU1.0047!0 115. USE REMOVA c . 10*01TA *10101 A5 P RW!R0 C.1LK -NtN ANCIi095, l Pi. 7MF CE ' TA E� S'Y$TFM 7S 04 TEHTF.D WITH THE 0.0. PATENT AND TRADEMARK 079 . .046' 3.840" MAX. .125" ,855" 2 TYP.21 I .107" [Ellig 328 " {_1 w J v - -- .840" .620 O IA-OUT ALL HEAD E 7ti1 A lTi NACP SIZE 1.085" , .483" ,445 ", t6 711" 8282 .k6 9807,520; T 1 � . t, �, SIC t2 • 'T iS00r 1,1-0 c • I'2 f2. ! 11 �'^a+ irrrl055 c ''OlitSlH-A�r.-it"T° ® AD Sf -8 • . L1NaY. -. .050 3 ..1.533" 1 .0 55'• • .500' .055" - I .060' 1.038.". 025" 060" f. l ' .095 .442" 058 1.100" 11,251- _ .942" 1..1 4345" • STAINLESS 5FEEI. _ 430" .J' /S° - .420EmHOLE 1 " " . _.. ..I. ��yyl1,�ppryry a p 1 ' 1 . +.i R 0111 ,' 1 Ed ' 1 1 \195 , t. iFHALr-NE I llwLocKINR RDDI • .485" k --#f 4A � -_ - 1390'} t� . 3.245," . a - 131'ltPn. :11' - /I'6; • o • m n m .958° 317"" tt¢ a 11.410", 2.373" .. 6 72" 60, ^. -: = 7 -; 7 1;" . _= ^, - 000" 375" R �� tiJ` jI (0). 1.15R; 1 440" f l ,g 0 3 al d r I m 211 .2.« f2 t2 :_1211" - 1110" 0 • l v 345.. Z03_.O7S .E3, 1.350" . _ . p) .040M- T .2221 50' • r. --4197" 7113 -, E , 3 6 Er ' r e .37508 .425" R T15" R (5) , 2.110" , r._ on" 095 1.533" 3.283" ALTERNATIVE WALKOVER 5 LL LOCKING ARM AutINmENT INSIDE LIANOLE 1 SLOO 63)BUSHING NYLON :4 ) $HIM (NL L size t, m h - l , 0250" 0 90 op SLAT s0AL 1 ALP AT 1.250" .136" .... • 250" 1 s�,-�IOT4 �pr E�VIO r e 9 P $IZE OSraLE. HALP SIZE . 3.267 " 42 9Tt2" 1..x,05?". @ IPENTER MADE 2 mamma nom stAL6rHAL8 VS' ROCK START ESE SIFEL :060" fr.5" .050' a6_10Z6 J/ b1; J•71-f./-01/ •.. 0 9 11 //2005 05-563 Sheet 1_ of 7 BOTTOM TRACK SECTIO -._. TOP TRAP.'f SIAN VIEW VARIES - NO L C1! F R ANY ACCEPTABLE E ANCHORL �1 I 1 ! PLAN I YIEW ALT 1 LOCI,TION OF LO /KIMG ' MECHANISM A rSIDEE •• - • LOCKING' MEgCHAA ISM CAN BE 18" ABOVE •. DEN R NOT 101 NIN. SHUTTER ( SEPARATION SHEET 5 L D C TH O E B E l.E MF UTTER BLADE OR FROM MDLE WHEN MOUNTED X- / 141 • 1TYP.) (9 K MEGG gg t 71ANISM AT C CENTE OR SIDE OF SHUTTER. LOCK ry g MAY 9 INSTALLED OF SHUTTTE OU FASTENER SCHEOU t 1-1/ MAX. x1 � f. 1 -1/2 M 1° x 1" x / B" ALUM. ANGLE W/ /16 "�8 P OP RIVETS 14a 6" 0.C. 1 -L DRILL OPTIONA S /8"W HOLE FROM . • REIO `JABLEEAND BE A SSEMBL R Y Pm • 4 FIXED SILL TRU S HEAD BOLT (TTVVP.I REQLE LQQR TRACK DETAIL 8 AL 3 "- 1'- R USES MIN MESS 1en)ANO 600 L OC 41 PW -L I- a" r -o 1Q 0" • (.0 ITYP.1 6 -1/2" J POR CO WFtlRMATION C3 REFE ANCHOR SCHEDULE FOR MAX SPAEIN SECTION 3 -4y) &c3g LY -- . C AT . 11 i STRUCTURE 511)012 Are-ti OCI <u1l ••EC1IAId15t1 ,V7 rE'l (Fr? OR 510E OF 31IU1T0R LOCI( 1AY OE 'PST 111E0 Otl 2r1 /6' '115100 OR 111)1 SIRE OF 0)11111r1 i `, F FASTENER CIOR 24" H EDU LE 2" MI ORA Y ACCCCEPTABLE ANCH I. -- _..._- EXISTING / GLASS SINGLE ARM LUCK OGLE ARM LQCA N.T.N. SINGLF .00)1 LOCIOPG NECHAMISH A CEN OR SIDE OF SHUTTER. p p INSIDE OR BE UTSI05 011- 5 1) 11 T 1 011 ,tee SEE N E NCHOR 24" HEDULE t FOR ACCEPTABLE. '13)- (e) -' ill ITVP.) SINGLE qq LOCKING U Aq pEg I I SM M A ER LOCK MAYBE 8 E )1151 A OF 3 OUTWIT SALE. 9' a 1'•0• MIN. S ,ER )\$7- C}/�O 01350 Slll . • 7 .A 7/" 2^ f1AX. r 1 JINN yRSP , � Fr� 3 1DPOS 1101 n?rlAcS ", 1 P "a.a tw"t OFTIONAI_CLOSER H•19.14, r x ' I" x 1/9" 3/16 "5 POP 60151 501 REPLACE !111715 NN/ tam Qp1IQMAL C,L,OIEL4ANDLE N. T.4. JOINT BETWEEN REMOVABLE SILLS AND NYLON HANDLE )1\13111,1 74 stA Qf£(ONAL RpviovAntapoR TRACK DETAIL OPTIOEMELAN VIEW 555100 T • CARRIER 31J0HItJO • 2. 12 it ` 9/16' 0.0. x 0 F ?'• LONfi NYLON 1 1 . 093 PU SHINS f23 910 x 2" 5)15. MANUFACTURED FR011 11410117 OR 19 -8 S TAINLESR W/ XYL�y!AM 5200 FLUOROCARBON COA i 1)1 STAINLESS R . 460 - x .0 5 FLUOROCARBON HI C 009 SER K I ( gTEEL W ASHER 7 EXISTING GLASS- OPTIONAL LOCATION @ REFERENCE ANNCYHOR SPAEDUGLE FOR MAX. i EXISTING STRUCTURE P00 COMPL INF ORMATION RE ERENCCE ANNCHOR 9 FOR MAX. 9PACIN6 •8' 3/9" 0.D, x 0.90" LONG NYLON 1011011 BUSHING 414 FRC �- OHT MANUFACTURED W/ LA f,Nl3 & 5200 A x .050" TRICK 300 SERIES S LES 5 ITYP. TOP & AIN BOTSTOMT EEL WASHER SCREW BUSHING & ROLLER/ BUS ING A$SEMBLY TEALS, HALF D MIN. SHUT T ER SEPARATION FROM GSS. SCHEDULE MEASUR FR BA CK OF Ag[EFp�O!�p g24" . SHUTTER HE MOUNTEO POR A N STEN Y ACCEPTA ®0,,CLEE 2 rr S10F.' N — ' — ANCHORI. • • • • • • • • OOO • •• •••• • •. • •••••• •••• :1 .„ • .96-n10 11 . !O& _z l_2.ah • •••: nt •• • • • MI ••• • •• • • • s• •• • • • •• • • • co f ' — V.J. RI1ezevkh Cif 06 ' 3 a I( 0 / .�. _ 0 0914/20 • f _ t *OL% ILL.: « _.. I O5 -563 s 'B L 2o 7 • • • • • 5EE TABLE 2 I EMB. o . • Si( IOO - r L_ .:1 1 � ?.r B OTH AN NIOLIG FRO .•` SCFER A MAR. SA 6 §UT SPAC D NO CEEO ti CON _ 17'5 t21G CcI CPETE, 71410115Y "R `.our) o:RLCTUAE. 2Ee T.'7C:10R SrHF011LE P , TY C2 CONNECTION TYPE REFERENCE ANCHOR SCIIECUL: FOR MAX. SP ACING ROLLER ASSEMBLE[ it TV? EVERY o1'H ?R PIN • C22 C e ONNECTIO�N TYPE SCfIEOULLE F ANCHOR II O i X , SPACING 5/0" MAX. CONCRETE, MASONRY R 000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. REFS E F H R � � , , '?.c SCCH££DU{. MAX. SPACING BUT ur DO NOT EXCEED 6" SPACING 1//4 -20 MACHINE BOLT W/ 111)CONT -t111 Cowl. NUT p 12" m/ 0.C. TYP., TOP 1%2" /2" - -- 1 /2" r : ; !CON T -/ ` M TT W V4-20 W/ NU DR 414 TEK SCREW @ 12 D.C. (TYP., TOP 4 ant Too SEE TABLE 2 8I4'tifbR ,. _.. -3/16" MAX. .._. E - i -ALT. ANGLE LEG DIRECTION. 1, M •- 11i CONT. '-Iii `• CONT. EMBED. -5 /0" MAX. Ann, t�pU MAYTBE USEONII g OPIL pUU.D -OUT MOUNT SECTION ti: f CAt.el 3" . r -a" 1 /4' 1 law w� SEE TABLE 2 _. 1 w ..m r�-' DR TEK SCREW • CO 6" D.C. (TYP.1 - w aw !4 )&ts) ASSEFIBLY • a an 1 "x1"x /B" - lw E w ALUM. ANGLE I11VET1 6t" 1/4 MAX. REFERENCE ANCHOR •'��, SPACING ID E FOR MAX. /1(2 • 1/2" ROLLER EVER O PIN .(2 u 0 1/4" MAX.- EXISTING rotic9ETE, ' InSONPy 4 R ICHRR SCHSTRUCTURE. L PEE 00. E ' t w E '15 i,lt[i :OfJC 1E t 4.. 