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WS-12-223Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174666 Permit Number: WS -2 -12 -223 Scheduled Inspection Date: July 11, 2012 Inspector: Bruhn, Norman Owner: LARA, RALPH Job Address: 921 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060340240 Phone: (305)597 -7797 Building Department Comments INSTALLATION OF ACCORDIONS SHUTTERS 22 AND 1 CLEAR PANEL Passed -frAd Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 174153. CREATED AS REINSPECTION FOR INSP- 169771. Install shutters for inspection. NB Panels must cover entry completely. NB July 10, 2012 For Inspections please call: (305)762 -4949 Page 26 of 39 3�a a I ��.— U1 B ILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 3 tom® Master Permit No. LICATION fry tir I4AR 1 4 2011 Permit Type: BUILDING U ROOFING o-� OWNER: Name (Fee Simple Titleholder): KASVd iU A, L A kJ Phone #:c3� '7S1� `577/ Address: gal flfl �no // Jc t City: tv\ 1 & Iv . t Sh D .s State: I' L Zip: 33 l 3 S Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 9l 1 k) E eig St City: Miami Shores County: -3a-o6 Folio/Parcel#: 1/ ' 0.210 Is the Building Historically Designated: Yes Miami Dade zii\ 35138 NO Flood Zone: CONTRACTOR: Company Name:,5 &iiti fL Address: (3®« IUCU 1/S ' j�`i/o' Phone#:,9 as--5-77 7717 Zip: 0SY Phone #:. s �7 °%7-/�� Certificate of Com etency #:C& . 151 / 3'%a a 7'� 7 '9 7 Email Address: G Dia.2-05ToRtywisesharrersQui4 City: ©V a.. Lo cKK,._ State: FL. Qualifier Name: Com/ / L(i Li/ �0-7...- State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 7 ' Square/Linear Footage of Work: Type of Work: ❑Addition Description of Work: Grp,t Vam i Z��- 1 eQ1� 9eur e 1- ° pen; nV5 C I suor ope.(ng &-1 ®Alteration ❑New DRepair/Replace ODemolition 1.15-1--a_[-Lack o k) I\cca r-- ► o n's 5h(,1 r7 i<s X0rea n� Submittal Fee $ &l 0) Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 309 • 1,0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State " Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o _ . _ posted notice, the inspection will not be approved and a reinspectiQn fee will be charged. Signature OV •Yw .i Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 [Z,, by 1.<6.16 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: �v Sign: Print: My Commission * * * * * * * * ** Signat trac The foregoing instrument was acknowledged be e me this day of 3 /i , 20 /®Z , by C2Z%4I LO D i ct z who is personally known to me or who has produced °-'° as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C ****************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk I STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REL./ CONSTRUCTION rtmusTRY LimaIme BOARD 1940 NORTH MOO 2 2TOUT MIL YAWLS SEt 32310 -0783 DIAZ, °AMMO BTORMNIRE SOUTR FLORIDA INC B01 xELL REY BLVD APARTMVNT 2608 MIAN4 FL 13131 Convratutationsi Wit c this licente-you becorna.one of the noarfy one million Rork:l(ana fend by tho Department of liminess and Frofessionai Reputation. Our profeetkinaie end businsesee (cape front artilitacts to yacht trroiters, fforn baxe, ID beiteque r-d-ttetsrarils, and they Itesp.Fbrldes efzuToorly airccp. Every day %toe work to improve the wey we do business I eder to sante ViSil boiler For information about our setvices *we fog ontottowwinlySoridalloenstkoma. Tyr you CM find mare information about OUr divielans anti the renufailone • impact yo1.3, subsoribe to 41epartrnertf newaletters and t,arn more about the rispartmanes finklattves, Our mission at the Department Is: License Efficiently, Reguleig Fly. lAte Constantly stgrivs to serve you 0.011si- so that you con aente your customers. Thsink you tor doing business iri Florida, and conoratulatione raw new fidendel T 11050) 487-1393 A C# .5E7.7 STATE CM PLOW* OW1511342 plimprmge AND Itbalaihri0144 ...611-011410 100007228 2 DETACH -ERE STMSa F itkiftinA C rm. iii Lf i.4A a proisottw. Ain 31, 3012 tafit-70206999 !Yj i0711 r.100702-00999 I hititflh,Pir.:* ; !ItitCli.r.1!. 17 02 20 The 9gibutr,a4 Ittstgieli AURTIkLitti thif.diet khat Og'ovtirtitaro• C Exp'iratsi on tUt. be 4 SeLTO 94- JmoRTrazwc. SLIM S 3131 DISNAYAti REQUIMX. . MIAMt -FADE COUNT • TA "COLLECTOR UMW FLAGL•°ER ST:. tstn FEOOR? MIAMt,.FL 33133 591771 -2 BUSINESS NAME. / LOCATION STORMWISE SOUTH 13015 NW 45 AVE 33054 OPA LOCKA 2111 LOCAL BUS1NESS:TAX RECEIPT 20t2 MiAMt -D ADE COUNTY - -STATE OF FLORIDA.,1. EXPIRES. SEPT:,304, 2412' MUST BE DISPLAYED AT PEACE OF BUSINESS, PURSUANT TO COUNTY CODE CHAPTER 8'A%.- ART:. 9! & i• THIS IS NOT A BILL — DO NOT PAY RENEWAL RFCEIPT NO. 6173017 STATE* CGC1511342 FLORIDA INC OWNER STORMWISE SOUTH FLORIDA INC Sec. Type of Business 196 GENERAL BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIF}CA- T}ONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 09/01/2011 60000000177 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 1 DO NOT FORWARD STORMWISE SOUTH FLORIDA INC DIAZ CAMILO 13015 NW 45 AVE OPA LOCKA FL 33054 }11)11 }l iII tl)i,1 }�}3l }.13513 }�i }�I1 }} }11)1}1111))I-) IN l! ■ 0172t-'12 12:38 HM- Co • mom NY_N O D� • T -689 P0001/0002 F -803 CERTIFICATE OF LIABILITY INSURANCE DATE (MWOOPPe Y) 01/20/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE Chat it-ICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL. INSURED, the policy{iosj must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endotseraent(s). PRODUCER Procom Insurance Underwriters 4909 SW 74th Ct. Miami, FL 33155 Phone (305)740 -4460 Fax (305)740 -4469 INSURED STORM WISE SOUTH FLORIDA, INC. STORMWISE PRODUCTIONS INC. INSURER C • 13015 NW 45 Ave. OPA LOCKA, FL 33054- 305 cONTAcT NAVAL rate. Na. Ex : ADDR SSI DANTE RUBIO INSURER A : INSURERS (305)740 -4460 algalamirazzprocomcarp,com INSURERS) AFFORDING COVERAGE WESTERN HERITAGE INSURANCE CO, 1A No), (305)740.4469 NAIC It INSURER. D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: - REVISION NUMBER: THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDMON QF ANY CONTRACT OR OTHER DOCUMENT WM-I RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, L R I TYPE INSURANCE !ADDLBUBRI POLICY SFr POLICY6cP, I xr�uvVD' POLICYNUMBER 1Nl (MWDDIYYYY) GENERAL LIABILITY ❑ COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE ® OCCUR • 006D, A I ❑ GEM., AGGREGATE LIMIT APPLIES PER ❑ POLICY ❑ PI1R T ❑ LOC AUTOMOBILE UABRITY ❑ ANY AUTO ❑ AUTOSS ❑ SI -TILED xo ❑ HIRED AUTOS ❑ AUTOS x -0WNED _IQ Lt i ❑ UMSRELIA LIAR ❑ OCCUR • ❑ EXCESS LIAR ❑ CLAIMS -MADE ❑ DEa Q RETENTIONS WORKER$ COMPENSATION AND EMPLOYERS' LIABILITY Y 1 N ANY PROPRIETORtPARTNER/EXECLITIVE D FFIICaERI DE E R XCLUDED? I I N I A If yea, describe Under DESCRIPTION OF OPERATIONS below SCP0874605 01/13/2012 01/13/2013 LIMITS EACH OCCURRENCE 0AMAGETO RENTED PREMISES (Ea occu rerncal $ 1,000,000.00 I $ 50,000.00 MEb EX? ( A n y or■t parairl $ 1,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 GENERAL AGGREGATE $ 2,000,000,00 PRODUCTS - COMP/OP AGG $ 2,000,000.00 I$ igtvrasrrGtE -LIMB I $ BODILY INJURY (Per person) BODILY INJURY (Per accident)' $ PROPERTY DAMAGE (Per smarm $ T EACH OccuRRENCE A CONTENTS SCP0874605 AGGREGATE 1H-11.0.1 WC STATU -� ❑ 0 - L EACH ACCIDENT LS EL. DISEASE —EA `EMPLOYEE $ 1 EL DISEASE - POLICY LIMIT I $ 01/13/2012 01/13/2013 j $ 200,000 - SPECIAL - RC- 80% CO -INS. DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES {Attach ACORD 101, Additional Remarks Schadule. W mere'Space is regulrvdi A AOP $ 1,000 DED.; EX- WIND/HAIL CERTIFICATE HOLDER CANCELLATION MIAMI. SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES ,FL33130 FAX 305 - 756 -8972 ACORD 25 (2040105) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE Wr31i THE. POLICY PROVISIONS. rAUTHORIZED REPRESINTATtVE DANTE RUBIO ®1988 -2010 ACORD �= T • RATION. Alt rights reserved. TTTe.ACORD name and logo are registered marks of ACORD A RECORDED COPY MUST BE POST 3 COMMENCEMENT N T INSPECTION 1 111111 1 1111 11111 I1111 1 1111 11111 11 111 1111 11 11 ! 1 ;0 i PERMIT NO. TAX FOLIO NO. 1 H 320 -031- aV D i~ eI r7�/� •9 '599 4 (iRsff RECORDED 01/27/2012 10 :12:00 STATE OF FLORIDA: HARVEY RLIV'Ihlr CLERK. OF COURT MIfiNI-DADE COUNTY? FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notic'e of Commencement. Space above reserved for use of recording office 1. Leal description f property and street /address: t 4 �' tt r re " C P a /`'f —33 20 f /5 k.i •P %f% La7' /( f Ai i70 %2..) /u 99 ra.1r 5J or--e r5 FX 33132. 