1l. ;I f. 332'.4000 3TRUC'•UR E. SCE .A N'7 tfR SCNa3 0. TYP =t 5/9' 71.17C Cl CONNECTION TYPE REFERENC ANCHOR eCHEDUL_ r0R DUX. SPACING 7/4" t1AX. 1 d J 1- W to C XIv 313120R- 4 i E 14 POP p'YET f (1 6" OC. (TYP.) - 1/4" HA X. et p- OPTIONAL FASTENER LtE(� f�F /,MrLE t21f0 LOCATION IN S Sp UU O N T s TA I CS CNN ON TYFE p F.NTER } EDGE.OIS.T4 gC M __EDGE. DISL_.., SPAaNR EDGE 015 T ' 3 1 X IST N CONCRETE, AS C RETE, M I r >7 - t/Z a ANC WOOD S CI E OI I LE R I YP . EXISTING W000 . I . TRUSS OR RAFTER I ;' CT ppC qs 24" MAX. O.C. - . _L . ACIN �' SCHEDUL F OR MAX. STUCCiI FINISH OR EXISTING (2 TYP. TOP R BOTTOM 1/2" ' Et.15 • 11 Mot. - FOR I AR?R B SrAtIS USE ^"'0 ?" a 5' AL 1/4F9 PS i2 2 5C11Ei2■1 • t T'trE t -7 42 CONNECTOR TYPE REFERENC AN . C7 CONNECTION t1PE sCIIEDUI.E run MAX., REFERENCE ANCHOR SFACIN'3 RuT 00 NOT sCHEOULE FOP MAX. E CEED 1. I /2" SPACUIC+- SPACING 1/4_20 M300INE B01. I W/ 1 a NIIT 51 iO O C. MCP' TOP 1 A. BnTT t1I tu: � ly MAX. • S10 TABLE 2_ MAX. (11107' R SO ITDM CONNEC710N TYFE REFERENCE ANCHOR SCHEMA E FOR MAX. SPACING 1t1$1 CLINE. - FOR LARDER SPANS IEEE SCHEDULE EDULE 1 TYPE CI LES 5/9" MAX, O 11 OU �$ECOQRI �C.J A � atigl 814 5MS O.. MAX. 3 TWEEN TRUSSES 24 SEE TABLE 2 1/2" EMBED. - C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. EXISTING CONCRETE,, NRY ANCHO O ANCHOR SCHEDULE. TYP WOOD SOFRT / RfOR MOUNT SECTION SC LL+, § 1 , I w -- 1/4" MAX. REFERENCE ( ANC HOR SCCHED FOR MAX. • EXISTING CONCRETE, MASONRY 01 "100 3TRUC7URE ' AtICHOR SCHF.OULE, T CP T TO 511' 4311T __ ".9/16' MAX. �:JN E, OU,T, OUNT SECTION J 3 1- - 4" x I/O" 6083 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 W000 LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD as EACH RAFTER OF TRUSS, 24" 0,C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. "1/2" 1 17, 0 1/4" MAXI _ 1/4" MAX. - ( 3) TYPE R s P1�C MGLE Ui M�10x. IMO 0 -I /2" SPACWG 5/8" MAX. • • • • • •• • • •••••• •••• • Is :r. •.a • ••• ••• •• • • •• • •• • • • • •••• •••••• •••• • • • • . • . 4 '�:'it 1777 • . . 1 c_er = VA •• • • • •• • 09/1412005 . As tun 05 -563 sheet 3 of 7 •• • • • • • • • Mali. REAM . • • JVISTJER SCHEDULER • • A DEgr iPilailm SHUTTER SPAN * BEAM li %PAN 2" x 5" Tw = .125" If F-0" 9*-5" FF-0" 10'...0" e•-t" 7 2x 8- Tw ” .072 5*.-0" 14 Fr 11'-6' r 9" Tw . o12- if ..224" 5 13*-0" 11*-S" 12'-5" 1P-2" 10•-0" • 6 • •0IP • • • • • • • • • • •• • •• • 4 • • • •• • •• • • • 3 • • • • • • • • • • • • exls TING ST i - • t N 4-1/ MIN.IP >.• 10• 41 444f4,:icle E .,4 41* • • G8firr vt ::,.. .:: flii0IST. 01 * • k • 1 . '110.1. • -, -.**N31r • .?" ••. • • • • • • • ••• • • • • • • • , • • • • •t rn*, TWO 3/0"3 Int *••[ CAUC-IN 01 J-3/4" o.C. i* W/ 1-V4 _MIN. EMBED. I IN 3 Kw calvc. rH 4-1/2' MIN -' i • W/ 1-3/6" • , pr it's.r.rm'e - 61 2.. - • RTI PfifJOBRE . - 49 " MAX. r r I/4" S063- TA ALUM. ANCII DETAILS 0/A( 1 t _.T . E07E5-1/401 THOU 1101. TS I Tw r MIN, ALUM. BEAM (SEE (FAN SCHED E BELOW OR BEAN SCRIPTION Se MAX. HRI7.0NTAL SPANS( ALT. LEG OITTECTION • n • • • ....4EE TABLE • OOOO • NAAX. DESIGN LOAF:1 PSF1 r;ATCNI SUPPORT REAM DETAIL t.„:2JSCALEI r 4 r NOTE: 1. USE REAM SCHEDULE FOR DETAILSO ANDO). 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEFT 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FFTOTI OF SUPPORT TO a OF SUPPORT. •Er. TABLE 2 Fixpy AssEmqq.) OR BZ: 8, NUT / 12" 0,C,, USI 111RU , • 1/4-29 S.S. f-IACHINE Sr.11EW 1 BOLT 1311 _ACCEss HCIL A „ SHOWN N 0 Ft 9 - r 111 z z < 9 3/16"5 POP RIVET OR OfE TEK SCREW 6 " U.C. ISO" 3. tr --r Tf AL. BEAc (SEE BEAM • DETAks .. SEIRU E AROW S I ZAX.1-5 SPANS) -- I/4-20 S.S. MACHINE SC_REW F. r :..-"'-` NUT LID 12" 0.. PROVIDE 1"9 ' _ _ ' I" MIN4 ACCESS HOLE IN BOTTOM OP * ACCESS BEAM OR USE THOU GOLT AS HOLE- SHOWN IM DETAIL HI - ro4. Att.);1, ANGLE • THREE-I/4,8 TUTU! BOLTS - ALT. LEG DIRECTION (MAX. nesttr,m LOAD PST/ (BOTTOM SUPPORT BEAM DETAIL ..9CALE, T r-4" DRILL 7/190 (nL( noir 3.m" . • _ I 11 i I 11.171 1.99" J.39' Ir i.de.. ANGLE DETAIL USING CAI It--151 ARICUR ffl - 3441.4 3".• v.. 0. DRILL 6/16"1 /90" . 3.09" 3.00" 3.99" 1.00' I_ 1 I i-- If _ _ - 1 - r - CiAl9/1.SEIT SECIION - USING ALUM, TUBE 3.09" . I ... 2.30"_ axisiva CoNcRETE MASotetY - • _ .254t C - ome RileM t ilir t ANGLE DETAIL USING rutETE-F1.0( ANCHOR (92 !RALE 3". 1 Pl. IWOOD AND STUCCO "MtSti 5/0" MAX. •- 4/0r,0 k TF. (MAX. TIEEIGHLRAG 112 914) % )-• !•-• " .:Z X (F)WAL.k. IVI0p1" $EC.T12 T ;LI. 'ilfn00 PLATE , EMBED. i. r\ PLYARD ANu STUCCO FINISH -- 5/0" MAX.- SEE TABLE 2 3h Volvt.-- 3/16 POP RIVET OR 412 141< SCREW (54' IC. ITYP./ SEE TABLe 2 \ ii) l ' . t ' 1/4-70 S.S. MACHINE SCREW 16 NUT N I 1j; li FROVIOE 1"0 ACCE HOLE CM \\- - TWO 1/6 : \ 1 4 g) 24' CE 01' Zy p404411. k t" n r x 1/8^ oR 143- ALUM. TUBE (MAX. Dome LOAD* 72 P61') 14 )4 '591 •. AS5E1 ‘;‘•• • 3/16 PM r• 6^ D.C. ITV 5/f l' 044 01. C4 CONNECTION PIPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (! 1 (14X 1 RNNIANTan" Aci-1;1 SCHEDU SPACING L 41134) '4401. , , - - AK. "- - ‘ I ., _e.„. 114 to a•si. CS CoNNEC 3 I REFERENCE ANCHOR 61131i. . . SCHEOLILE FOR MAX. SPACING rnn • L -fire RLAIE !ISE I/6 6:)04m9IsipE mo_Nrig.cri.QN AD SCREW W/ 1-1/4 PE1:1 INTO worm • r Two In-- A.S. ..A0 SCREW 24. V.E. A'L 1. Ajc. EMETRA i9-tw tN r.E1ti•EP STUDS 1/4 I1AX. -162-44 - 24 - .7: - 0 I ..‘y ffi 0 0 0 3 13 1 7.1 KilezeOcli r1.11,.,, the.1 - u I 6 k:1 7 IF ••• off:14120.05 • CM MCA 05-563 37 7 T 044X1141194 111.1.0110ARI F. ;PAN Cf".}1Fnitt.s. A n L 9 NEO. I nFsinN - L pOsArO) TYPE A ALL mull T1190 ro s mmTioPiw ZCCEP../ -) CT) (F7 - !NI TYPE 9 DETAIL cf, Oil 091 Alt W/ six ANGLF e RE(LERECI 3-314 MAX. EI.O. ITT - IN) iNTE c. DETAIL ® ocit/911.F. ANGLE RERUIRED 3_3//.." MAX. 8 It (FT - IN) reFF n O S FTAtI ( 714X. 0.41 (FT - MI 30.0 73-7 12-4 13 -1 12-7 • 38.0 13 11 -0 13 77 -2 nE slop' cp.A4,4 INSTALLATIONS INSTALLATIONS "17 1W I f " - I" MIA INN i GR 3 E IPHOW N 9 • 7 , ABOvE GRAPE ORAVE 9 - , . (INCHES! (INCHES) 5 - 0 2-7/9 1-1/2 9 - 2-7/8 1-5/8 30.9 8 - 0 8 66.0 10 - 11 9 - 3 0 - 3 9 - 3 67.3 10 8 - 3 1 - 3 8 3 71.2 70 -3 0 - 0 9 0 8 - a 75.0 9 - 8 7 - 8 7 - 8 9 - 0 81.4 8-11 1 0 7 0 86.0 8 - 3 6 - 7 6 - 7 4 91.4 8 - 0 6 - 3 6 - 3 6 - 6 100.0 7 - 3 3 - 9 ' 3 - 5 6 - 0 110.0 6 - 7 5 - a 3 - 2 5 - 5 120.0 6 - 1 4 - 9 1 - 9 3 - 0 130.0 3 - 7 4 - 9 4 - 5 4 - 7 140.0 5 - 2 4 - 1 4 - ) 4 - 3 190.