2. Description of improvement: A ? ,5.1ci 1. ‘NlApu*:■ 2i }J f\C n rc o O hS Sal (Me-es an aI ear Po 11 €L • • 3. Owner(s) name and address: \`{�,C't • ot:,,t:L Gc.. Interest in property: k 00 % OW r" t Name and address of fee simple titleholder: _ 4. C ntractor's name, address and hone number t . u ' + L 1- 1 $ 15 C1s- -51.1 _ �� - �� Qcal.ocKck_ F-k. 30.5-1 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ -6 :tender's name and ddthess:, 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 gat Nr 9981- Kaki shores F.0 X3138 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. r� Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AI- i bR 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 BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of 0 -,. .-r(s) or Own s)' Aut +rized Officer /Director /Partner /Manager Prepared B ,'MA P ' A. 4 # , A„ Prepared By Print Name r� 211/5M11111 • , r - r Print Name Title /Office MAIM <' • Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this pt.(� day of C.{N UlC�ri By C"l W 0— t� ❑ Individually, or ❑ as for ErPersonally known, or 0 produced the following type of identifi ation, • al., _s Signature of Notary Public: '� + : 0'.— 0 W , (SEAL) Print Name: K ,t c = = ` `c, IuRrGME"4 EE 155207 2552, 2015 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. Signatur B 123 1 -62' -AGE 3 3t10 of Owner(s) or 0 1. er(s)'s Autrorized Officer /Director/Partner /Manager who signed above: By Permit No: 12 -223 Job Name: February 8, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Identify the openings to receive accordions, clear panels and galvanized panels. 2) Provide the PA for galvanized panels per layout sheet. 3) Provide an updated application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Sales C tract Field Engineer: t$` Property Owner; Job Site Address: C2.\ I \.- ., r. S7-\N7_5 • Home Phone: c`J °� ` `� �. DATE: CeII #: $ , COLOR: Other: � 6 H.O.A: f� °- = +� CONTR TS SUBJ' C T• TER SON THE REVERSE SIDE HEREOF. THIS SALES CONTRACT IS THE COMPLETE AGREEMENT BETWEEN A Di 0 P`.3 ( TRIALS OR WORK SHALL BE EXCEPTED OF EITHER PARTY EXCEPT AS EXPRESSLY FOR HEREIN OR WRITTEN A N MEM. 1:.;Thtbi-± STORMW SE SOUTH FLORIDA, INC 13015 NW 45 AVE, OPA- LOCKA, FL 33054 PH: (305) 597 -7797 FAX: (305) 597 -7795 TOLL FREE: 1- 800 -687 -1577 EMAIL: stormprotection @yahoo.com LICENSE #: CGC1511342 CONTRACT. # PRODUCE SIGNED AP 8 9 10 11 12 13 14 15 16 23 24 25 26 7 28 29 30 NOTES: Extra charges Will apply to any Work not specified Sales Contract Price: t1 . on this Sales Contract. Permit Fee: SPECIAL' CONSIDERATIONS: NV f\2 1 Ai , Other: -4-'7-- WC. • L. t>tt 4ilik 1\i 11 l —b 101 'S iota) Due: �'t3 i Deposit: 2,D /m 4 : `'� &< , �� b 1A1161A �J e*i- ) I) Si4I5 - 1 � fpa� il 42.47 :60 v. BUYE RIG O CANOE rther eller or Pun h a w s may b a n i Sale§ Contract by proviciing wren no ice y fied or .registered m . T n 'ce most indicate that the Sales Contract is cancelled and must be delivered or postmarked before midnight of the third business day after execution of this Sales Contract. The seller may not keep all or any part of the deposit if this Sales Contract is cancelled. "BUSINESS DAY' is defined as all calendar days except Sundays and the legal Holidays se forth in Section 520.61: FS A Executed in three copies, one copy of which: was delivered to and receipt is hereby acknowledged by Purchaser. c_ 415o.00 NOTICE TO OWNER: Do not sign this Sales Contract if blank. You are entitled to a copy of this Sales Contract at the time you sign. Keep it to protect your legal rights. This Sales Contract may contain a mortgage or otherwise create a ilen on your property that could be foreclosed on if you do not pay. Be sure you under n d all provisions of the contract efore you sign. Purchas • ,4/ ` Print Name: Name: Gt y Seller: AallaVriVdr Print Nam 1. OFFICE COPY - WHITE CUSTOMER'S COPY- YELLOW REV 3/07 DADE Cokwc't_ Lo.P_cA_ JF gel s 'h`koitil; H _5/ go L.6:3 5" 34S? ,f5D k 3g 39 /0 101 71' ,57 0 3 o 10 L3/ 3 '7 aY 7 ,671 r LJzox3 Acco o tut k k /0. 006).1,3 ckeoLfk. sQo-c\ 1)0 N Ca*I•1110; k-IS) vo tp 9.0 1 34, i<86) - - ..515(53 050 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Stormwise Production, Inc. 13015 N.W. 45th Avenue Opa- Locka, FL 33054 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /building 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 Section 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 Section (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 Section 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 DESCRIPTION: HT -100 Aluminum Accordion Sttutter PP I ,iI ., i 100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Nu -Wind Engineering, dated August 30, 2010, signed and sealed by Christian Langley, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit 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 and renews NOA # 06- 1026.11 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E -4 as well as approval document mentioned above. The submitted documentation was reviewed by Balmy A. Maker, P.E., M.S. IAMI•DADE C APPROVED 03/3//20 /1 NOA No. 10-0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 Page 1 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0502.06 A. DRAWINGS 1. Drawing No. 01 -800, prepared by Knezevich & Associates, Inc., titled "Stormguard Accordion Shutter", dated July 23, 1996, last revision #6 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. CALCULATIONS 1. See Association's generic approval # 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated April 28, 2001, certfing this product to meet the criteria of product tested and approved, and allowing Stormwise Concepts, Inc. to use the test results approved under Miami - Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Concepts, Inc., dated February 14, 2001, signed by Mr. Camilla Diaz. 3. Letter by Knezevich & Associates, Inc., dated April 27, 2001, certifying that the drawing (No. 01 -800) prepared for Stormwise Concepts, Inc., signed and sealed by V. J Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Camilo Diaz on June 7, 2001 and returned signed by Mr. Camilo Diaz on June 11, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0520.04 A. DRAWINGS 1. See NOA 02- 0520.04 B. TESTS 1. See NOA 01- 0502.06 C. CALCULATIONS 1. See NOA 01- 0502.06 D. MATERIAL CERTIFICATIONS 1. See NOA 01- 0502.06 E -1 1 / y A. Makar, P.E., M.S. BNC, Pro uct Control Unit Supervisor NOA No. 10- 0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 Stormwise Production, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED E. STATEMENTS 1. See NOA 01- 0502.06 F. OTHER 1. See NOA 01- 0502.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0923.02 A. DRAWINGS 1, Drawing No. 03 -812, titled "Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P. E. B. TESTS 1. See Association's generic approval # 02 -0799. C. CALCULATIONS 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 generic approval # 02 -0799. F. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated July 2, 2003, certifying that the drawing (No. 03 -812) prepared for Stormwise Solutions, Inc., signed and sealed by V J Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 02 -458). 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1201.01 A. DRAWINGS 1. Drawing No, 05-563, titled " Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group., dated September 14, 2005, last revision dated September 14, 2005, signed and sealed by V.J Knezevich, P. E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. E -2 my A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 10- 0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 Stormwise Production. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1, See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 02, 2005, certjing 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. 2. Acknowledgment letter by Stormwise Solutions, Inc. dated November 23, 2005, signed by Mr. Camilo Diaz. 3. Letter by Thornton-Tomasettl Group, dated November 02, 2005, certifying that the drawing (No. 05 -563) prepared for Stormwise Solutions, Inc., signed and sealed by Mr. Y. J. Knezevich, P.E., is engineering wise identical to HI- Tech's generic drawing (No.05 -509). 5. EVIDENCE SUBMI'1"1'ED UNDER PREVIOUS APPROVAL #06- 1026.11 A. DRAWINGS 1. Drawing No. 05-563, titled "Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Letter by Stormwise Production, Inc. dated October 19, 2006, signed by Mr. Camilo Diaz, requesting to change the address on his NOA. my A. Makar, P.E., M.S. BNC, Product Control Unit Supervisor NOA No. 10- 0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 E -3 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Letter by Thornton - Tomasetti Group, dated October 04, 2006, certiing that the drawing (No. 05-563) prepared for Stormwise Production, Inc., signed and sealed by V. J Knezevich, P. E., is engineering wise identical to Hi -Tech 's generic drawing (No.05 -509). 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing # HTS. 09003o, titled "HT100 Accordion Shutter", sheets 1 through 7 of 7, prepared by Nu -Wind Engineering, dated August 30, 2010, signed and sealed by Christian Langley, P.E. B. TESTS 1. See Association's generic approval under 09 -1510. C. CALCULATIONS 1. See Association's generic approval under 09 -1510. D. MATERIAL CERTIFICATIONS I. See Association's generic approval under 09 -1510. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated January 27, 2011, certifying this product to meet the criteria of product tested and approved, and allowing Stormwise Production, Inc. to use the test results approved under Dade County Approval No, 09 -1510, signed by Yovanna Diaz. 2. Acknowledgment letter by Stormwise Production, Inc., dated January 27, 2011, signed by Camilo Diaz. 3. Letter by Nu -wind Engineering, dated February 02, 2011, certifying that the drawing (No. HTS 09003o) prepared for Stormwise Production, Inc., signed and sealed by Christian Langley, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. HTS.09003). E -4 lnn Y A. Maker, P.E., M.S. BNC, Product Control Unit Supervisor NOA No,. 10- 0908.23 Expiration Date: 06/25/2016 Approval Date: 03/31/2011 i GENERAL NOTES HT- 100 ACCORDION S H UTTE R BLADE COMPONENTS iII u 4 y ER II 81 d � • 1i 4.559° 80.143° R028P aloo" °' R0.265' • L THE SYSTEM DEPICTED HEREIN HAS BEEN TESTED & EVALUATED IN - WIDTH Po�.YCARe R0.14iRO.2BT' OJ24° URETHANE ADHESIVE FULL LENGTH EACH SIDE H 1 ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS, UNLIMITED x FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. THIS SYSTEM HAS BEEN EVALUATED WITHOUT A ONE -THIRD INCREASE ]N TOP TRACK MOUNTING 0.052' -4n POLYCARBONATE BLADE END SLAT ALLOWABLE STRESS. si ALUMINUM BLADE 0 O _ - SCALE: L:3 SCALE 1:3 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY 0171965 ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE 4. THE Sys ItM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION lvRASPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED PROFESSIONAL ENGINEER OR • REGISTERED ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENT'• FOR USE IN r CONJUNCTION WITH THIS APPROVAL AND APPLY FOR MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION ONE -TIME APPROVAL i 3 i ' ' : ,' i ' 1 - -- - "1' `L` R0x3° O.L00°� 0. .R0. 0.050 • �. Ap i�- of i F , ,. TYP , :.:• - ._::.. - 0.0 , OA76° ,,1.250",}' - _ _ / ALUM BIACE AD • UNII4ATE O 90• END SLAT O ird 5. CONTRACTOR, ARCHITECT, ENGIPIFER OF MORD, OR BUILDING OFFICIAL. SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE 70 WITHST AND SUPERIMPOSED LOADS. 6. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY &TEMPER, U.N.O. , 7. AU. LYMERR (BY COMPONENTS SHALL B) FABRICATED PROM 100% z, °LFXAN° POLYMER (BY SABlCIN1YOVA77VEPLA .SJICS)APPROYED FOR OUTDOOR N i i i �� . .� _ ..- -- SCALE: 13 - SCALE: 13 1 :� ` • 0,060" T'Yp . R0.143° RD.143" 0.060" TYP 0.060° TYP P 0.060° USE WITHIN THE HVHZ. B. SHUTTERS SHALL HAVE A MINIMUM ANY OF ONE LOCK LOCATED WITHIN 18° OF VERTICALLY) 11 ANY TION O PRO PROVIDE LOCATION, CAN SHALL ENGAGED WITH SHUTTER 1N ° CLOSED° POSITION TO PItOVlDE HURRIIANE PROTECTION. 9. EACH 511611 tR ASSEMBLY SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER UNIT CONTAINING ALL INFORMATION SPECIFIED IN THE ABOVE -NOTED BUILDING CODE, AS WELL AS THE FOLLOWING: STORMWISE PRODUCTION, INC. OPA- LOCKA, FLORIDA 3 f b gy N ^- i _ b.. - _ Yy,, ` , =� i 1 , ..�. _" ,�-- 2.101 ° -.I' 1 CENTERMATE I •a .., - TE 2 � UMW' R.143' MTAMI-DADE PRODUCT CONTROL APPROVED III. MOIJNTING SECTIONS TO FIT' FIELD CONDITIONS. WHERE NOTED IN _�� 11. ALL BOLTS & WASHERS SHAD BE ZINC COATED STEEL, GALVANLZ® STEEL, LOCK'SWLLL BE LOCATED •• ALT LOCK WITHIN 19° OF MOISPAN, LOCATION ANYWHERE ALONG AT B40 • '' SHUTTER WIDTH J', 0' TYP x060° TYP / Jr ". 80.1 L. / R0.255° 80.255" _ . OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 601 . ALL 3(16°9 POP RIVETS SHALL BE 5052 -H32 ALUMINUM ALLOY OR STRONGER. 12. OPTIONAL: SHUTTER BLADES MAY BE STACKED (Le. HELD IN OPEN ��\ POSITION) USING ANY COMBINATION OF THE FOLLOWING METHODS: ' .L 'I`YPICAL ELEVAIZON $ +3 0.060" TYP r-- _ }'. T _. J q Y� tra v, .Y, 5i i�] -;` o 0 J .313733-303-3.0.3 �y 5 g + 01 Fg, 6 w O .. g to 3 •- O aaonau+- • ALUMINUM °STACK.LOCKING CUP° (PART S26) I • PLASTIC CARP PLACED IN TRACK (HEAD NOR SILL) • PURL -OUT CLEWS PIN INSERTED INTO TRACK (HEAD &(OR SILL) SCALE: N.T.S. s w, ELEV - -I ` IIL_ -1 * 4s ` .' -1.891.4 2.101° -��' • VELCRO STRAP AROUND STACKED BLADES (AT ANY HEIGHT) 13. ALL STEEL. IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. sr-;) ALT CENTERMATE 1 O ALT CENTERMATE 2 SCALE: 1:3 SCALE 13 TRACK COMPONENTS ASSEMBLY COMPONENTS 2.420' - 0.097' 1,090° '� '� 0• 0.055° TYP 3.000° O.60P ! .. _ 0.050' . 0. + 0.322° MIId LU"., i z a 5 O 0.Q d O p 4 4 41 O :'3 a 4 o 0- `-' aaa-aaaa.a°a: 0.076° .�LLi40°�'L6BS -I ..:. `.�\� 80.160° c� /�:;�� g MID V h 8 ^i �ii +.076° * 0.076° 076" 2 0.05.5° Xj 0.055° �, �� 0.055° „+---- l ° R °g m I1`_ °'-L is.} 0.062° TYP i „ "' i S14 SCREWS WI k10 HEAD (410 Hr S.S.) 'E, �, , ,� 2i ,� "_..-4, _ i .f . -1500' L100" t 0.055° ∎� �' 0.055° --'ir TYP PRODUCT 0.600' -0.600" 3.448° 0 WALL TRAM O CEILING TRACK ® ADJUSTABLE SILL T• •/ O WALKOVER S[LL TRACK 17 RECESSED SDI TRACK ,( • NYLON OAIry STEEL T �/e° ad. CARRIAGE &RIVETS 2Oa TYP 2Ob Building Code A7xlaret»n SCALE: 1:3 SCALE: 03 •- •... SCALE: 1:3 SCALE 1:3 1 l' / 2.420" 0.055' TYP 0 ROLLER ASSEMBLY O 610 KNUCKLE SCREWS IL475° �g i ,d 0.125° 0.13(1° --yic 0• S.. I 0.055" 4,1,200° TYP SCALE: 1:3 SCALE: 13 -"u0." IMO" 0.136° * $ _ ,�YL 230° 0. 230" ,(5('- .0,204• AA1ouiiD tLrct Cnn7ro2 DRAWING M MBEt Kj•$.�J�3O T' 1 0.076° c ,�.7 1 .i�`-o. © 0.430° ��,,,kkk��--- 0475° OT 0.125° 6 c gg A .{S�•0.230' OD 0.375° 0.454° . x115° . .. 0.076° .; -L070' - 0.115° •+ I;i M \ A` a125"TYP , SHEET -T't- D.D55° I .1,- 1.533" I� r--- ..076° n 'F- .... I. i- y� . ° 4 ri tt YY ,}' T 0.097 -,i' / 1 4 OF 7 WALL TRACK O ADJUSTABLE SILL ADJUSTABLE SILL .`- 2.000°T05.00°° /70 O 21 10 sESILLTRACK SCALE: I:3 SS SCiAALE1:3 SCALE: 03 g�E:SBUSHINGS LOCKS & ACCESSORIES .jam-- zelz° 0.750° o.6ee° THICKNESS: 0125° (STAINLESS STEEL)._ ago° 0.310° LaJ} 0.630°— 0.° HOOK LOCKING ARM 0 HOOK LOCKING ARM BUSHING SCALE: 13 - SCALE: 13 NYLON L.400" 0.0 78° 0.781• TYP HANDLE (OPTIONAL) SCALE: 1. .�-- 2.373 ° -- 440.070° TYP R0306' 26 STACKLOCONG SCALE: 1:3 OPTIONAL LOCWVG ROO (0.50 °0 x 12' MIN, WITH 1° TAPER) HORIZONTAL SECTIONS ANY ANCHOR FROM ANCHOR SCHEDULES AT 24° O.C. WHERE NO POLYCARB FADES ARE INCLUDED IN SHUTTER, REP °ALL ALUM BLADES° SPAN SCHEDULE 100° MAX ANY ANCHOR FROM ANCHOR 50150 AT 24 °0.G /— ANY ANCHOR / FROM ANCHOR Y! SCFIED AT 24° O.G ANY ANCHOR FROM ANCHOR SCHEDULES AT 24' 0.0 6%° MAX POLYCARB & ALUM BLADES MAY BE COMBINED (REF °POLYCARB 81ADE' SPAN SCHEDULE) OPTIONAL LOCKING ROD (0.50°0 x 12° MIN, OPTIONAL HANDLE WITH 1° TAPER) AT LOCK LOCATION OPTIONAL HANDLE AT LOCK LOCATION °C1NTERNA ° CR iv . KEYED CYLINDER °ACT LEA ?BUlA75° OR OR (EGRESS) 4 EXTERIOR L- HANDLE LOCK 2 J SCALE: 1:3 HORIZ SECTION PUSH -BUTTON LOCK OR THUMB -TURN (EGRESS) UNIMATE + PUSH - BUTTON UNIMATE + CLEVIS PIN UNIMATE + THUMBSCREW SCALE: 1:3 HORIZ SECTION 2� SCAEE 1:3 HORIZ SECTION T10N 2 SCALE: 13 HORIZ SECTION 100° MAX / MIN (1) LOCK PER SHUTTER (SEE OPTIONS / THIS SHEET) KEYED CYLINDER OR THUMB -TURN (HESS) CFNIERMA1S° OR 'ALT E23YTEPMA772 ° E INTERIOR L- HANDLE LOCK SCALE: 13 HORIZ SECTION 03 2 SHUTTER ASSEMBLY WITH POLYCARB BLADES SCALE: 13 HORIZ SECTION AU1M CLOSURE ANGLE WITH MAX DIMENSIONS: •1"xI x0.055° • 1"x2°x0.055° • 1°x2Y"x0.055' • Z"x3"x0.055° • Yx4 x0.055° • 2°x5x0.125° 510 SM5 OR 3(e° POP RIVETS AT 18° 0.G PRODUCT RBVLSEO IISid Ong ,,the Florida Building Cade Acceptance, No 0 Zg et Comoro• d 1 DP WEGNwteEE HTS.09003D SHEET 2 7 • SPECIAL INSTALLATION OPTIONS: CORNER CLOSURE WITH POST SCALE: 1:3 HORIZ SECTION 2 3 CORNER CLOSURE WITH CENTERMATES (NO POST) SCALE: 1:3 HORIZ SECTION ANCHORS FOR WALL MOUNT CONDITIONS ALT: ANCHORS FOR TRAPPED CONDITIONS ANCHOR TYPE& SPACING PER ANCHOR SCHED, MIN (2) ANCHORS SEGPtExr ANY TRACK SHOWN TACK WELD AT EACH HEREIN (HERD ORSI L), SEAM BETWEV SEGMENTED TO FIT CURVE