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 - 6 3 - 7 3 - 7 3 - 9 170.0 1 - 3 , 3 - 4 3 - 4 3 - 6 Ft1fq14 FRUITER SEPA11 ATIO.1 F9004 511 (17 14111711/11 7417194U74 Pi PI Ratra' ar 6 11T,;(41 .05ITIvE ACTIIAL RIR FOR nE slop' cp.A4,4 INSTALLATIONS INSTALLATIONS "17 1W I f " - I" MIA INN i GR 3 E IPHOW N (rsr) ABOvE GRAPE ORAVE (INCHES! (INCHES) 5 - 0 2-7/9 1-1/2 7 - 0 2-7/8 1-5/8 30.9 8 - 0 2-7/9 1-5/8 11 - 0 3 2-1/9 13 - 1 3-3/4 2-3/4 5 - 0 2-7/8 1-1/2 7 - 0 2-7/8 1-5/8 '. 0.0 a - 0 2-7/8 1-5/9 11-0 3 2-1/4 1 2 - 11 3-3/4 3 5 - 0 2-7/9 1-1/2 7 - 0 2-7/8 50.11 8 - 0 2 1 11 - 0 9 2 12 -2 3 3 5 - 0 2-7/8 1-1/2 7 - 0 ' 2-7/8 1-5/8 60,0 J 8 - 0 2-7/13 1-3/4 11-0 3 -1-3/4 11 -8 3 3 5 - 7 - : - 9' 2 1 7 - 0 2- 7 /8 1 70.0 8 - 0 2-7/9 1 9 - 6 3 2-1/4 10-6 3 2-5/8 5 - 0 2-7/8 1-1/2 7 - 0 2- 1/9 1 90.0 9 - 0 2 1-7/8 11-0 3-1/8 3-1/8 .... . _ 12 0. i. 7-1/2 5 - 0 2-7/19 7 - 0 2 - 1/9 1-3/4 90.0 1 - 0 2 2 11 - 0 3 3 11 - 4 3 4 ------ S - 0 2-7/9 1 1/2 7 - 0 2-7/8 1-3/4 7450.0 8 - 0 2-7/9 2 7 - 0 3 2-3/4 III - 3 7 3 8 • • .4 • • • • • • • • • • • • • • • • • • • • • 0 3 5 • • • 2 71774 • - • FASTENER (10 24" 0.C. • ISE ANY ANCHOR IN • 4 _ANCHOR SCHEDULE) • . • •• • • . • • • • • • • • • • • - - • N.. ..1(0•••111,1• • ••\ • • 4) • • %. . • 4 , •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1" x 2" x I/O" ALUM. ANGLE 7-- 3 OW TES SCREWS OR 3-3/16"4 ALUM. POP RIVETS ITYP.1 YIN'. Ma" 6063-76 ALLOY-- •••• tem. rs" ALT SQLOWDSIAIL Z . I . • • • .„,„sr ANY ANCIAIR IN • / FASTENER el 24" o.r.... ___ _Ammon scHE.._E, .. 1110 x 1/2" GALVANIZE') 6145 011 3/16'0 ALUM. Por RIVET 9778" 0.C. I" X 1" It .055" 1" x 2" 1r 2" 3" lc .055' 4" x .055 119 1" nt 5" .1.125" AL. ANGLE 910 x 1/2" GALVANIZED 6011 09 3/16'01 ALUM. POP RIVET (3I r x 1" x ,o55 t ?K2- 058"i 2" 30" .055 L2 - z 4" x .0 5" -(£1.) (7) OR z 5" x .123" AL. ANGL t1 DETAIL NOM EITHER CONOITIUN MAY SE TYPICAL F-0R EITHER Sloe tto TEN SCREW 09 3/16°0 ALUM PCIP RIVET ro 24" O.C. (T YP! - TWO 1/4"41 FA 0 EIX Ae 7A9LE ° CORNER CLOSURE DETAIL /16467'r 3' ALUM. ANGLE CONT. --,-Z-7/4-20 TRUSS HEAD ,• SOL I S NU TS 14/ . 1 5 0C11 WASHERS q0 - D.C. -.4..L.T1.'7<ISTIN0 STRUCTURE • HALF OF USE MALI IR FEMALE AS REQUIRED 6 CLOSURE DETAIL NOTES, I. REFERENCE APPROPRIATE courr-iN IN TAME 1 BASED 14019 CONDITION IN FIELD. 2. FOR DESIGN LOADS TABULATED VALUES. 115E NEXT HIGHER 1040 OR LINEAR INTERPOLATION MAY 99 11560 171 DETERMINE ALLOWABLE SPANs, 3. ENTER TABLE 1 WITH NEGATIVE 06644174 1040 TO 7)319747-11749 MAX. SHUT rErt SPAN. 4. ENTER TATTLE 't/TTH POSITIVE DESION 1.040 771 72779Rt1746 min 41-441110R SEPARATION 997774 411.403. MIK SHUTTER SEPARATION FROM MASS (SEE SCHEDULE SHEET - • -- • 0.062" TNICX R 1 6 63-46 ALy&I. ALLOY 11/p FLow CONCRETE, - 1-1/ 6" 4 1. * t4; 1 37T ' RUC TURF- ' i 3.(/(10 PSI ^.011/41CREr 1 7ONCREIE FASTENER CM 3 D.C. -7 ANY SC`IE.DIAED ASTF.NER ACCEPTABLE ALTERNATE FLOOR MOUNT DETAIL, 'SCALE' 3" • • • 4 -1s13••_6. . 2:1•61-Z.• 11 r )1a7.^". ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (1140103) REQUIRED TOR VAR*OUS 0531073 LOADS AND 51.3309 FASTENER MAXIMUM SPACING (INCHES) REQUIRED Ton VARIOUS 0E6 LOADS AND :ro ar ANCHOR TYPE LOAD !WI PSP MAO (SEE 1501E 11 NI/N.3!4" EDGE DISTANCE SPANS UP TO (SEE NOTE t) SPANS UP TO THEE NOTE 1) SPANS UP 1'0 (300 NOTE 11 SP4a1S I1P 10 !SEE NOTE 1) 1'0119E07100 Ty 77 'SEE NOTE 3) C1 CPNNEC1*QN 1 503 15E5 NOTE 31 C1;C2 C3'44'43 CC/must 1 AN '•'r3 NSF.*. NOTE 31 0 .73104143 10r111F( 'MN 1 s• rF (SRF. `)0)5 3) 41 :2 431(4,05 . 15 IIr ro MP/01R 1) 430 370 "19 105 0 1790 . -; • 12 12 *2 6 5 17 '.2 -. 1 • 17 a 3 3 • 17 5 l - -- I • • :21 !L_Anft5S/5515 .• 1/4 W000 LAO W/ 1-2/4-14171. 1117230 PENETRATION SHEAR PARALLEL 04 PERP. 10 WOOD AMAIN 11ETTIPy (5FR C11C2 12 3 4 3 F,ONNP( ',PEE C2 • - ANCHOR _ _ - FASTENER MAXIMUM SPACING (INCHES) REQUIRED Ton VARIOUS 0E6 LOADS AND :ro ar • • • • MIST. STRUIL, • ••• ANCHOR PE P S P 11 4 tie P NINE 0 0 0 105 0 MI EDGE DISTANCE MIN. r EDGE D Y,' ; • ... < .: 1 r0 SEE NOTE 1) S. MI5 3 A• (SEE 1 403075 37 9'.9 (SEE Non at la (8EE 1 S•'4119 5 P' (SEE NOTE - A 9' (SEE NO)E t) . 15 IIr ro MP/01R 1) SPAN; UP 10 On non 1) (0,410rr10?, (SEE C1 1C2 a 1/OTf C3 IC 4 tC5 CONNFrr'P11 (3E0 CIIC2 4107*. C3 12 12 $ T1Pr 2) C4 11ETTIPy (5FR C11C2 •rr 731111 03 C5 F,ONNP( ',PEE C2 • - 1 Pr C5 (110 CI 17 12 17 , n•1 rvPF 13/13. 7. 11 1 :3 C rn1P@rtI0, (37F 01,02 12 72 12 13 1t6 ? 3 9 3 051. 703TE 3) [31(4;05 C0101ET700I C1 155E C2 12 10 4 3 3 1901* C3 12 77 1 • 3 3 r'CF. 1 1 C4JC5 t ;7: u• j CONN7r C1 11 e ? (!NPR C2 'I I t ;II 370 NOTE 91 C3 C4 CS • • 1 • 1• • i • • •• •• • r 0 17 1PC0 " 1301.17118EDMENT (M. 1.1011 PSI COPKASM 12.12 1z 12 10 12 12 5 12' I2 12 5 1 6 4 S 14 410,, 4 12 10 3. I • 7. 6 5 12 12 17 F7, t0 1 4 6 A 3 9 3 5 ' a a 1 0 3 9' al mimI I . 9 9 1 .3 3 4 . 3 9 '. 1 ' It (. ( 12 12 12 . 12 12 12 12 1 12 IQ 1 4 ,, 12 12 V t 4 1 IvIry.i01y 10: 1 0 141,14 ✓ V4 44 3 . �' 1z _ 1 12 S 12 5- i2 3 4 1 9 4 . • . lv - _ 1.1,. ._ a'ta.a . . 1.;.:.i a 1. 4 4 4 LL L fi.:.;41.7 7.171 -- ■ ,mim, .' ,,. 1 12 1 -1 1 6 11 6 12 7 1 9 I S 5 r 1 1z 12� 12 1 V 12 1 12 1 11 9 6 7 6 7 2 12 72 72 , 4,1plyHtly;FiT. -I-] 1z 12 12 `�''' A 12 12 T2 11 -6- fi 6 6 6 9 , 7 IlLi 7 $ ,, 73r "s 0 170 0 D 1 17 8 6 V4 001 S eel Slat lcinTAITtrw mat moo P.s.r. aware I 1:0 3. L. 41 4 3 L..' i 43 12 6 12 12 8 9 3 3 . .1 • /7 7 a 12 12 17 12 5 9 / %r LDItls 41. Int', .1....141 '0 4 1 • :AMA McEt 03nR. 2E00 ALL 7 1t 11 ' _ 0 6 • E AO'.L...,c 0 -114 KN. EN980HFN7 0 1/4-20 11A01676 Rr•REV KITH NUT MIL 1,150 M 00 PEE area, 7 1 . 3 -- - 109.0 ... .v:. 12 12 7 2 - 12 11 1 A l a,...•.im n 12 r2 ._ 1 11 I = 1 ....,... I7 4 5 . - It C C,W 3 17 IVIV: V 7 , • z c 171 F7,77.771: 77 17 A IV:= I • 12 17 12 __ 17 - 32 12 . 32 • 5 5. _. _ 12 __ o 1 7 7 _ s 4 6 4 72 II 12 _. 12 32 9 - _ 4 1. mI.I. 4 7 - 7 7 • 1 ___i 45.0 57... 73.0 105 '. r ;: a 1z 72 IViV.V.I 12 ti 72 12 12 • 1z 12 12 12 9 1. 4 13 12 72 17 12 r iM14 : 4 VI:1'1 4 .jv, 12 z 77 % 72 . 4 _ ._ a 12 . id 5 -. 10 3 2 17 z n 12 1 12 12 12 17 z 9 ' 7 O r 6 4 1. 12 12 4: 1 1F ' I S 6 c _ 4 4 4 R . t .5, m m 1 /A' x •r� Dat0L. lam P.313071[98170 10 1 L c 5 3 1 n • . • . 2 11 I 9 5 1 4 12 12 12 • v1 : • : .In ■•• g . •• , LS .0 7. 7j 0 1 0 4 0 770 0 12 1 12 12 12, 12 12 77'12115 1 7 21 8 7 l 11 8 6 4 12 12 12 1 2 1z 12 1 z' 7 1211, 910 a'9L 4 4 4 5 3 4 4 5 3 12 12 17 72 17 12 17 3 5 11 • 2 1 4 6 4 6 3 17 1 12 4 12 4 1 2 5 12 • VialV 1•■•••••■•••■•+ 11 12 12 12 12 12 11 to 3 1 1 3 17 12 12 77 12 11 3 9 1 12 17 12 12 1 2 12 12 72 72 Iv. , fnIn1,1 vc'� 4 I *. � f ii 10101.3.2100-1.1. t:ONC0EtT9 a 17 111 2 7 11 5 4 •1411 r VI 1 2 5 12 4 4 4 7 14 0 1 2 6 _6 a!al 12 4 f 4 _ 8 3 12 a 4 3 • •.0 • • E •K ••• • • • • • •• •• ••• • ••• • • • ••• •• • • • • • • • • •• • - ••• • • I. ••• • •• g • • • • • •• •wgb. •••• • • •••• • • 0 ••• • • •• • • • •••• • • • • • • • • • 1 • • • • • • 1 • cEE PAGE 7 FDA AMr.NOR 740;;5 odP -4i 2 r ANCHOR $<a4E0)I n F ' L FASTED MAXIMUM SPAQ REQUIRED IE0111 9 ANIL SFANS ust.4 • • 3CHOR TypE • 1 • • L oan IWI F3F HAY MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE S56115 Llr 10 5_0" 5313814015 1) SPANS EJn Tn B . -0 .. _ GEE NOTE 1) cM1 • • 2 '1c T17 c 3 (SEE TRITE 1 ) sc1 pc 10 7' - 0 (SEE NOTE 9 SPANS UP M T.O.. _ SEE NOTE 1) Soa NS !IC TO 13.1.. 19EE 1101E 17 Germ 71777R CN07Fr n...• (9RE NOTE 11',C2,C3 vYro 31 C CS EntplEcur., arc CII . C6 S 4 3 ]- -f i I; - . . . ES . CI . ?R c2 . . . . KITE E3 FJ . . . . . . 1 3l 1, 17 ,1 7 - " . 7 3 5 .�,_. .. ; - . r 7 rnrnmrrrn.,T 131 CnrnrVr r1 E (0.7 "OTE 3) C2j(7,C4 'S COrMKCTInN II (SIM 1(015 (2;73 1 31 CL CS TrN11E611017 TV ISFE 7t1RF. 5) t1 132 C3IC6 tC5 • • • ' _.HA4AtAAAAAEMIIV/• 1.5 17 5 . 7 _ 1 73.0 104 t 170.1 II. . - - 6 1 0 ..1 1 •- . . ' . 3 ' _ft• I 4 4 3 _ 7. /✓ 01 1.111 , 9 6 0 CIa! 3 ',,{ 3 [mIm .11 .._._ !� 9 ✓: '.., -" - 3 ' 9 3 _ 3 1 3 S. 5 ,. r ! %: r ;' 3 i 7 - 5 6 4 41 / / . ; - / `. ■ •1- :1- !I :1 / 7!e F.H9E AN9f 7/4-20 SUNLESS ''EEL 7ENE 311 45.0 73.0 765,0 17 1 1 12 LID.1 ) . 1 L.s:TTs 1 53 12 9 5 4 1 =!0 ! ,I ft lftftia 4TMI,Si 1 12 70 _ 1 , 1ft 4 . i ft In!taI 10 7 10 10 3 , ,.- ',//..././ 1 12 .11 7 ' ; 'f 17 12 12 12 t, 4 3 F .7 3 I 4 13 13 12 / 6 ;iL4c1,," f 5 . - - 'i 7 5 � .� i '� , 3 - • --- 1a 10 9 7 r, - 3 R 0 ' 5 1-1 L. 1 I 5 •]� r t _ 1 0:4i. .H=1010;0101 4 - 110111:1NtO MOTION 1/1 POWERS not AMIE:NEW EATIAt I. ft.; cv!ftl .!•-• q 12 t0 9 6 - / ' 3 ILnI,IftlEts•014,n 6 4 .- , 6 !V c.t Ci 6 � . 4 , . 1 ,7-11, 3 r- T r•5 0 57 0 13 0 12 12 11 I 4 11 3 4f ! 7!" 11 5 - r . 4 17 l 7 17 7 3 : - 12 9 3.. '1 = 44' FEMALE "ATM-NATE- >I/ 1 -1/41 13119E071E70 S V NAI:MINE 91310. YITII NUT - EEIT '5 r. In ,r0.0-11in 11 -' - 170 - - 3 1. . ._ 6 / - -- •- 4 - ' 6 6 ; ' y ,..; 17. ' '. 'i - t1 f Ril�1 1050 121,2 . - 12 1 - 2 10 30 7 33 5 /1 12 t2 12 17 - 12 10 10 7 3 12 12 10 ,i 1 5. , '0 .- 0;4101 5 4 It. I m ! 11 9 I 1 7 -� : r' 3 3 , 7 I. 1 3 7 3 4 ! ; ' /. ' 12 iZ 12 9 t7, 17 12 1 2 I0 1- TiTT „ ., r -1 1.4 I I f*••■•••1.!. 12 10 1 ,2 t 0 7 7 17 i 3 .' 1- E 1 2 - -I•lsI-AL-s-1- 9 6 C! 1,10,1a 3 4 9 EI - _ 7 ' _ 7 7.. _ 4 5 4 . - 3 r I H M 114-"1134 O / / 1/4' 7 5 , - r 11 9 3 . - / ] 1 T .: 17 E. 4 no .9 c 0 57 ,1 73 0 105 0 3 J : I1 It 7 , q7•�•�.,.,•.�•,. +,.a1 I •._•ai.yn 1, i, 1 /r• "? // p � VE FLEE EMR R6MEnT 17 t0 y 15 10 9 3 9 L !. 7 9 • • • S 5 3 3 ft 1 ft 10 6 3 4• 3 • • 1•,'!'.t, a 3 i 3 L �_ 7 4 --v 170.0 5: r 3 I, . - r �(: • , . • • • • •• • • • • • • •• • • • •• • • • 1 • •• • • • • • • • • • • •••• • • •••• ANCHOR NOTES: 1. SPANS ANO LOADS S HERE ARE TOR 13ETERMININCI ANCHOR SPACING ONLY. AIL WAe1. M T ER SPANS FOR SPECIIC LOADS MUST 9E EJMFIEO TO 1 HOSE N SN GLt N L O IN O T R pg LE p l p , PA'OE Op S pr11$�' Oq TL tEfg[ T p C[.R7 p1t a. ( EE�� nUA EIq S SCHEDULE HUtTrc' RSRA o �AN N D LECT S E 00 GR r A T E L R 3. 5 .' E E O C STIIMt�STRUTT U O R R E A PRCDRIQP kR CONN7CTION�F PE. GE E M /,. A NO4 110 SH.>.1.L 195 EVE INSTALLED IN ACCOROANCE WITT( MANUFACTURERS' MANUFACTURERS' R 5, MINIMUM E11REOME1i1 AND EDGE OIST.INCE E7/1.L!m15 HALL /IRISH OR STUCCO. 6. V AY./SO T: Y FASTENERS A1510 I1T' A OOD PRATING, '4000 W 0' D DN94141 3 5 MMRR5 NOT PL "ROOD. FASTENING TO PLYWOOD IS ACCEP TA 9LE ON1' ' 09 510E CLOSURE PIECE5 1. I9 7. , 1 N SCREWS 4 TER ITT CE 0 11 T7 NARROW 7 c NEt. 2 F STUD FRAI. FAST 3/ • ER RI/m.4_ HE 3 S � R j WS STEM 11 10 4" TUD 17.11N.) FRA ED% F 7 3 444 4 ' S0U 3P LA N 11 1148 n 5S R hi AT r 00 F Y 1 AQ 5CREb/G>HAtn l 9 174 MACHIM SCREWS SHALL. HAVE MINIMUM 0P 1/2" ENRAGEIIENT 01= THREADS IN RASE f F DEWnl, H 70 ! EITHER 6 .471 HEAD. TRUS5 HEAD, OR WAFER ; T .- DESIGNATES OESISHA f ES 4>41:7 4>41:7 CO7101TIO1(S 'NHICN !RE NOT 4C USES. 1; ANCHORS WHICH ARE REMOVABLE 9Y REMOVIlIO MACHINE SCREW. :JUT 710 16 WINGNUT '1. FOR 3U1L0 -ouJt `1011111 SEC T 1014@ ANCHOR SP AC111N SHALL VO11;Y,CEE0 9 -I;7' 71 - '2. FOR BUILT) -F11.1 MOUNT SFCTI'N(E) ANCHOR 5P4CING 57 LIOT STR:F_F17 n I1: 171• or a.6 04.7/ ^e �'vaacS �• 3 7 P _ • 0 V.) TCnrze rmrr r61 1trlghMA R1Hrm+MNa PBM11719• 2'u • 130 V F C 05 -563 511? 7 of 7 Date: 8/20 /08 Municipality: City of Miami Shores Building Official: City of Miami Shores Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 0.050" Aluminum Storm Panels Shutter 05- 0713.03 This letter authorizes STORMWISE SOUTH FLORIDA to use the above mentioned product at the following job: Name: Dennis Kleinman Address: 655 NE 97 Street City, State, Zip: Miami Shores, Fl 33138 Sincerely, TOWN & COUNTRY INDUSTJ INC ES •••• .•. .•• • 400 WEST MCNAB ROAD • • • • • • • • • • •; • FT.LAUDERDALE, FL 33309 • • • . .• • • • • • • •. • • • • • • •. • • • • • • • • • • • •• .