TRACK SEL34ENTS NOTE: ANCHOR INSTALLATION CRITERIA (EMBED, EDGE DIST, SPACING, ETC) SHALL APPI.Y AS NOTED IN ANCHOR SCHEDULE &NOTES 4.1 SEGMENTED TRACK OPTION 3 SCALE: 1:3 PLAN VIEW 0 3� FLOATING STACK OPTIONS 3 SCALE 1:3 HORIZ SECTION NOTE: ANY FLOOR TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS REMOVABLE TRACK MUST BE INSTALLED FOR HURRICANE PROTECTION ° 1D 2° FIXED TRACK AT SLAT rib 2 2° STAOcING LOCATIONS to 2 (LENGTH MAY VARY) REMOVABLE ANCHORS FIXED ANCHORS L355 REMOVABLE FLOOR TRACK SCAT: MTS. PLAN VIEW NOTE: ANY TRACK MAY BE USED - REFER TO MOUNTING SECTIONS FOR ANCHOR OR REQUIREMENTS %° to 2` SPLICE JOINT ° to 2° FIRST TRACK ANCHORS AT SPLICE SPLICED TRACK 3 SCALE: N.T.S. TYP HEAD R. SILL PLAN VIEW STUD & TRUSS /RAFTER MOUNTING CONDITIONS: #14 WOOD SCREW (2" MIN EMBED) 1/4" TAPCON Mr MIN EMBED) 4 MAX SHUTTER SPAN PER SPAN SCHEDULE 1 7 TRUSS -MOUNT CEILING TRACK SCALE: 4° = 1'-0° MOUNTING SECTION BLOQONG TO EACH STUD WITH ANCHOR TYPE AND QUANTITY PER SCHED BELOW: STUD SPACING 16° AC 24" 0.C. 414 WOOD SCREW 1/4" TAPCON /EXISTING MOD STUDS AT 16° OR 24" 0.0 MAX 0=0.55 MIN) 2 PER STUD 3 PER STUD 2 PER STUD 2 PER STUD ANY WALL TRACK (HEAD OR SILL, INCLUDING BUIDOUT) TRACK TO BLOCKING PERSCHED BELOW: TO ALUM BLOCKING • #14 SMS AT 5° O.C. MAX • '/1r23 BOLTS AT 12" 0.0 MAX TO WOOD BLOCKING: • #14 SMS AT i 0.C. MAX • YI "TAPCONS AT 7" O.C. MAX BLOCKING MEMBER OPTIONS: • 1"x3"14` OR 1'k4'Sd4° ALUMINUM TUBE • 2x4 OR 2x6 WOOD MEMBER (G =0.55 MIN) REF WALL TRACK MOUNTING DETAILS FOR GOVERNING SPAN SCHEDULE TYP HEAD & sus (SILL SHOWN) CDSTUD WALL MOUNT SCALE: 4` =1' -0" MOUNTING SECTION PRODUCT REVTBNO E wBk the F1 Ada B AceopNYc No . � 1 o' Z3 .. ,... 11xtc . ,. %L3' .018 Bg r_Li entstml mg 8 JGwa N.+0 Of, DOSING HOST STMR.TURE CONN TYPE C3 / REF ANCHOR SCHED FOR TYPE fiSPA NG Ad WI MAX REF GLASS SEPARATION TYP HEAD &SILL OWALL TRA SCALE: 4" _ ' ,. MOUNTING SECTION REF GLASS r SEPARATION SCHEDULE ti EXISTING HOST STRUCTURE W MAX EXISTING HOST STRUCTURE 1 CONN TYPE 03 REF ANCHORSCHED FOR TYPE &SPACING Lin[ jwit 1 hi�I =1 REFERENCE GLASS SEPARATION SCHEDULE 2°x2'x0.050' ALUM 9.0. TUBE TYP HEAD &SILL Wm( Eh@ / EDGE 6 DIET ,L EXISTING HOST STRUCTURE CONN TYPE C4 REF ANCHOR SCHED FOR TYPE &SPACING MAX REP GLASS SEPARATION 4 SCHEDULE BUILDOUT 2x2 + WALL TRACK CEILING TRA i TYP HEAD &SRL SCALE: 4' = 1'-0` MOUNTING SECTION arAU F. 4° = I' MOUNTING SECTION } yyy REFERENCE GLASS el 8 ®ULE I "+ SEPARATION SCN ALUM B.O. TUBE I SILL ONLY I CONN TYPE C3 REF ANCHOR SCHED FOR TYPE & SPACING WALL SILL TRACK 4 SCALE 4° = die° POP RIVETS OR #12 5TN5 AT 6" 0.C. (FRONT & BACK)" DIST 7 REF GLASS f- SEPARATION MAX EMBED EXISTING HOST I SILL ONLY I CONN TYPE C3 REP ANCHOR SG4E0 FOR TYPE & SPACING BUILDOUT 2x2 C+ WALL SILL TRACK 4 SCALE: 4" = 1'-0° NTING SECTION G MOUNTING gym" POP RIVETS OR 812 SMS AT 6° 0.0. (FRONT & BACK) REF GLASS SEPARATION SCHEDULE ISII.ONLYt C0NN TYPE 04 REF ANCHOR SCHED FOR TYPE & SPACING EXISTING HOST Ism. ONLY CONN TYPE C5 REF ANCHOR SCHED FOR TYPE & SPACING EXISTING HOST STRICTURE ADJUSTABLE SILL TRACK E) g (1x1 ANGLE ANCHORAGE) G SECTION 0 SCALE: 4" =1'47 MOUNTING S50TIGN REF GLASS SEPARATION -"'' SCHEDULE IVN ureN4 SE.LONLY 1 DUST CUT WV x IM'0 GROOVE INTO 682531ENG HOST STRUCTURE TO FIT RECESSED }fit 8 ANY AN171011 FROM ANCHOR SCHED AT 12° O.C. . EXISTING HOST STRUCTURE SPAN SCHEDULE NOTES: 1. SCHEDULE A80VE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPIN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SiIOWN EIS5WHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE MD SPAN SHALL GOVERN. REF GLASS 29868 I08/ SCHEDULE I SILL ONLY Imo_ is �I G17i i�r r FE>GF , . _DIST NATO .0. (FRONT & BACK) REF GASS SEPARATION SCHEOULE SILL ONLY I CONN TYPE 04 REF ANCHOR SCHED FOR TYPE & SPACING DUSTING HOST 13/4 efEl El ANY ANCHOR FROM ANCHOR SCHED IN PAILS AT 24" 0.0. (OR STAGGER) EXISTING HOST STRUCTURE CUT f.'W x 11'D GROOVE INTO IXISTI NG HOST STRUCTURE TO FIT RECFSSI) TRACK RECESSED SILL TRACK (ALT) SCALE: 4° = 1'41° MOUNTING SECTION ' REF LASS SEPARATION -( SCHEDULE 3/' MAX CONN TYPE C4 REF ANCHOR SCHED FOR TYPE & SPACING tl SILL ONLY 1 STABLE SILL TRACK FLANGED BOTTOM) EXISTING HOST STRUCTURE 11 WALKOVER SILL TRACK 4 SCALE: 4° =1' -0" MOUNTING SECTION SPAN SCHEDULE 1 APPLICABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET, AS WELL AS 0ETAns %Hi % BLADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM BLADES POLYCARB 8tADE5 4'-0° *170.0 PSF +132.8 / -144.0 PSF 4'-6° *162.7 PSF +118.0 1 -128.0 PSF 5'-6" *146.4 PSF +106.2 / -115.2 PSF 9-6° *133.1 ASP +96.6 1 -104.7 PSP 6'-0° *122.0 PSF + 885 / - 96.0 PSF 6'-4° *115.6 PEE +83.9 / -90.9 PSF 0- 8 ° *109.8 PSF +79.7 1 -86.4 PSF 7•41° *104.6 PSF +75.9 / -623 PSF 7.4' 'I * 99.8 PSF + 72.4 / - 785 PSF T - -B° * 955 PSF + 69.3 / - 75.1 PSF 8' -0° * 91.4 PSF +66.4 / - 72.0 PSF 8'-4° * 874 PSF 8'-8" * 84.5 PSF 9=6° * 81.3 PSF 84° * 78.4 PSF 9-8° j * 757 ASP 18-0° * 73.2 PSF 184" * 70.8 PSF 18-8° * 68.6 PSF 11'-0° * 665 PSF 11'4° i'I * 64.0 SSE 11'-8° * 61.3 PSF 1X -0° *54.8 PSF - - - -- 12'-4" * 49.1 PSF 12v - I *44.1 PSF 12-0' * 39.8 ESE 124° 1 35.9 PSF 12-8° 1 32.5 PSF 14'-0" * 29.6 PSF 14'-4° * 26.9 PIP 14-8' * 245 PSF 18 -0° * 22.4 P1' PRODUCT REVISED as complying theerRh Doclda Sanding Code AccaPmnce Na /0- Dam ; • firr Miami D.::,v Contra! o/6 DRAWU1GNUMBF]C HTS.09003D SHEET 4 7 r EXISTING HOST STRUCTURE / REF ANCHOR C2 REF M T PR SCHID FOR & SPACING © g! ur MI MAX 9 I' TYP HEAD & SILL REPEREME GLASS ecoaoa ° e 4 CBUILDOUT WALL TRACK ro es a 5 SCALE 4.. 1'4i MOUNTING SECTION BUILDUP 2x5 (HEAVY) 3 + CEILING TRACK 5 SCALE: 4° = 1'-0° MOUNTING StL L ION LEG DIRECTION MAY BE REVERSED (USE APPROPRIATE CONN TYPE) CONN TYPE C2 (REVERSED LEG DER) REF ANCHOR 5CHE0 FOR TYPE & SPACING CONN TYPE Cl REF ANCHOR SCHED FOR TYPE & SPACING TYP HEAD' & SILL 74° MAX V4 20 8011 & NUT AT 12° O.C. REFERENCE mass SEPARATION SCHEDULE BUILDOUT 2x5 (STANDARD) + CEILING TRACK 5 SCALE: 4 = 1'-0° MOUNTING .SECTION SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE I5 APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ETSEWPIERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. SPAN SCHEDULE 2 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION MADE SPAN ALLOWABLE DESIGN WIND PRESSURE ALL ALUM MARES ALL ALUM BLADES POLYCARB BLADES 4'-0" *144.0 PSF +132.8 / -144.0 PSF 4'-6" 11289 PSF +11 8.0 / -128.0 PSF 547 *115.2 PSF +106.2 / -115.2 P5F 5-6" *104.7 PSF +96.6 /404.7 PSF 6' -0" * 96.0 PSF +88.5 1 - 96.0 PSF 6'4° * 90.9 PSF + 83.9 / - 90.9 PSF 6,8° ' * 86.4 PSF + 79.7 / - 86.4 PSF 74" n * 823 PSF + 759 / - 823 P9' 74" * 785 P5P + 72.4 / - 785 P5P 7+7 * 75.1 PSF + 693 / - 751 PSF 8'-0° * 720 95P + 66.4 / - 72.0 PSF 8'4" 8 66.4 PSF 10'-0" 8'-8' * 61.3 PSF 10'4° *49.9 PSF 9'-0" * 569 PSF *47.6 PSF WA° * 52.9 PP 11'-4° 9'-8° * 49.3 PSF 11'-8" * 42.8 PSI. 10'-0° * 481 PSF * 41.6 PSF IOW * 43.2 PSF 19-89 10'8" 1 t 40.5 PSF 13'-0° *384 PSF 11'-0" * 38.1 PSF 8 35.9 95F 11'-4" * 359 PSF 14'-0" 11'-8° * 339 95F 14'-4° * 26.9 ME 17.59 t 32.0 PSF t 245 PSF 174" * 30.3 PSF 12,8° * 28.7 PSF 13'-0' * 27.3 PSF 13'-4" * 25.9 PSF 13'-8" * 24.7 PSF 14'-0° * 23.5 PSF 14'-4" *72.4 PSF 149-8° * 21.4 P5F 15-0° t 20.5 PSF DOSTING HOST STRUCTURE LEG DIRECTION MAY PE REVERSED (USE APPROPRIATE CONN TYPE) CONN TYPE C1 (REVERSED LEG DER) REF ANCHOR SCHED FOR TYPE & SPACING CONNITYPE CL REF ANCHORSCHED FOR TYPE & SPACING (2) 2°x5"x0.125° ALUM ANGLES 4 3x20 BOLT &NUTAT 12° 0.C. REFERENCE G1ASS SEPARATION SCHEDULE von 1 MAX II/.1r'1 TYP HEAD & SILL BUILDOUT 2x5 (2x STANDARD) + CEILING TRACK 5 SCALE: 4° = 1'-0° MOUNTING SECTION EXISTING HOST STRUCTURE LEG DIRECTION MAY BE REVERSE) (USE APPROPRIATE CONN TYPE) CONM TYPE CI (REVERSED LEG DLL) REF A NORSCHEDFORTYPE &SPACING CONN TYPE Cl REF ANCHOR S3HED FOR TYPE & SPACING Y-20 BOLT & purr AT 2"x5°x0.2.50" 12° 0.C. ALUM ANGLE REFERENCE GASS SEPARATION SCHEDULE BUILDOUT 2x5 (HEAVY)- + CEILING TRACK SCALE 4" = 1'-0° MOUNTING SECTION PRODUCT REVISED B6 complying wit40teP:OddP Acceptance No )0 -0 Date SPAN SCHEDULE NOTES: 1. SCHEDULE ABOVE ONES MAXIMA ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE I5 APPLICABLE TO ONLYTHOSE cOMBINAnONS OP MOUNTING 6 CONDITIONS SHOWN IN THIS SECTION. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE OESIGN PRESSURE AND SPAN SHALL GOVERN. SPAN SCHEDULE 3 APPUCABLE TO ALL MOUNTING CONDITIONS ON THIS SHEET MADE SPAN ALLOWABLE DESIGN WIND PRE ALL ALUM MARES POLYCARB BLADES 4'4" *144.0 PSF +132.8 1-144.0 PSF 4'-6" *128.0 PEE +118.0 1 -128.0 PSF 5'-0° *115.2 PSF +1062 / -1152 PSF 5'-6° *104.7 PSF + 96.6 / -104.7 PSF 6'-0" * 96.0 P5P + 88.5 / - 96.0 PSF 6'4° * 90.9 PSF + 83.9 1 -90.9 PSF 6'-8° * 86.4 PSF + 79.7 1 - 86.4 PSF 7-0° * 823 PSF +759 / - 82.3 PSF 74° t 7 8 . 5 P5F + 7 2 . 4 / - 7 8. 5 P 9 9 7-8" * 75.1 P5F +693 1 -75.1 PS. 8' -0° * 72.0 PSF + 66.4 / - 720 P9' 8'-4" * 68.1 PSF W -W * 64.5 PSF 9'-0° * 61.1 PSF 9'4" *58.0 PSF 9'-8° * 55.2 PSF 10'-0" * 52.5 PSF 10'4° *49.9 PSF 10'-8° *47.6 PSF 11'-0° * 45.4 PSF 11'-4° * 44.0 P5P 11'-8" * 42.8 PSI. 1Y-0° * 41.6 PSF 12'4° * 40.5 PSF 19-89 *39.4 PSF 13'-0° *384 PSF 13'4" 8 35.9 95F 13'-8° *325 P69 14'-0" * 29.6 95F 14'-4° * 26.9 ME 14'-8° t 245 PSF 15-0° *22.4 PSF a 5 9 c Wzal� EE 2 ti DHTSAAY.B50908368 .09003o SHEET^? 5 LEG DIRECTION (ONE OR BOTH) MAYBE REVERSED (USE MOST CRITICAL CAN TYPE) CONN TYPE C3 (REVERSED LEG DM) REF ANCHOR S01ED FOR TYPE & SPACING (NOT TO EXCEED 6° 0,C. MAX) CONN TYPE CL REF ANCHOR SCHED FOR TYPE & SPACING (NOT TO EXCEED 6 O.C. MAX) E95T1NG HOST STRUCTURE PAIRS OF 1/4-.20 BOLTS W1111 NUTS OR #14 SM5 AT 12" O.C. Y4-20 BOLT & NUT AT 12° O.C. 2° MIN OVERLAP (2) 2°x5910.125° ALUM ANGLES OR (1) 255°80.7° (I) 291.7x0.1$' ALUM ANGLE REFERENCE GLASS SEPARATION SCHEDULE DOUBLE BUILDOUT 2x5 + WALL TRACK 6 SCALE: 4° = 1'-0' MOUNTING SECTION SPAN SCHEDULE 4 APPLICABLE TO ALL MOUNTING CONDITIONS IN THIS SECTION BLADE SPAN ALLOWABLE DEIGN WAND PRESSURE ALL ALUM BLADE POLY0R8 BLADES 4'-0° *1500 PSF +132.8 / -1444 PSF 4'a° *1333 95F +118.0 / -128.0 PSF 5-0' *120.0 PSF +1062 / -115.2 PSF 5-4' *109.1 P51' +96.61 -104.7 951' 6-0' *100.0 PSF + 88.s / - 96.0 P5F 6'4° * 94.7 PSF +834 1 -90.9 PSF 6-8' * 90.0 PSF + 79.7 l - 66.4 P5F 7-0° I * 85.7 PSF + 75.9 I - 82.3 PSF 7.4° * 81.8 PSF + 72.4 1 - 78.5 PSF 7-8° * 78.3 PSF + 69.3 / - 75.1 PSF 8,0" * 75.0 PSF + 66.4 l - 725 PSF 8'-4• 3 69.1 PSF 122 8'-8" * 63.9 PSF 104 9'-0° * 59.3 PSF 91 9'-4" * 55.1 PSF 91 947. * 51.4 PSF 10 FT 10'-0" * 48.0 PSF 10'-4° * 454 PSF 73 10'-8° * 422 PSF 62 11'-0" * 39.7 PSF 73 11'4' * 37.4 PSF 73 11'-8° * 35.3 PSF 55 12'-0' * 333 PSF 52 12.4° * 31.6 PSF 55 12-8° * 29.9 ME 55 13,0° * 28.4 PSF 55 13'-4° * 27.0 PSF 5 FT 13'-8° * 25.7 PSF 14'-0° * 24.5 PSF 146 14'-4° * 23.4 PSF 19 14' -8° * 223 PSF 146 15-0' * 21.3 PSF 146 TYP HEAD & 5IL %4° MAX SUPPORT BEAM AT SHUTTER END EXISTING HOST STRUCTURE REF "BEAM ANCHOR SCHEDULE° FOR ANCHOR TYPES& QUANTITIES (TOTAL OF ANCHORS IN BOTH ANGLE AT EACH CONNECTION) Y4 ED <5 PER CO COMMON NU 1/4-20601.7 &NUT AT 12° 0.0 TIP HEAD & SILL REF °BEAM •�_ DEIGN 50490' "fL dl 114 CEILING TRACK PER LED D1RECITON ms'0 1 MOUNTDYG 56CTION ANGLE MAY BE OF EITHER 1441 REVERSED (NOTE ALT ANCHOR LOCATION) 1 1 1H i y78 1 6 CONNECTIONS) 1. +'�S ilr°4 e4 ADJUSTABLE SRI. TRACK PER MOUNTING SECTION SPAN SCHEDULE NOTES: I. SCHEDULE GIVES 14530141194 ALLOWABLE DESIGN PRESSURE-5 AT EACH RESPECTIVE SPAN. 2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS 551311ON. 3. WHERE THESE MOUNTING CONDITIONS ARE COMBINED WITH OTHERS SHOWN ELSEWHERE HEREIN, THE LESSER ALLOWABLE DESIGN PRESSURE AND SPAN SHALL GOVERN. EXISTING HOST STRUCTURE (3) i/4-20 BOLTS & NUTS PER CONNECTION REF °BEAM ANCHOR SC HE II P° FOR ANCHOR TIFFS & QUANTITIES (TOTAL OF ANCHORS IN BOTH ANGLES AT EACH CONNECTION) 1 SILL ONLY J REF °BEAM DESIGN SOW 1/4-20 BOLT & NUT AT 12" 0.0 SUPPORT BEAM AT SHUTTER ENDS 6 SCALE: 4' = 1'-0° MOUNTING SECTION BEAM ANCHOR SCHEDULE lu FL p v 1/4" 11W TAPCONS TO CONCRETE (3192 psi MIN) 1 -7/4° MIN EMBED 24/2° MINI DIST 3' MINI SPACING 1(4-20 ALL 190DNIS SOLID -SET TO 1/4° IT W TAPCONS TO HOLLOW BLOCK (1500 psi MIN) 1 -3/4" MIS EMBED 2 -1/2° MIN EDGE DI51 3' NON SPACING 1(4-20 ALL POINTS SOLID-SET TO X011170 SLOCX (1800 psi MIN) 7/8' MIS WEED 3° MIN EDGE DIST 3° MIN SPACI4G #14 SCREWS TO WOOD (G'0.55 MIN) 2' MW EMBED 3/4° MIN EDGE DIST 3' MIN SPACING COMMIE (309 psi MEN 7/8' MIN EMS 3' MIN EDGE DLf 3' MIN SPACING A 2 PER CONN 2PER CONN 4 PER CONN 2 PER CONN 2 PER CONN B 2985135698 2PER CONN 6P91194 4P9R CONN 4 PER CONN C 4 PER CONN 4PER CONN 8 PER CONN 4PER CONN 4 PER CONN D 4 P9R CONN 498513099 •••N/A - -- 6 PER CONN 8 PER CONN BEAM ANCHOR SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER WMNEC ION (Le TOTAL QUANTITY AT EACH BEAM END). 2. ANCHORS SHALL BE DISTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH CONNECTION. 3. ANCHORS SHALL ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANGLE, WITH Y4° MIN EDGE DISTANCE TO END OF ANGLE. -BEAM DESIGN SCHEDULE SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURE IN 5.40975 (P5`) REFER m SPAN SCHEDULES FOR MK ALLOWABLE BEAM DESIGN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE 068381 PRESSURES AT EACH RESPECTIVE BEAM SPAN AND SHUTTER SPAN. 2. THIS SCHEDULE 1S APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE L0DTEDBy TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULE(S). USiPCV'rJ E6 IS d 2+czs�. <ul -swn Ii 2'x35:34' 8E4M .2°x654" BEAM 2°14`1,39° BEAN 2° BEAM TYPE C D D CONNECTION A TYPE B C D CONNECTION A TYPE B C D CONNECTION A B CCN A NECTION 8 TYPE C 6m® 5 FT 8 FT 125 78 346 122 146 146 125 146 146 146 125 145 146 Q�ENmQ©� 91 91 146 91 125 146 146 146 91 91 104 122 Q© 104 91 91 78 91 91 91 78 10 FT 62 73 73 62 73 73 73 62 73 73 73 73 73 12 FT 52 55 55 52 55 55 55 52 55 55 55 55 55 5 FT 100 140 140 100 146 146 146 19 146 146 146 146 146 6 FT 83 117 117 83 122 122 122 83 122 122 122 122 122 ©M. 55 55 6FT 005 ©0EM 62 SO EIm�Omm 73 © 55 ©0' 55 42 © ©�El 55 '° 42 0 LOFT 12 Ff 42 55 55 15 42 55 5 FT 81 81 81 61 83 128 148 146 83 146 83 146 146 6 9 6 8 6 8 6 8 6 8 6 9 1. 0 7 1 22 1 73 68 122 122 122 8 FT 51 51 51 51 52 80 91 91 A 91 91 91 I0 FT 91 41 41 41 42 64 73 73 42 73 73 73 12 FT 34 34 34 34 35 53 '55 55 35 =• 55 _� 55 55 5 FT 51 51 51 51 71 110 142 146 71 142 ' . 142 146 6n 43 43 43 59 91 1 - -- 122 59 1 - -- 122 •' 1 - -_ 122 8 FT 32 32 32 45 69 89 91 45 . • 89 91 •' 89 91 to FT Ell 73 ®m ®00 71 73 12 FT 21 n h1E11311:11 30 46 55 55 30 46 55 55 '.• 46 55 5 FT 34 34 62 96 122 122 62 96 125 146 96 146 122 69 QQ FI©" I®' 101 rill 104 Fri " 0 ' 8 FT 21 21 21 n 39 60 76 76 35 60 78 91 78 91 10 FT -•- - -- --- --- 31 48 61 61 31 48 62 73 •+ 62 73 12 FT __. .._ .._ ___ 26 40 51 51 26 40 52 55 "a 52 55 0+ 5 FT 24 24 24 24 55 85 85 85 55 85 111 146 111 146 6 FT 20 20 20 20 46 71 71 71 46 71 92 122 92 122 8 9- -- - - - - - - - 35 53 53 53 35 53 69 91 35 53 69 91 10 F T - - - - - - - - - - - -30 43 43 42 30 4 3 83 7 3 35 4 3 5 5 73 12 F T _ -- - -- - -- ___ 23 36 36 36 33 36 46 55 23 36 46 55 59 ___ ___ .._ ___ 50 62 62 52 03 77 100 146 50 77 100 146 6FT --- --- -•- --- 42 52 52 52 42 64 83 122 42 64 63 122 8 9- - - - - - - - - - - - -3 1 3 9 3 9 3 9 21 16 62 9 1 3 1 4 8 52 51 25 31 31 31 25 38 50 73 25 38 50 73 129 - -- -:- --- - -- 21 26 26 26 21 32 42 55 21 32 42 56 i,i 5 9- - - - - - - - - - - - -3 6 3 6 36 36 42 64 83 122 42 64 83 138 6FT - -- - -• - - -- 30 30 30 30 35 53 69 102 35 53 69 115 8 FT 10 FT ®® - -. - -- 23 23 23 23 40 52 76 26 40 52 86 -- --- _-- -•• 32 42 61 21 32 42 69 12 FT --- -- -- --- --- --- - - - 27 35 51 - - - 27 35 55 5 Fr . _ _ - _ -- 23 23 23 23 55 71 82 36 55 71 101 6 F .._ ._. ..- .. __ - - 46 59 e 30 46 59 84 8 FT - -- - _ - - - - - - - - - - - - -- - -. , 39 45 22 34 45 63 30 FT ... ... ... ... ... ... ... ... ... 27 41 -._ 27 36 51 12 FT ... ... ... ... ... ... ... ... ... 23 30 34 -•• 23 30 42 REFER m SPAN SCHEDULES FOR MK ALLOWABLE BEAM DESIGN SCHEDULE NOTES: 1. SCHEDULE GIVES MAXIMUM ALLOWABLE 068381 PRESSURES AT EACH RESPECTIVE BEAM SPAN AND SHUTTER SPAN. 2. THIS SCHEDULE 1S APPLICABLE TO ONLY THOSE COMBINATIONS OF MOUNTING CONDITIONS SHOWN IN THIS SECTION. 3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE L0DTEDBy TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULE(S). USiPCV'rJ E6 IS d 2+czs�. <ul -swn ANCHOR SCHEDULES: 41 ANCHOR POLYCARB BLADES Cl SPAN UP TO 74" c5 a SPANS UP T08' -8° O5 SPANS UP TO 15-0" cs CONN C2 TYPE C3 C4 I CONN C2 TYPE c3 ca a Cf1NN a TYPE 03 08 ov ^ 4fs' ITW TAPCON (ATE) MIN EMBED: 1.75' MIN EDGE DIST: 3° 45 12.0° 12.0° 120° 120° 127 12.0' 12.0' 120° 9.6° 12.04 12.0° 120' 7.3° 53° 6.3° 5.4" 57 120° 120° 12.0° 112" 12.0" 120' 12.0' 12.0° 7.4' 12.0° 120' 12.0' 65° 4.8" 73 12.0' 120' 120° 85° 12.0° 120° 12.0° 8.2" 5.7° 73° 1247 127 65" 40° 5.7 105 12.0° 120" 82' 5J 7.3' 120' 12.7 6.5' 4.8' 57 17.0° 120° 65" 4.8° 5.4° 170 120° 120° 6.5° 4.8° 5.4° 120° 127' 65° 4.8° 5.4° 12.0° 120° 65° 4.7 5.4° E.T IMIN I� �� '34' ELM ULT RACOM - _ , . 