•... • • • • . . . • • . . • • . • Shutter Product Approval Authorization Form Wise Solutions, INC Permitting Department Zoila Miranda This form must accompany the application for the building permits and shall become part of the permit documents. 1. The authorized signature must bear the raised corporate seal of the company holding the Dade county Notice of Acceptance BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 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" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision 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 revises & renews NOA # 03- 0421.13 & consists of this page 1, evidence submitted pages E -I and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E. • • • •• • • • • • . • • • • ••• • • • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • itfiANlI.Ifr�D�'UN �'. FLORIDA • : i#•TRt -D .?JE!tAO'LAR I�UAID 140 WEST FLAGLER S' 'REET,'SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • (395).37590 1, • FA4 L305) 375 -2908 • • • • S Vn i w � bw • Idinccvdedgline.com • •• • • • • • ••• •• NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Page 1 1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIr •• • • • •. ••• •• • ••• • • • • •• • 1. EVIDENCE SUBMI'1 "1 UNDER PREVIOUS APPROOA Am ®$OD.Ep:... • • A. DRAWINGS: • 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: X. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CI L- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 • • ••• • • • ••• •• •• • • • • 00 •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • •• •• • • • • •• .• • , . •• • • • •• • •• • • • • • • .• • • • • • • • • • • • ••• • • it fy Helm A. Maker P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country Industries, Inc. B. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 • • • •: ••• • • • • ••• • • • • • • •• •• • • • • • ••••'• • • • • • • • • • • ••••••• •••• • • • • .•. • • • • • • ••: • ••.• • •• •••• • • : .. ••• • • • • • • '• • • ••• • •• . . . . . • • D. QUALITY ASSOURANCE . • • ' • ' • • • .. . ..... •• 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. •• Wa.- ;4. Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16!2010 Approval Date: 02/16/2006 • • 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. • Pi 0 SEE NOTE No. 10± 12.00" COVERAGE STORM PANEL .090" ,060" SYM. 315" R Lmax. _ SPAN 7/4 -20 MACHINE 1 5'""7YP SCREW 3112" D.C. 5TUO H .375 DIRECTION MAY - BE REVERSED) 0 l LABEL LOCATION (T � (TYP.1 ` 1.01" 1.00" MIN. ,, r. .632" 5.00" MAX. 2.02" 1.525" 0 I. .090" p `2 .215 � :n -{... . -.. ..21S 1 ' T /11 1 LP TITgOUC ' C0 ( pOL O OIVISISN I POR F TF E�HIGM HURRICA �ti C I N gI 1 THE PLORIO BUILDING CODE 2004. 5. 0OF {p T f/�j��IyIE�qqq'FLOA 111p••KIO APO1M.IiTNRISgT�R C TA UvMeENNO LL COMPLY WITH ILAW CHAPTER 61310-23 6. g D D �,T r y A IF II L DAI I 4 I T FOR OR E AT EF AL ,ROM ST R G 5 8 A 5 7. T r8V /A DOC oR AI79Si (*IONS 10 y TrHESE APPROVAL T A DOCUMENTS WILL WILL VOIID L 8. SUILQING OFFlCIAL MAY ELECT ONETOPFTHE FQLLOW /NO aPTIONS'OCUMENTS, THE Al A D TIfY T F{ da� 1 F E V �� S 7EECWI QA $OOALC'pORIpTpION TO �F ,17 IENpO O FICIA a) HEN, T TH MIAMI- OA TVtik { TROLpCDIVISIOI1NppR AND ZOMS ON O "pbINN HALLCBk AC TFf 9 HU A S FOLLOWS NEI MARKING PEREPANEL A N0 SALL BE PERMANENTLY I A8 LE0 TOWN & COUNTRY INDUSTRIES, INC. ryE�S 5 M MIA NII-D ADpS' CO2UNOIVpPR9ODIpICQHAPPROV-E��Dry Lay N H o Ii 10. E MINIMU TWCKNE35 ANO MECHANIAL O T s1 11. ALL EXTRUSIONS SHALL RE 6063-T6 ALUMINUM ALLOY. 0.0 N 12.A AI U STH NN N EE S �� IL I E � 7T AsSit LE 7ENGAH DF 60 il.. C OR STAINLESS STEEL WITH � EEL 13. R AT P . O 4545 M AY DE RP O TED HORIZO N AL LHY WNERAPLICAE. EXCEPT 1' 2.02` 1.05" MIN. (YP.) 2' PR 1 O g PU ry C ' T ry WINO 4 DA0 DUltilliO CO ? W AB FO 1JO E L � A E G E S ry CR � E p1 IW g 4 (1 3. E UEES OOUHE IiNIVA S AN C COOEH NO QOVRERNWO A 517E-5PECFIC APPLICATION OF 1'F11UTTER 5 1rEMCLUDE INFORMATION SEE NOTE No. 10 O 6.000" COVERAGE I N.062 8.332" (F HALF STORM PANEL SCALE 3" " 1' -0" 886" 24" 090" TRACK BUILD - OUT F - TRACK LE : HALF SIZE SCALE : HALF 512E 1.0 3.385" MAX. .092 .177" (TYP SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE 1/4" = 1' - 0" ,Y` DDTH UNLIMITED IPERPE.NDK- dbAB.S° PANEL SPAN TYPICAL SECT DNS, . _ / 377" - TOP MOUN BOTTOM MOUNT TYPICAL VERTICAL ELEVATION '-SCALE: 1/4" = 1' - 0" \ I 1,00 VIEW N \ 650 "0 I FEY HOLE SWT' 55" `.650 "0-' • -- . - _KEV HOLE SLOT N1a 1- Q a Ja 1 510E ' PLAN ZZ VIEW ¢S. a .190" ,1 2.250" 94 ",T''P. .120" cN ° of062 "I. O 5 "I " n a i _- . . ci1 1 .375" .250" .376" O B "F" TRACK SCALE : HALF 512E 190 ti l' 313"1452".655= Me.) 0.090" P.) 315"9 315 "0 1 1/4MAX " 00" MAX. 2.250" 7 0.090" .TYP.) /4 -20 MACHINE SCREW 12" 0.C.ISTUD DIRECTION MAY BE REVERSED, • ,12 iX t N I .655" 2.00" MIN. 2 , 5.00" MAX. f�l "h" HEADER O "U" HEADER 3 a BUILD - OUT "U° HEADER O STUD ANGLE O STUD ANGLE SCALE : 3" a r -0" SCALE 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = r -0" SCALE 3" .� 1' -0" SCALE 3" 1' -O" SCALE : 3" ° 1' -0" SCALE : 3" = 1' -O" SCALE` 3" = ,440" " oa I . - 1 • I�•r 120 GA. GALV. STEEL GR 40 ° OR 0.050" 6063 -T6 ALUMI 2.00" • ' OPTIONAL LEG DIRECTION (ZAMAC3 ALLOY) KEYHOLE 0 ° F ° ANGLE - TRACK O WING NUT 0 WASHER SCALE : HALF SIZE SCALE. HALF SIZE SCALE :HALF 512E FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. S. @ 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. 15E5 ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4" MAX. 4' ` ALUM. ANGLE '- EXISTING CONCRETE, CLOSURE PIECE 1 TO HOLLOW BLOCK OR 2" x 5" x 0 x 2" x 0.125" MIN. MAX. WOOD FRAMING. .125" . TRAP MOUNT CLOSURE DETAIL ,- SHUTTER OVERLAP SHALL BE A MINIMUM OF 1,5 TIMES THE SIDE CI.EARANCE BETWEEN THE SHUTTER AND WALL •MAX. =EXISTING CONCRETE. r HOLLOW BLOCK OR WOOD FRAMING:- --- --' WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE, 1 -1/2" = 1' -0" i - ! ALUM. ANGLE \- 1� - BUILD -OUT CLOSURE PIECE DISTANCE 1" x r x 0.125" MIN. TO/ 2" x 5" x 0.125" MAX.