12.0° 12.0" 12.0 127 120° 12.0° 8.7 12.0" 120° 120° 6.3° 4.7 57 MIN EMBED: 177 EDGE DIET: 25" 1171 12.0° 120° 120' 101° 120° 127 120° 11.2" 6.6" 11.2" 110° 115° 5.6° 43° 1 120' 120° _ Cr' 120° 120° 7.6° 120° 120° 12.0° 7.0" 5.1' 6.6° 120° 115° 5.6" 43° 4.8° 105 12.0° 120' 7.1° 5.1° 64' 120' 11..' 5..' 12.0' 4.8° 120" 115' 5.6° 4.3' 4.8° 170 1104 115° 5.6' 4.3° 4.8' 129" 115° 5.6° 4.3' 4.7 120' 11S 5.6° 43° 4.8° Im z $ 'h4" ITW TAPCON MIN EMBED: 2.25 MIN EDGE DIST: 3.125" 45 110' 12.0° 12.0' 127 110° 12.0" 120" 1247 120" 32.0" 120' 120° 105" 82° 9.9° A. 120' 12.0° 12.0° 120° 120" 120' 12.0° 120° 115" 12.0" 120° 120' 9.2° 7.5' 8.4° 73 1 120° 120° 12.0° 12.0° 12.0° 120° 120° 11.7 8.8° 115' 120" 120° 9.2' 7S 8.4' 105 12.0° 120' 11.8° 8.8" 11.6" 1247 110' 9.2' 75° 8.4' 120' 120° 9.2° 7S 8.4° i1■av": VW. s._ 170 12.0" 120' 92° 7.5° 8.4° 120 120° 9.7 75° 8.4' 12.0" 12.0" 9.2' 75° 8.4° gT i 945' ELCO ULTRACON MIN EMBED: 1.75' MIN EDGE DIST: 7 45 1 1204 120° 127 120" 120' 120 120 12.0° 120° 120° 110' 127' 87 71° 87 57 12.0° 120° 127 120' 120° 120' 120° 120' 10 .0° 120° 12.0' 120" 7.7 65° 73° 73 120' 120 120' 11.4° 12.0° 120° 12.0° 9.7 7.6° 10.1° 120° 12.0° 7.7" 65° 7.7 105 120° 12.0' 9.8° 7.6° 10.7' 120' 120' 7.7 6.5' 7.3° 120° 120' 7.A 6S" 73° i�oea�m�.v�.a��c> 170 120° 120° 77 6.5° 73° 120° 120' 27" 6.7 7.3' 120' 120" 7.7 65° 7.7. mR )4-20 ALL PONES801..SET MIN EMBED: 0.875' KEN EDGE DIST: 7 * i y I 45 1120" 120° 120° 120" 12.0" 127 12.0° 120' 10.2' 120" 120" 120° 7x 9.6 6.8° 57 1120' 12.0" 120' 11.9' 120° 120° 110° 120° 7.8° 120" 120° 127 6.4' 51° 5.7° 73 1 12.0" 12.0' 12.0° 9.0° 120" 120° 124° 8.1" 60 . 7.8° 120° 12.0' 6.4" 5.1° 5.7 105 1 120' 120' 81" 6.0" 7.9' 127 12.0° 6.4" 51° 5T 120° 120' 6.4" ' S.1° 5.7 170 1 120" 12.0° 6.4° 51" 5.7 120° 12.0' 6.4° 5.1° 57 12.0' 120' 0.9" 5.1° 57 • •4° 1TW TAPCON MIN EMBED: 1.25° MIN EDGE DIET: 25 45 120" 120° 12.0' 6.1" 10.0' 12.0° 12.0" 03° 3.9" 6.9° 6.9° 5.4° 4 , 4 57 12.0" 12.0° 12.0° 4.6" 7.9° 95° 95° 4.6° 3.0" 5.4° 6.4° 43" 73 10.7 10.7' 6.1° 3.4" 61' 7.4' 6.1° wzr %/ ��rAT A po� �l�B�/ 152TMI. /J,f /%/ 105 7.4° 62" / /// 3.1° /��ir 6.4" 4.T 6.4' 4.7 170 6.4° 47 8 p G 34" RICO ULTRACON MIN EMBED: 1.25° MIN EDGE DST: 25° 45 120° 120° 120° 6.0" 10.6" 10.8" 10.8' 7.3° .. 4.9° i 57 120° 120" 11.8° 4S' 8.3° 85° 85" �R 5.8° 42' 73 9.6° 9.6° 5.4° 3.4 "6.5' 6.66' 5,5 "B A dr 3.1° 4422 °B�� %4�� %/%/ �� A / %j / /}� /!�� r 103 67 5.7 55° 47 ��" / / //� /I� VZ _ % /%l �= %7 % / rigro 7.7 63' 63° 63° 63° /% /// AAVA ..&rrf�i 170 pup IV' VW TAPCON MIN EMBED: 1.25° PUN EDGE DIST: 4° 45 12.0° 120" 12.0° 9.1" 120' 120° 12.7 11.0° 93° 57 120° 120° 120° 6.8' 110' 120° 12.0' 1/11 8.7° 8.6° 73 12.0° 120' 01° 6.1" 9.8° 3/ 9 ° / 9.9' 8.2" iOri0 4.8° 8.6° 105 99° 8.7 170 &S 63°- i"��rAM/ZA g ' V." 01.00 0A2RACON MIN EMBED: 1.25 MIN EDGE 0038: 3° i>_avvm�w•��caa, >. 45 120° 12.0° 120' 8.6" 120' 120' 12.0° 12.0° 5.6" 10.1° IV [j�,' 4 �'M �A�// 57 120° 170° 12.0" 6.5° 11.0' 120' 12.0' 6J" A3" ' , 93° 73 12.0" 120" 8.8° 4.9" 8.6° 10.8" 89° Q��I 93' 105 10.8" 9.0' 42° _ �A��, //rA /m WAIm M ��V�iM 170 93° 6.9° / 1 ii- 20 ALL MUM SOUD•SET MIN EMOED: 0.875" MIN EDGE DIST: 3° * L `: � 45 120" 12.0' . 127 117 12.7 120° 120° 120° 7.4° 120' ' 11.0' S3" 4.0° 49° 57 120' 120° 120' 8.6" 120° 120' 120° 9.7 5.6' 9.7 ' 9.6° 4.6° 3.7° 4.1° 73 120' 120' 120' 6.4" 10.8° 120 12.0' 59" 4.3° 5S° 9.6° 4.6" 3.7 4.1° 105 120° 120° 5.9° 4.3" 5.7 120' 9.6' 4.6° 3.7 41° 120° 9.6° 4.6" 3.7' 4.1" 170 120' 94" 44" 377 4.1° 120" 9.6° 45' 37 41° 1204 9b° 4.6° 3.7 4.1° ROTE: REFER TO SPAN SCHEDULES FOR MAX ALLOWABLE' SPANS AND PRESSURES i ,8 AACNOR POLYCARB BLADES a SPANS UP TO E'-0" CS a. SPANSd,P TO 8' -8° C5 SPANS UP TO 17-0° CONN C2 TYPE C3 C4 CONN CL TYPE C3 C4 a 'CONNTYPE C2 C3 C4 C5 "vS As t4 014 WOOD SCREW MIN EMBED: 1.7 NUN EDGE D1ST: 0.75" 45 12.0' 12.0° 120° 5.7 82° 12.04 12.0° 9.9" 3.7" 57 83° 6.7 3.1' 2.1° 24° 57 120° 120° 12.0° 43° 65° 11.4° 11.4° 5.5' 2.5 45' 7.7° 57 27 1.9" 21° 73 120° 120' 7.3° 33° 50° 8.9" 73° 3S° 2.7 28° 7.7" 57 27 1.9' 21° 105 8.9° 7.4° 3.5' 22' 2.8° 77 5.7° 2.7" 19' 21° 77 5.7' 27 1.9' 21' 170 7.7 5.7" 27 1.9" 21° 77 5.7 23° 19° 2.1° 7.7' 57 27 1.5 2.1° 3 N w t/4- LAG SCREW MIN EMBED: 1.5 MIN EDGE DIST: 0.75 84637-4" 45 12.6° 120° 12.0° 6.4° 8.1" 12.0° 120° 12.0' 43° 5.6° 12.0° 10.9° 52° 2.4° 27 A 120° 120' 120° 4.9" 6.4° 120° 12.0" 92° 33° 4.4' 12.0° 9.5" 44' 2.2° 24° 73 1 120' 120° 120° 3.7 5A° 120" 120' 5.8° 24° 3.0° 12.0' 95" 4.6" 22° 24° 105 12.0° 120° 5.8" Zb° 3.0" 120' 9S° 4.6° 22° 2.4° 12.0' 9S' 4.6" 2.2° 24° 170 120" 95° 4.6" 2.7 2.4' 120° 9.5° 44° 2.2' 2.4° 12.0' 9.5' 4.8" 2.2° 2.4° N D '/4' MASONRY SCREW MIN EMBEIA 1.7 MIN 13704£ OUST: 0.75 45 125° 12,7 1104 62° 7.8° 120' 120° 12.0" 4.1° 5.4° 120° 10.7 4.8° 23° 25 57 120° 12.0° 12.0° 4.8° 6.2° 12.0' 1247 8.6° 32° 43° 11.9° 8.7 42° 21° 23' 73 120" 12.0° 11.2° 3.6° 4.8° 120" 11.4° 5.4° 25° 2.9° 11.9° 8.8° 42° 2.1" 23° 105 12.0" 115" . 5.4° 2S' 2.9° 11.9" 8.8° 42° 21° 2.7 11.9" 8.7 4.2° 21° 23° 170 i 11.9' 8.8" 42' 2.1° 2.3° 11.9" 8.8° 42° 2.1' 23" 11.9' 8.8" 4.2° 2.1° 2.3° NOT& REFER TO SPAN SCHEDULES FOR ANCHOR NOTES: L ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS 2. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE 3.: ENSURE MINIMUM 3/4" EDGE DISTANCE FOR ALL ANCHORS TO WOOD FRAMING (Le ANCHOR SHALL BE LOCATED IN CENTER OF STUD WHERE FASTEN@ TO NARROW FACE OF NOMINAL. 23 FRAMING). 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, 8117 ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAX ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDUIB(S) SHALL APPLY. 6. WHERE HOST STRUCTURE S WOOD FRAMING, VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD (U.N.O.). 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2° ENGAGEMENT OF OR FADS I BAS SE ANCHOALK D MAY 4490. A PAN HEAD, TRUSS HEAD, 8. * _ DESIGNATE REMOVABLE ANCHORS. GLASS SEPARATION SCHEDULE GLASS SEPARATION SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM REVD SEPARATION FROM 0.920281. 2 SEPARATION S MEASURED FROM GLASS TO NEAREST PART OF SHUTTER ASSEMBLY - REF MOUNTING SECTION DETAILS. 3. WHERE ANY POLYCARB BLADES ARE INCLUDED IN A PARTICl/1AR SHUTTER ASSEMBLY, USE GLASS SEPARATION UNDER 'POLYCAR5 BLADES°. PRODUCT REVISED as complying with dta Florida A P��-10.0 0 ./ BxF�um" Dat0 o ?"c:ac /6 ALUMINUM BLADES ONLY POLYCARB BLADES (WITH OR WITHOUT ALUM WADES) BLADE SPAN POSITIVE PRESSURE AT OR BELOW 30 FT ABOVE GRADE MORE THAN 30 FT ABOVE MADE AT OR BELOW 30 FT ABOVE GRACE MORE THAN 30 FT ABOVE GRADE 5b° 45.0 PSF 27/8° 11/2' 21/2° 13/8' 54.0 054' 27/8° 1 1/2" 21/2° 13/8" 73.0 PSF 27/8° 11/2° . 21/2° 13/8° 105.0 PSF 27/3' 11/2° 21/2" 13/8' 146.4 PSF 2 7/8° 1 1/2° 21/2" 13/8° 7-7 450 PSF 54.0 PSF 73.0 PSF 104.6 PSF 2 7/8° 15/8° 21/2" 1 1/2° 2 7/8° 15/8° 21/2° 11/2' 2 7/8° 15/8" 2 1/2° 15A8" 2 7/8° 13/4' 21/2" 13/4" 8,7 45.0 PSF 54.5 P5F 73,0 ESE 91.4 PEE 2 7/8° 15/8° 2 1/2' 1518' 2 7/8' 13/4" 2 1/2" 13/4" 2 7/8° 1 7/7 2 1/2° ��.�I��.�V�� r ��.��AVi r��A �.� / /�.�� a�r' ��AV rA r A r //. 17/8" 404 V��4 /I A r A V A lr A ��.t/,�� // /��/��A A. 2 7/8° 7 9-0° 45.0 PSF 54.0 PSF 730 PSF 813 PST, 3° 1 7/8" 3° 1 7/8° 3° 21/8° 3' 21/8° 10,7 45.0 P5F 54.0 PSF 732 PSF 3° 7 3° 21/4° 3° 21/7 17-6" 45.0 PSF 54.8 ,SF 3° 2 3/4" Tr 3° 3° r ��. Or Ar 15.0° 224 PSF 3° 3' GLASS SEPARATION SCHEDULE NOTES: 1. SCHEDULE GIVES MINIMUM REVD SEPARATION FROM 0.920281. 2 SEPARATION S MEASURED FROM GLASS TO NEAREST PART OF SHUTTER ASSEMBLY - REF MOUNTING SECTION DETAILS. 3. WHERE ANY POLYCARB BLADES ARE INCLUDED IN A PARTICl/1AR SHUTTER ASSEMBLY, USE GLASS SEPARATION UNDER 'POLYCAR5 BLADES°. PRODUCT REVISED as complying with dta Florida A P��-10.0 0 ./ BxF�um" Dat0 o ?"c:ac /6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Company, Inc. 6865 N.W. 36"` Avenue Miami, Florida 33147 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.eov 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 -off€ -- applicable- building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane ESCRIPTION: 0.0312 "(min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -343, titled " The 24 Steel Storm. Panel Shutter ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed —and-sealed-by-J. W. Knezevich, P.E., bearing-the ?A' .,o ' :.. :.�. ... -Con • - 0 -- 0 the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #06- 0410.01 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. NOA No 07- 0322.04 Expiration Date: 08/30/2012 Approval Date: 06 /07/2007 Page 1 Hurst Awning Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMI1"rED UNDER PREVIOUS APPROVAL # 02- 0627.01 A. DRAWINGS 1. Drawing No. 02 -267, titled " The 24. Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision #2 dated August 30, 2002, signed and sealed by V J Knezevich, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure test, per SFBC PA 202 -94 2) Large Missile Impact Test, per SFBC PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC PA 203 -94 along with marked -up drawings and installation diagram of0.0312" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Test Report No. 02 -005, dated April 11, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on 1) Uniform Static Air Pressure test, per SFBC PA 202 -94 2) Large Missile Impact Test, per SFBC PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC PA 203 -94 along with marked -up drawings and installation diagram of 0.050" Aluminum Storm Panels Shutter, prepared by Construction Testing Corporation, Test Report No. 99 -023, dated May. 14, 1999, signed and sealed by Yamil G. Kuri, P.E. This test is used to qualms the Slide Track Assembly. C. CALCULATIONS 1. Comparative Analysis and Anchor Calculations, pages 01 through 47, prepared by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CER'1'IFICATIONS 1. Mill Certificate from Charter Steel Trading Co., Inc. 2. Tensile Test Report. E. STATEMENTS 1. Statement letter of conformance by Knezevich and Associates Inc., dated June 24, 2002, signed and sealed by V.J. Knezevich, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0410.01 A. DRAWINGS 1. Drawing No. 06 -343, titled "The 24 Steel Storm Panel Shutter", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by J. W. Knezevich, P.E. y A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0322.04 Expiration Date: 08/30/2012 Approval Date: 06/07/2007 E -1 Hurst Awning Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CER I Itc (CATION: 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -JJade County Building Code Compliance Office. E. MATERIAL CERT114'ICATION: 1. None. E -2 y A. Malcar, P.E., M.S. Product Control Examiner NOA No 07- 0322.04 Expiration Date: 08/30/2012 Approval Date: 06/07/2007 8 r3 6: 2.00" 2.00" PRODUCT MARKING LOCATION 750" .750 5 1,1.50',4, 12.50" COVERAGE 14.875" :, .0312" MIN. 5 GALVANIZED STEEL OSTORM PANEL SCALE. 3" m 1' - 0" 0 N :750" 2.00" .750' N 5,j .0312" MIN.,00 . 6.25" COVERAGE 8.75" ONE HALF PANEL PER OPENING MAYBE USED AS REQUIRED TO COVER OPENING. GALVANIZED STEEL ALF STORM PANEL CISCALE, 3" = 1' - 0" 6100164 641&$ 1. THESE APPROVAL DOCUMENTS REPRESENT A SNHU7TTER SYSCTEEM ANALY(Z1ED WITH ' MIAMI DADE COUNTY PRODUCT CONTUROLCDIVISION RDR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 EDITION WITH 2005 SUPPLEMENT. 2: NO ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd o 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. THINE THE POSITIVE AND NEGATIVE DES GN LOADS TO USE WHEN REFERENCING LOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH GOVERNING 7 02. A DIRECTIONALITY FACTOR FACTOR OF Kd o 0.05 SHALL BE USED. 4. FOR SITE - SPECIFIC APPLICATIOARE OP THIS SHUTTERDSYSTFNNCLUOE INFORMATION 5. USEE OF HEMINISTpRATIVENCOOSMENTS COMPLY WITH CHAPTER 61015 -23 OF THE 6 HHEEV AtT NDDNTHE CORNTRACTOORR VERIFIES THAT TEXISTING STR LUREDOEANOT DETAILED HEREIN. 7.} ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL gDOCUMENTS. �q THESE BUILDING OggFEICIAL MAY){g,ELECEDTEOODNET�01' THME�FOLLOWII�NgGPgOpPTIONNpS��OH C�UME�N(TS, TTHE A) §hDDETAILALE DB USTIIIFYNTHC EOEOVGIAETIONR SAPID DOREUME.NTS SHAW(HIBE THE BUILDING OFFICIAL GRANTING HIS /HERPAPPRE REVIEW AS A CONDITION TO 91 AND SECURED FROM THETMIAMI- TIME PRODUCT CONTROLLDIVISION i WHEN AREAS ONLY OPHTIOLNI,E DEVIATIONS OCCUR ACCEPTED THE HIGH VELOCITY HURRICANE 9. OF ONE MARKING PER PANELS, ANDTSHAI.L BE ONE AS FOLLOWS, WITH A MIN. ■ HU18T AWNING CO, RC. MAM . FLORIDA MIAAM- EADLE[COUNTY PRODUCT CONTOL APPROVED t0 AND ALV PANELS GALVANIZED CK ESSES A NO MECHANICAL WITH THE SING BARE MSTAL 0.0312" MIN. THICKNESS (AFTER THICKNESS A MIN. Fy.. 80.0 KSI 11i ALL gEXX�TRUSIIONS SHALL BE 6063 -T6 ALUMINUM M ALLOY, U..O.N S 12i MINIMUM TTENSITLE STRENGTHHOF B0 K51 DRVAPPROVED COATED HARDWARE ITH A 13' IC hEAPAN 4 MAY MOUNTED G OR HORIZONTALLY WHERE AP PLICAB CONDITIONS C .375" R 31 0 .625 "0 (1/16 GALVANIZED STEEL) OKEYHOLE WASHER (OPTIONAL) SCALE . HALF SIZE 2.000 "I U` 'HEADER 6 SCALE. 3" = 1' - 0" 6 .315" R 01-11111 0 .375 0 90" TYP. .120" SLIDE C- RACK (FINISH) 890" 90" 7 0" YM 700 C -TRACK //' .375" .215" .050" .250" 865" / (ZAMAC 3 ALLOY) OWABHERED WINGNUT 4 SCALE . HALF SIZE SCALE . HALF SIZE 1/4 -20 STUD x 3/4" LONG O.C. 5112.0" OR T12.5" 11 STUDDED S AP (SLIDER) SCALE 1 H LF SIZE SCALE . HALF SIZE I 2v I r 6i)2' x 2" x SCALE . H 05" A4.380" 195275" 095" TYP. .05' TUBE 18 F -TRACK LF SIZE SCALE. 3" r, 1' - 0" OC-TRACK (FINISH) sCALE . HALF SIZE 12 ANGLE SCALE. 3" . 1' - 0" .380" 195275" 095" TYP. ,2.000 "1• OE -TRACK 16 SCALE. 3" • 1' - 0" PRODUCT RENEWED Its mess4111q r. kh tat it of z AAscaopGtltsi. ? - -6312„. (.7 OSLIDE C -TRACK SCALE . HALF SIZE 1/4 " -20 x 3/4" S.S. MACHINE SCREW STUD �P1UNCHED INTO ANGLE (STUD DIRECTION ON MAY 625" BE REVERSED) 125" TYP. OBUILD -OUT F- TRACK. 17 SCALE . HALF SIZE PRODAICT !MINED ae aompllytog with the Merida Nakfts Coda Amphora N,D6-.0 0.0J don Data - I -.arm/ • 4. 6 CO (A A J.W knezevich Prora..wnsi Engineer 0. La awe N04 pa (4119$1 04 20000 04/04/2006 AS AS NOTED L�J "a 06 -343 sheet '1 of 6 "1 TYPICAL SECTIONS PLAN IEW -00 E W DTH UN IM TED PERPENDICULAR T PA E SPAN (;)PANEL ELEVATION SCALE: 1/4" = 1' - 0" OVERLAP WALL BEYOND WINDOW DISTANCE 1.5 TIMES GREATER THAN BUILD -OUT IST. (NO CLOS ' E ANGLE REO'D) X1375 TYP. TOP AND_„ IOTTOM 3125 "O MINIMUM SHUTTER OVERLAP SHALL BE 1.5 TIMES BUILD OUT DISTANCE 1/4" MAX. ALUM. ANGLE BUILD -OUT CLOSURE PIECE DISTANCE r x 2" x 0.125" MIN. 2" x 5" x 0.125° MA EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL D SCALE: 1 -1/2" - 1' - 0" 00 war 1/4 -20 S.S. BOLT wIN0a 8. 24" D.0 (TYP. 20 GAGE GALV. STEEL BENT ?LATE OR 2" x 2" x .125" ALUM. AANGLE (6083 -76 11" OVERLAP LOY) MAX. CORNER CLOSURE DETAIL ‘..11./ SCALE 1 -1/2" = 1' - 0" EXISTING BAY WINDOW 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE 16063 -T ALLOY) 1/4 -20 S.S. BOLT & WINGNUT 10 24" 0.0. (TYP. MAX. O H CORNER CLOSURE DETAIL SCALE 1 -1/2" - 1' - 0° AP ASTENER 10 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.R. & 0 8" 0.0. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR ANCHOR) SCHED. FOR ANY ACCEPTABLE EXISTING GLAZING SEE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP 14 BOTTOM) FASTEI DESIGN EQUAL FOR DE THAN 1 SCHED ANCHO EXISTIN HOLLO WOOD (TYPIC REFE SCHE SPAC TYPICAL SECTIONS W DTH UNL MT'(ED_ (PERPEND CULA(0 TO PANEL SPA ) FOR DIRECT 0 T APPLICATIOP ONLY. GROUND PANEL ELEVATION SCALE: 1/4" - 1' - 0" IER OD 12" O.C. FOR LOADS LESS THAN OR TO 110 P.S.F. & 6" 0.C. IGN LOADS GREATER 0 P.S.F. (SEE ANCHOR LE FOR ANY ACCEPTABLE ) "t- CONCRETE, BLOCK OR RAMING. LI EMBED. ,141/2" MIN. OV ERLAP ALUM. ANGLE CLOSU E PIECE 1" x 2" 0.125" MIN. TO 2" x 5" x 0.125" MAX. RAP MOUNT CLOSURE CALE' 1 -1/2" - 1' - 0" 01106 TYPE ENCE ANCHOR ULE FOR MAX. NG 01 OONNECTICN TYPE REFERENCE,ANCHOR SCHEDULE -OR MAX. SPACING OWALL MOUNT SECTION SCALE 3" = 1' - 0 ". AIL 1/4" MAX 1/4" MAX TYPICAL SECT ONS W DTH UNL M TED (PERPENDICULAR TO P NEB L SPAN) OC MITER PANEL ELEVATION SCALE 1/4" = 1' - 0" 1/4" MAX. 00 PLAN VEW 1/4" MAX. EXISTING CONCRETE HOLLOW BLOCK 0 WOOD FRAMING. WALL MOUNT CLOSURE DETAIL F SCALE 1 -1/2" - 1' - 0" PRODUCT RENEW60 at sampryhag with the F1ar067 BaldMg Code ASrcptonco NoO -0 ZZ..O HOD r, ,, • guy 2.a :Ei. t.._9TrI. PROBOCT REVISED as mmpfyla0 nidl Iho PI¢Pfds B¢IdIug Cmle Aecenhmce N¢ Dt -0 , o.OI Esp7Ea0aa Deco I :-A07,i .0 071 .L / .i .< Miami Dad,' ^` et Co¢ 013M.. 0 N J.W Knezevlch P,o 4ton*1Engine& PL Utmee Noe PE 0041961 /0/04 2 00 6 04/04/2006 AS NOTED MCR ®® [sheet 2 of 6 SEE TABLE 2 ' GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 05 CONNECTION WITH PIECE 01 CONNECTION WITH PIECE Q31 LEG IN REFERENCE ANCHOR SCHEDULE FOR MAX SPACING IIiI H ATT�RAL 3/4" PLYWOOD EXISTING 2" x 4" x 1/8" CONT. GLAZIN ALUM. TUBE (6063 —T6) 1/4 "0 POWERS CALK —IN AND 1/4 -20 S( M7/8" mN. EMS. 116"0 6.S.H ACHI MIS. REW 84 " 0.C.OR BLOCK OR 1/7. LAG SCREW IjII IN Ifil 12 0.0 W / 0 /2" MIN. E B SPECIFIC tqf � GRAVITY "0" OF 0.55 OR GREATER 1/2 "0 THRU BOLT W/ LOCKNUT @ 6" 0.C. 1/4 "P+ POWERS ALK —IN AND 1/4 -20 WITH 7/8" MEN EMB IN 12" NC. ORCC /8 H1 20" O C. W /11 -1 /2Y MIN EMB. IN WOOD. MAX. GRAVITY "0 OR OF SPECIFIC ATER ©2 "x2 "x1 /8" CONT. A UM. ANGLE (6063 —T6 ALLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE EXISTING GLAZIN (MAX, DESIGN LOAD t 73 PSF) O'PASS THRU' DETAIL SCALE, 3" =1' — 0" 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 05 CONNECTION WITH PIECE C1 CONNE0110N WITH PIECE LEG OUT E LEG IN REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN W W <5 Z 1 i GLAZIN G ce 1 O to F -I N z 1!,u z E EXISTING CONCRETE, HOLLOW BLOCK OR WO 0 FRAMING. (TY . TOP & BOTTOM) 014 x 3/4" EK SCREW ({3 16" 0.C. 0 1/4 -20 MACHINE BO T WITH LOCK NUT 16" 0.C. (TYP. TOP BOTTOM) 1/4" MAX. 