-' EXISTING CONCRETE. HOLLOW BLOCK OR W00D FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF BUILD -OUT MOUNT CLOSURE DETAIL 1/4 -20 MACHINE 'SCREW X�0o12" /0.C.ISTU0 DIRECTION MAY -7 BE REVERSEDI 091" TYP. ri• 5 87 S63 "0 LEXISTING CONCRETE, HOLLOW BLOCK OR . W000 FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTURE ••■ • ••• • • • 0 • 1/4" •• • •• MAX. •• - FASTE ft• O.C. FOR • •• EQUAL T1 /O F.& @8"O. C. • ∎ P0R OE LOADS GREATER TAN I .!.0..SEE ANCS1 i -. S FOR ANY • ANRS••• • • •••••• • • • • mutter UEVT . • • • • 9a cam 88 Um *Whig • Mcep • Fodo es.•o 3, o3 • • • • Expiration :. o wI1Vki • o• • • • • ••• •• •• • • �;. •• •I I • • •• • • 2 I L T^ 1 s 'III E 11 d c. 5 i.:4.4'2 s 0 g °#I � ig v. r1 $ " oZ� •g° O I ail LJ_ V.J. KnIIZLvich ' w"Iwww L N, I 06/1.011 A - JX01 II iCN .T.wn6t yaM L m+ l I= vl0J 05-353 sheet 1 of 6 • •• • •• • • • • • DETAIL (E} ('PASS T 12 SEC.) ANCHOR SCHEDULE 1/4`o ITW W/ 1 -9/4^ (CONC.1 OR MIN. (BLOCK EMBEOMEN OL33 TAPCON MIN. 1 -1 / � 1g18Ltl0C 1/4 K "0 POW/ WERS ` CAL-IN 7/e EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (3.30 KB) 1/4 MIN. 2 -1/2" LONE( WOOD LAG SCREW W/ MINIMUM 1_ 3/4' EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN WOOD 1T" I I 4' 7 12" EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZING— SEE MIN. STORM PANEL SEPARATION PROM GLASS TABLE 2 REFERENCE SCHEDULE FOR MAX. SPACING REFERENCE CONNECTION O SCHEDULE FOR MAX \ SPACING `- EXISTING CONCRETE, HOLLOW BLOCK OR OD FRAMING O WALL MOUNT SECTION SCALE+ 3" =1' - 0" D O CEILING/FLOOR MOUNT SECTION SCALE: 3" a 1' - 0" G CONCRETE. HOLLOW BLOCK OR WOOD FRAMING CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. 1v N x N Q E J N 1/4" MAX. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (TYP. TOP AND BOTTOM / OPTIONAL LEG DIRECTION / C3 CONNECTION TYPE //-REFERENCE CONNECOON TYPECONNECTION TYPE ANCHOR SCHEDULE FOR MAX, SPACING 5 -1/4" MAX. Q CONNECTION TYPE EXISTING GLAZING 1/4" MAX. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL FROM GLASS TABLE 2 SEPARATION K 1 " SEE MIN. STORM PANEL SEPARATION / FROM GLASS .' TABLE 2— / 1/4" MAX. EXISTING GLAZING i 1/4" MAX \ — 1/4 - 20 MACHINE BOLT WITH LOCK NUT @ 12" 0.C. OPTIONAL ITYP. TOP & BOTTOM) LEG DIRECTION O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" O PASS THRU' SECTION SCALE: 3" ++ 1' - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING -- 1/4" a MAX. £ STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTIONAL TOP MOUNTING THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 - 3/4" EMBEDMENT INTO W000 MEMBER EMBEDMENT �. �_.r -�. / E MIN. STORP PANEL SEP. PRO GLASS TABLE 2 EXISTING f GLAZING tt 11 2" x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT -- w 4"0 THRU BOLTS W/ LOCK NUT @ 12" 0.C. ASTENER, SEE DETAIL 1�ANCHOR SCHEDULE, FOR MAX. SPACING . s-TWO 2" x S" x 1/8" CI CONNECTION TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL( - C3 CONNBCTION TYPE • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAXI 0 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) --/ 1- 1/2 "1 -1/2" F O CEILING MOUNT/ BUILD OUT SECTION SCALE, 3 " =1' -0" C2 CONNECTION 'TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER @ 6" 0.0 OR @ 12" 0 C..BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE LOCATE FASTENER I PORTION OF KEYHOLE WASHER NARROW C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O °F° TRACK/DIRECT MOUNT SECTION SCALE: 3" = 1' - 0" -WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL PACE EXISTING STUCCO FINISH OR QL f W0O 2 SOFFIT • • • - 1/4" • • • MAX. +t 1114x 3/4" I. { TEK SCREW `I' Il [p 12" O.C. +F a BETWEEN 4, TRUSSES •••• •••• • •••• • •• ••• • ••• •••• • • • • • • • • 0 00000 • • •• •• •••••• • • • • • OX 1 11 V.J. KOexevich YaYnwn0 rammer • ,fl ( Xenia N., /.' 14981 oo K J 1005- r i• • • • ••• •• § • • I • • e !Roma REVISED • • • • I I , t t r 1 , A�gtnxw�p 07� JfE;" •• 1 ipi.% • as:101ti1 (I w.a» .lcP' m1 DaE(pr� • �- - ---• DIv1/�R Nw t vEC 1 w m. 05 -353 sheet 2 oP 6 ••• •• • •• • 1•• • • •• •• • • •• • •• • W000 ROOF TRUSS OR FRAMING MEMBER - .., EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZING—. 1 " OR 1'x6" .062" CONT. ALUM. TUBE (6063 T6) GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1- 1/2 "1 -1 2" x 5" x 1/0" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. \ \ EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING O BUILD -DOWN / BUILD -OUT SECTION G SCALE: 3" = 1' - 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING HOLLOW BLOCK OR W000 FRAMING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WUH AN • h • HEADER OR • U • HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT K SCALE 3 " -• 1' - 0" -ONE I / 4 "0x MIN 5" LONG WOOD LAG SCREWS ipt 24" O.C. MAX. WITH 2-1/2 EMBEDMENT INTO WOOD MEMBER TWO 1 /4"•x MIN. 4" LONG WOOD LAG SCREWS at 24" 0.C. MAX. WITH -1/2" EMBEDMENT INTO WOOD MEMBER 1/ 4" a 4 M TX. #14x3/4" via 1/2 "PLYWOOD --\ TEK SCREW Vi 0 ° u w c- EXISTING "-. . " - —._._ ---- TRUSSES xx GLAZING 11.11 o TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL W000 LAG SCREWS 24" O.C. MAX. WITH -3/4" MIN. EMBEDMENT IN CENTER OF STUDS TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 2" x 6" P. T. CONT. W000 BLOC KING - l') - 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x 125" SQUARE SCREW HEAD 5/16" I.D. AND 1/2" 0.0 x 3/10 MINIMUM NYLON BUSHING OR 1/4 -20 4'- 1/16" NUT iGAL V AI ', ' -ZED) MIN. O s-TRACK ASSEMBLY - (BLOW UP) 1/4" ® CEWNG/BUILD -OUT MOUNT SECTION H SCALE: 3" _ 1' - 0" C5 CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EExx0STWG SPACING W000 FRAMING CONT. 3" x OR 4" x WOOD FRAMING REQUIRED USE®JOR WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x.675" x .125" SQUARE SCREW HEAD - 46 1 MAX. /4" 1 /4 "Ox MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING -FINAL LOCATION OF STUD EMBEDMEN EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 M C -TRACK ASSEMBLY (ISOMETRIC VIEW N.T.S. 1/2" 0.0 x 1/4" I.O. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT ITYP.I / TWO 1 /4 "Wx MIN 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" O.C. MAX. WITII 1 -3/4" MIN. EMBEDMENT / INTO EXISTING STUDS 1" x 4" x 1/8" x CONT. ALUM. .. TUBE _ #14 ;CREW TEK SCREW @ 8' U.C, ,,1/4" MAX. 4 1/4" MAX. `' C5 CONNECT ON TYPE \ REFERENCE ANCHOR SCHEDULE FOR MAX. \SPACING O BUILD- OUT/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" •••• •• • • • • • •••• • •••••• •• • • • •• •• •• • • • • • ••• PROD REVISED • 0l ag wNh 1116 WW2 ••• ao1d61*gdingLoda • • A¢4cp51, s $05-• 3, 03 • • Exproda•Os TY 11:6 • OD • � TA10 ' i Dirbiuu •• • • • •• • • • •• • •• • • •• •••••• •• •••• • • • ••• • ••• • •• •• ••• • • • ••• • ••• • A EMBEDMENT EXISTING GL AZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 Is ,;GE 'I E0. \ M h O �L x m 1 j0. b 1/4" MAX. 1/4 -20 S.S. BOLT 0. NUT @ 11" 0.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE co CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. iSPACING E R -CS CONNECTION TYPO REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX. z � EXISTING CONCRETE. HOLLOW BLOCK OR WOOL] FRAMING O WOOD CEILING/ INSIDE MOUNT SECTION SCALE. 3" = 1' -0" 1/4 -20 S.S. BOLT & BOLT & WINGNU @ 24" O.C. ITYP. 20 GAGE STEEL BENT PLATE OR 2"x 2 "x1/8" 6063 -16 ALUM. BENT PLATE 1/4 -20 5.5. BOLT & BOLT & WINGNUT @ 24" 0.C. ITYP. 20 GAGE EEL BENT PLATE OR 2" x 2" x /8" 6063 -16 ALUM. ANGLE EXISTING BAY WINDOW MAX. 1" OVERLAP O (PLAN) TYPICAL CORNER CLOSURE DETAILS AN) SCALE 1 -1/2" . 1' -0" EXISTING W000 FRAMING 2". S" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING EP.B- I w EXIST I'.(, GLAZING -- SEE MIN STORM PANEL SEPARATION FROM OLASS, TABLE 2 E XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING - b 9 EME1 2 1• , " 2 " -' I /a .. 0.055" 6003 -16 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL- WALL MOUNT 5" x 2' x 1/0" CONT. STUDDED ANGLE (SEE SECTION TI---- • - © WALL MOUNT SECTION SCALE; 3" . 1' - 0" TWMOW 1/4-20 x 1" MACHINE SCREW STuD WITH 12" 0 C (CONNECTS To ADJACENT PANEL II . PUNCH 1/2" x T' MOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE ! PANEL OVER EACH ADJACENT O PANEL AND FASTEN WINGNUTS I ) A 7" OVERLAP FROM THE INSIDE ®TYP. -\ O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N. T.S 1" 9 1 "" 2 " I2 x 2 0.055" 6063 -16 ALUM. TUBE 2 "• S" - C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN —C1 CONNECTION TYPE REFERENCE ANCHOR 1 2 .SCHEDULE FOR MAX. SPACING CONNECTION TYPE EFERENCE ANCHOR CHEDULE FOR MAX PACING " WDE NOTC /5 ITYP. BOTH DES) 4 La 4 03 Q 1- -1/4" MAX. EXISTING GLAZING - 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR .\ WOOD FRAMING CONCRETE WALL MOUNT/ BUILD OUT SECTION E, 3 V- 0" aL 1/4 -20 STUDS Ca 12" 0.C. O INTERIOR FASTENING ANGLE ASSEM =LY SCALE, 1 -1/2" . 1' -0" P-RaiL NOT& THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. .4. • -NUN •STRUCTURAL FINISH MATERIAI BRICK Ok W000 •• - 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING II -I. I� II —II NON- STRUCTURAL • FINISH MATERIAL 3/ 'P HO FOR C FA TEW ANEL N • •••••• •••• • • •••• (MAX. PANEL HEIGHT a 7' - 4' & MAIL DESIGN LOAD _! 2.00 P.SF.) • - • • • • • • •• •• •• I 05 -353 sheet %, of 6 ! •••••• • • • PROOUCP REVISED • I • • • alma 18456 Madan ...17 -0. 3I • A10gp '1 • • . • '+J • • Eaplmllua 041. - L/ o : • • . ,. °,. 06/29 / U0s • • ] • B T_ .4. ..4 I((ns NO1k0]i ' 1106I DHu " OC/ CSSIAII la b II .LAsmy N l GF.•Waa 0w v AAICHOR SCHEDULE FASTENER MAXIMUM SPACING II REQUIRED FOREARMS 0E5161'4 LOAD _ ANCHOR TYPE ANCHOR 111 MIN. 2" EDGE DISTANCE tdMI. 3' EDGE DISTANCE SPANS CONNECTION C1 (SEE (SEE C2 UP NOTE TYPE NOTE 3 C3 C4 C5 CI C2 I C3 C4 C5 SPANS CONNECTION Cl 12 SEE NOTE SEE NOTE C2 C3 UP TO 1) TYPE 3) C4 C5 SPANS • . 2 6' -0• ME I CONNEC' P5 (SEE NOTE 31 C1 [2f C31C4.C5 SPANS CONNECTION (SEE C1 C2 UP 8' -0' ' . 1 NOTE 3) C3 C4 70 _ ' C5 SPANS - 1 12' 0" (.SEE ■ • - 9 NECTION SEE NOTE C2 C3 UP ' TYPE 3) C4 •� C5 . FI = - � „ (� ar i a EMBETgpc 1- 3/ `"M1N DMENT ... . - [! 9 a 43.0 14 14 I ' 14 14 9 10 14 14 8 8 7 14 14 14/14114 11. 11. 14 14 14 14 12 4 1148 14 6 12; 3 10 9 6 1 .1n ' N 50.0 14 14 14 14 6 5 5 1 14 14 0 3 7 6 5 4 14 [14 14 114 1 14 12 12 10 7 4 4 72.0 84.0 14 ® 14 14 14 14 12 14 12 14 14 12 '12 10 14 14 6 8 8 9 7 14 14 4 6 5 3 5 4 14 i4 14 9. 101 9 14 14 ®4 12 7 6 no 5 14 m 12 12 3 3 6 5 150.0 fi7® 3 5 H b1NI 4 Y 50.0 S 414 I.E31111 11E10- . %T E A. EA. 0 g•qVtMU1 5[F WITH LI 43.0 5 4 12 3! 6 1 5 144 14 * 1,1 P5O MD C M1a pp EE11 LL yy 11 77 {{ wgg US& m EwTEEL e:: •eZ1 43.0 r Wrap' � piF�I/IT//C � 14 � 1 / 2 / 3� � /rep 50.0 �/�� yf �� e.' . C 14 14 14 14 12 i4 1 . 3 10 14 MHO 10 14 12 14 �u Y Y Imp 72.0 14 50.0 7 8 7 12 12 rAm 777 ram' 14 14 ;- 14 14 7 9 12 7 720 �/� gria r � 7 14 '. 14 7 7 9 7 12 12 3 6 5 9 7 4 84 0 I ' 4d S 0� r� 5 7 G 10 10 LR, i�� I� Ivfml 9 1 7 , //. 4 Him 150.0 !/.IJ A � 4 3 9 7 9 7 � !!1!.. ii j 1111U1OH1I 1( UII 11 > 7 7 L fkritL aE - 4- 20M ".A 1./ , � - 43.0 50.0 12 12 12 12 12 12' 12 m 10 12 12 0 ® ®e ®® ®� 12 12 8 10 0 12 12 12 '. 12 8 12 ' 10: 8 12 12 no 1 12 r ' 12 12 6 gm 72.0 ®® 9 10 12 ® 7rl � � 7 6 5 5 12 12 g Of , ]! 100 00 84.0 .0 12 12 6 B 7 14141 8Y7 7 12 0V 5 4 MMEIMMEM 0[ 00 ®© 6 0 12.12 © . i� -�v A -, 41.16i.L1 t) 4 1 /4 "�ET[ % PLE � e P1B N W7 . _ ' M® m 14 , 14 14 14 ® m� 14 14.74 14 14 14 14 �0.111:1311M11113 md__ ®® fii m [�� ,y� "•5 1 � " "mmi �• klfr•{f E� =mu 8 � � Pj � SOY■ � p i` � • � 57 u � • 14 ]00 1 2 3 u an 14 ®ice 14 Cn.Y 14 9 ® 14114. 14 ®� 19 E. J ®nmm000 10 8 14 13 outs arm t i �" 12 7 nu . 13 9 7 14 13 .1111u lu (1 . 1 ..111 _ . 1/4" ELCO ��ppP[DNI•I 1-1/2" MIN. EMBEDMEN( :. , • . • ,!;:3r no cii 14 14 14 14 14 mm 14 14 14 14 14 , 10 9 ` 13 11 13 QQQpm�� R '� alm gm ® 1 4 14 5 0 11 11 ' 3 6 5 014 n 14 • � 6 • 14 DES g 11 11 6 5 NIJ m L 8 6 ICI 4 3 14 14 10 14 14 8 8 5j %' 11 9 14 14 ©� 10 � ©O MCI EMI 14 14 8 0521121 © . 8 8 9 fetnnarr • 5 6 greo0 na 3 12 12 �INI NI J 10 , m�m // I"' 5 4 10 8 HOLLOW CONCRETE BLOCK 1 �1111ii11.11111iml1ll 7 np�p tl yI 11;n1 . EMBEDMENT _ 43.0 ) 1 loom 84.0 150.0 14 13 Om 7 EI0��7 m© ©©OE�i©MI ®m 14 10 8 LI �r�j] M©© r!N © U� " . 14 14 8 7 mama -r 3 9 ©.� 4 © MIS O r ar. ©g © re• Fir IM ' O � 4 IUrtitJI/ � /r B 4 MrAM ICI A©© • � - / • al WAIN qq R. � I,a.'ut., 10 p . 1• 1 " 1 / ., ACH J !1 C 'Fy 1 o L, 50 X i • rroo `/r�_ � , A a �/+I 8 on 7 1 KM' / / ' . F � `- % II%` % 5 '411 4 5 r �/ I I II , i I ' e lEIM 8�lyE S • 0111112111111 1 111111 Ill'1r 4 i■R 13 402 4W.- FEMAL g �I Mkq E�" Yf4121TTA WIT no BEEHBE ' 12 12 0 011 1 2 1 2 11 9 1 1 12 JIYI 50.0 tam 12 12 i�•i© • © ® 12 12 10 8 1 1 2 10 ` 72.0 84.0 12 5 6 9 fl f 12 12 5 7 5 10 10 7 13 ••tilei® 13 AI �l7 4 3 7 El 12 3 5 Y 8 p m© i/ ©7 0D O©RVIM 14 m® 44 6 14 4 11 mmmiia V' '� t © 7 rii• 5 A 3 7 OEM Ura EMU ! mum um 43.0 14 mmQOQ 12 •12 I , 50.0 14 m m m 11 14 14 14 12 14 14 77 ri .141 1 T 11 , 11 3 ( 6 1/4 "t itili TENT FLEX 7 AT 74 ' 74 8 8 6 o � � © maw mom It m m 9 . 6 /� 8 84 0 4 . 3 mu 9 7 7 6 B BrAMIEI 150. '''��// 00%0U . ' 3 111111511111111119110_ - LCp ��qq C(A�NN 17 j/C E MIR. EMBEDMENT 43.0 50.0 14 14 1C 10 13 13 13 9 min Pia 4:1 Ylm 11 11 6 Q 5 © 14 m 14 13,10 14 14 12 12, 14 14 , 14 1 i! 8 9 6 , . PM 4 3' 9 9 3 4 � cr � © 6 / ii L. 1m 12 10 12 4 7_i 6 8 8 5 4 72.0 10 3 6 , i 7 7 l . 4 9 I 84. �/ � �6� 4 0 F d mirenPfl 150.0 ►P'/ •�8�r fl . II 3 6 4 X 4: 3 6 4 L El" El" ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONCNES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS - ANCHOR TYPE LOAD (Wl 1.5.1 MAX (SEE NOTE 1) MIN 3N4' EDGE DISTANCE SPANS UP TO 6 (SEE NOTE 1) SPANS UP TO 8.-o.. (SEE NOTE 1) SPANS UP TO (960040101) CONNECTION C1 (SEE NOTE C2163 TYPE 3) 64 65 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3 C3•44 C5 r aooM 2" MIN. �, 50.0 50.0 14 14 141 14 14 14 13 11 19 tU 14 14 14 14 14 14 9 7 14 14 U� ----- '1� 1ib�l�grily1�4U•,- .aS.�Fr�U� yC y/ NOLp,NgG EM O AR „4p.4,LE` 0R ERP. 0 W000 GRAIN 8 7 14 14 72.0 14 14 14 8 } 7 14 14 6 5 5 14 14 IJ J IJ J 84.0 14 141 9 7 6 4 ' 3 14 14 14 14 N J LL :L 14 14 14_ 14 150.0 14 14 4 * �.f 1lg5lll!lii21188 1/4 �516 60A E l \\,�� ' t S gE H p p, 0 5 gEW T6EL 43 0 14 14 14 / / / // / /� 13 11 13 7 �� /. � c�r i /„ ��i E TIOD:NIN:NI 1 0 , 10 : 414 4, 5 0.0 14 14 14 11 4 41' v'ml /'Y�7 H b1NI 4 Y 50.0 S 1k iF F 1/ j I.E31111 11E10- . %T E A. EA. 0 g•qVtMU1 5[F WITH LI 43.0 14 14 144 14 14 14 14 11 9 8 14 14 L ; N•m mlml 50.0 14 14 14 12 10 14 14 7 8 �u Y Y Imp 72.0 14 14 7 8 7 12 12 9 777 94.0 14 14 5 7 A 4 6 3 10 9 10 7 •� 150.0 9 7 6 ANCNOR NOTEE: �{pyy pp� �p�{ p�7p�y�y�N pp 9. &STORM PANEL SPAS FOR SPE& E LOADS fMUSST' EE ITEO TO TNOS •II • •• •• • •• •• • • • •• • •• • r> •• 0 a 0 E- O W 2 EQUAL ANCHO 0 7 T YPE A E f p D ISTANCE. S E L ECT S 10 LOAD THAN OR THAN OR HE IV AL TO SHUTTER SPAN. ON SHUTTER AND SELECT SPAN GREATER 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. REFERENCE ANCHOR SCHEDULE C CONCRETE, ANCHOR TYPE OR ED ON FRAMING. EXISTING STRUCTURE. S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINI5H OR STUCCO. 7, VARY. FIELD THAT FASTENERS ARE INTO ADEQUATE WOO CONDITIONS MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTA•I E ON1 FOR SLOE CLLeeLOO1Og,S'URE PIECES. • • • a. EH DISTANCE S01 6 p q E ENTE ACCEPTABLE R MRORMOII�r A NALF RM C ` T S MINIRv. O Z D•ST U O AA.t E t l WOOD PHILLIPS PAN HEAD OR HEX GR A T E R DE LAG CREWS • F • L�Ii7tVE 9. MAC1IRE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT O IHFt *[lie IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD, TRUSS HEAD WAFER Iy HEEAD (SIDEWALK 5047), U.O.N. • • • • • 10. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACC RI: 5ES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REt1 '»•1•.W1INE SCREW, NUT OR WASHERED WINGNUT. • •• ••• • • • •' a 2 S PRODUCTREVISED • • • • •I• P R • • B%M)n3 Cd+:wRE t>ag j�'IurWB • • • •'• • Accc94wce 1''f9' - 0 I ?. o3 • • l � ` 1 • • • ' • • • E.Pko049Da16 1111' 010• • J - 06 / • D I .I.. • '. 4' • • AS HU1L11I� • • Ditdst6a l ryw _., d LN V.J. KNeievic)l Y,ulmywW 6sy„ma FL l6a'IC flu 14•1 1 05 -353 ( >Heel 5 u 6 ~. •••• • • • •••• • ••• • •• • tr • • ••• • • • •• 11 I" 4 0J W N MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (N IP A F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP FOR ALL INSTALLATIONS LESS 1HAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER 1HAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 50.0 8 -8 3 2 -1/2 3 -1/4 60.0 70.0 8 -8 3 -sue 9 -5 5 _ _ - - -. 4 -0 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80-0 4 -0 3 1 -1/2 8 -4 3 3 50.0 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 TANZ.1 MITER 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WINO LADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2 FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE' SPANS. TAKL€3NOTt 1 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. r MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD IP S.F.( 40.0 450 50.0 55.0 62 0 65.0 72.0 75.0 80.0 90.0 100.0 '110.0 120.0 1300 14. 0.0 150.0 160.0 170.0 180.0 190 0 200 0 210.0 220.0 230.0 SPAN FOR NEG PRESSURE IFT - IN) 12' -0" 11' -3" 10 -8" 10' -2" 7' -4" 5' -6" 4•-8" 3'- 10" 3• -8" 3 -5" 3' -3" 2' -10" SPAN 908 PDS PRESSURE 191 - IN) 10' 1" 8'. 11" • 3 -I • ,10" • •.•1• 2'4 • •• •••• •••• • • •••• •••••• • • •• •• •• • •• •• • •• •• • • • •• • •• V.J. Knezevich P"a..aua.a -m•, II I lfuu.I .1y atIOYet • • • u •• 05 1 6 of B, •••• • • • • '••• • • • ••• 0••• • • PRODUCT SEVISE • • • I . • • as cunlp(7G+0 aii8 OW PWt1•t • ••• m r 8 •••• 14619.144 CNN • • _ Auspatuall, • o . *so • �; • e, u Batt to • • . •••••o / Of, • • { r �, " � • 06/29 ,1005, • Mug ' , • •F ...C6nGa3 @ s • • NU .(" wli .. 51.89111 - Cn�p �raa.�a si