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER @ 6" 0.C. OR 6 -1/4" 0,C. OR Cd 12" OR 12 -1/2" MC. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. O•F' TRACK/DIRECT MOUNT SECTION SCALE, 3" + 1' - 0" OBUILD -OUT MOUNT SECTION SCALE, 3" = 1" - 0" EXIST! HOLLO WOOD ru (. i� EE TABLE 2 EXISTING GLAZING G CONCRETE, BLOCK OR RAMING. OTION TYPE NCE ANCHOR LE FOR MAX. G. X. 11 • (OPTIONAL " MAX. CONNECTION E REFERENCE A CHOR i SCHEDULE FO MAX. SPACING ©CEILING / FLOOR MOUNT SECTION SCALE, 3 " =1' -0" CI CO CTION TYPE REFS ENCE ANCHOR SCHE ULE FOR MAX SPAC N 1/2" 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONNEOD Nd TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ( 014 x 3/4" TEK SCREW MACHINE BOLT WITH LOCK NUT @ 16" 0.0. O M BUILD -OUT MOUNT SECTION SCALE, 3" = 1' - 0" EXISTING CONCRETE, HOLLOW B OCK OR WOOD FRA ING. ITYP. TOP : BOTTOM) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O ISH TRACK / PRE - STUCCO TRACK CALE, 3 " =1' -0" 1/4" MAX. mDUC'rRENEWED lee tomplytos with the MOO Ba lIngCote ACcoptmica We 0 - o Z .04. Ezpl :"ml Data 0 o/ Cd all ti J.W Knezevich No Wand Engineer R Lxanw Noe PEOW1961 2OT6 Of RRa (Mvhbe PRODUCT REVISED as emptying with the Fliti&V Ba dag Coda Acceptaae6 Nte 06 —.0 , 0.01 Eapiratioa Dater :l/ ZjL' o.07 Minos Dade Division tl4' • 04/04/2006 =w . AS NOTED r4"568 l MCR 08 -343 (sheef 3 of SI EXISTING GLAZING EXISTING WOOD ROOF JOIST OR FRAMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4 "0 LAGS SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER Lo124" 0.C. MAX. 1/4" MAX. MAX DESIGN LOAD • x 47.9 P.S.F. OCEILING MOUNT SECTION SCALE: 3" a 1' - 0" .PUNCH 3/8" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TYP. 5" LONG HANDLE RIVETED TO PANEL NOTCHES: (TYP. BOTH SIDES) FLOOR OR WALL MOUNTED 2" x 2" x 1/8" CONT STUDDED ANGLE l OR C- TRACKU(9�TOR ® E (SEE bETAI 5 J, P, W OR Z FOR BOTTOM MOUNTING CONDITIONS) pETkL V NOTE EXISTING p GGLAZING STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) THREE - 1/4 "0 WOOD AG SCREW W/ 2 -1/2" MIN EMB. INTO WOOD MEM ER CO 24" 0.C. MAX ter a 4" x 1/4" x CONT. 6063 -76 ALUM. PLATE #14x 3/4" TEK SCREWS 119 12" 0. BETWEEN TRUSSES FOR AN OPENINGIWITH PANELSNNSTALLED FROM INSI PANEL REFERENCE DETAILS J, P, R OR 5 FOR TOP MOUNTING CONDITIONS. MAX PANEL HEIGHT - 8' - 8' OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. EXISTING GLAZING --� EE TABLE EXISTI G WOOD ROOF JOIST . HALL BE PERPE DICULAR TO THE PANEL FACE 1/2" EXIS ING PLYWOOD SOFF T AND /OR STUCCO 1/ 0 CEILIN.t /F '.R MOUNT E TION 01 ETAIL �lm \� Ea- a s•- Ow 8/4' SLIDE TRACK y w w SCALE: HALF SIZE a= N E>1 • a OONNE.TION TYPE REFEREI4�CE ANCHOR XISTING CONCRETE, SPACINt�i E FOR MAX. HOLLOW BLOCK OR TOP & FRAMING, MB NOTE USE OF DETAIL SHALL BE IN CONJ1SOT1ON WITH AN h ' HEADER OH • U • HEADER T MOUNT SLIDE TRACK ASSEMBLY - INSIDE MOUNT W SCALE :3 " -1' -0" MBED 5/8" MAX. 02 CONNEC1105 TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" w EXISTING GLAZING w W EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP & BOTTOM) TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL #7 1/4 -20 NC THREAD 1/4 -20 x 3/4" iMACHINE SCREW W/ U 000 STRAP /16" 1.0. AND 1/2" OM, x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) /16" IN. SSEMBLY (BLOW UP) L4 , f 0 1• /4" MAX. 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 WALL MOUNT SECTION SCALE 3" n 1' -0" P$4BIICT RENEWED me cm+plyir.8.+ith the 6Tet1da Bulding NO .- o32'L.04 Ex.. , i i7 ' 71_ /• ! U.. jr «@ Coatr n 00 1/4 -20 x 3/4" MACHINE SCREW STUD am 12" 0.C. OR 12.5" 0.C. E 0 V 1/4 -20 HEX HEAD NUT 5/16" .D. AND 1/2" 0.0. x 3/16' MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) Z SCALE13 FINAL LOCATION OF STUD 7, :.. . ,1,917 1 ' 1' 1 - 0" fV • 0 PRODUCT REVISED w cwwaytag Nita the Florida BuWng Code Accepinece No 0 Expiration Du By ini)Dade Division a 0- °ex 04/04/2006 va M NOTED L J® 06-343 [sheet 4 of 6) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC Ili((yjjj ANCHOR TYPE LOAD (W) P.S.F. MAX. (5E6 NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO 5' -O" (SEE NOTE 1) SPANS UP TO 8•_7" (SEE NOTE 1) SPANS Up TO 12•_O" (SEE NOTE 1) SPANS UP TO 5•_O" (SEE NOTE 1) SPANS UP TO 9•_7' (SEE NOTE 1) SPANS UP TO 12•_O" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONCRETE -°- ]t✓lilil1X11i41111A1t on 7/pp {j'��8� TDpOp.M "B'pHEIIX/ MIN 3,145 PSI CONOIEIE) 35.3 16 16 16 16 16 76 16 13 11 16 16 16 10 8 16 16 16 16 76 16 16 16 16 14 16 16 16 12 10 16 47.2 16 16 16 14 16 16 16 10 8 16 16 12 7 6 16 16 16 16 16 16 16 6 13 10 16 16 13 9 7 16 35.3 16 16 16 16 76 16 14 16 14 16 16 16 11 10 16 47.2 16 16 16 16 16 16 16 12 70 16 16 16 6 7 72.0 16 16 11 9 16 15 9 62565515 15 8 6.25 5 15 16 16 15 12 16 16 '0 8 7 16 16 10 8 6.2516 7 122.0 16 9 6.25 5 16 15 8 6.2S 5 15 15 8 6.25 5 15 16 10 8 7 76 16 '0 8 6.25 16 16 10 8 6.25 16 35.3 16 16 16 16 16 16 16 16 12 16 16 16 11 9 16 16 16 16 16 16 16 '6 16 15 16 16 16 14 11 16 (.( IMIMZE54 Ntei7 (MRL3,320PDSN.L r4� ' i FCNON 03N•;, "4 16 76 16 16 16 16 16 11 9 16 16 11 8 6.25 16 16 16 16 16 16 16 '6 .14 11 16 16 14 10 8 16 / 62.2 (62.2 16 16 15 12 16 16 13 9 7 16 14 8 7 6 14 16 16 16 15 16 16 '6 11 8 16 16 10 9 7 16 \72.0 16 13 10 16 14 8 7 6 14 14 8 7 6 14 16 16 16 13 16 16 '0 9 7 16 16 10 9 7 16 \16 12T0 15 9 8 6.2515 14 8 7 6 14 14 8 7 6 14 16 11 10 7 16 16 '0 9 7 16 16 10 9 7 16 �..* 811111111i119.nn::i6l5W 111.111111111111011 FT-10 i t� (MM.3,OOOpS.LcoNOiEIE) 35.3 16 16 16 16 16 16 16 15 12 16 16 16 11 9 16 16 76 16 16 76 16 '6 16 15 16 16 16 13 11 16 = A / 47.2 16 16 16 16 16 16 16 11 9 16 16 12 8 6.2516 16 16 16 16 16 16 '6 14 11 16 16 15 70 8 16 72.0 16 16 12 10 16 16 9 7 6 16 16 9 7 6 16 16 16 16 13 16 16 12 9 7 16 16 11 9 7 16 122.0 16 10 7 6.2516 16 9 7 6 16 16 9 7 6 16 16 12 9 7 76 16 '1 9 7 16 16 17 9 7 16 * 1 tWA,"6ti�8py:� STE 61I4 3,000 11111111 al IN 4HA 11 PSI CONCBEmE) 35.3 16 16 16 16 16 16 16 11 10 16 16 16 8 7 16 16 16 16 16 16 16 16 16 16 16 16 16 74 11 16 47.2 16 16 15 13 16 16 16 8 7 16 16 12 6.25 5 16 16. 16 16 16 16 16 16 14 12 16 16 15 10 8 16 62.2 16 16 11 9 16 16 14 6.25 5 16 16 9 5 4 15 16 16 16 15 16 16 16 11 9 16 16 11 9 7 16 72.0 16 16 10 8 16 16 9 5 4 16 16 9 5 4 15 16 16 16 13 16 16 1 9 7 16 16 11 9 7 16 122:0 16 9 5 5 16 16 9 5 4 15 16 9 5 4 15 16 12 10 8 16 16 1 9 7 16 16 11 9 7 16 C 1/4" F�IySQ/ I H X (MIL 31150'P.S.Sd. ODNQlEIE) 35.3 16 16 16 16 16 16 76 16 16 16 16 16 15 12 16 16 16 16 16 16 16 6 16 16 16 16 16 16 15 16 47.2 16 16 16 16 16 16 16 16 12 16 16 15 11 9 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 62.2 16 16 16 16 16 16 16 12 9 16 16 11 10 8 16 76 76 16 16 16 16 15 11 16 16 13 12 10 16 72.0 16 16 16 14 16 16 11 10 8 16 16 11 10 8 16 16 16 16 16 16 16 13 13 10 16 16 13 12 10 16 122.0 16 12 10 8 16 16 11 10 8 16 16 11 10 8 16 16 14 13 10 16 16 1 12 10 16 16 13 12 10 16 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN 3/4° EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8•-7" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS QOOM 35.3 16 16 16 16 16 16 16 12 11 16 16 16 9 8 16 v4" M00. 1- 44'-'nEN w'�6 e�% T 47.2 16 16 16 14 16 16 16 9 8 16 16 16 6.25 6 16 2 16 16 12 11 16 16 16 7 65516 72.0 16 16 10 9 16 16 14 6 16 14 6 6 16 122.0 16 15 6.25 5 16 16, 14 6 5 16 16 74 6 5 16 9tgaVngaZa3:- *II120=4› F 11.1-.' / PEIT sc8 WITH m+' 35.3 16 16 16 16 76 16 16 16 14 16 16 16 11 10 16 47.2 16 16 16 16 16 16 16 12 70 16 16 16 6 7 16 72.0 16 16 13 11 16 16 14 8 6.25 16 16 14 7 6.25 16 122.0 16 15 8 7 16 16 14 7 6.25 16 16 14 7 6.25 16 ANCHOR NOTES: SHOWN GpEry� ryq gryCH y 1. SLLOSANDDSTO L PANEL SPANS FOR SSPEQIaCLOADSIMUST BE LIMITED SPACING THOSE ALLOWABLE STORM SHOWN IN TABLE 1. � DISTANCE. N GREATER TryE p 2. ANCHOR QUL To NEGAND E DEESIGN LOAD ONESHUT DESIGN ACND LOAD 5 AN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DyEgTAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. REFERENCE ANCHORRSCHEEDULE CONCRETE, PROPER TYPE BASWOOD N TYPE STRUCTURE. gN.�{�7pp� Ep {E, ��TC{I� E7H WALL FINISH 'p�T(� 5. NOTEEDD END SHALL FNOT INCLUDE s S UA O ONLYIIN ERl ALL IINISH S INIM ONN- 6. MEMEER LNOT PLYWOOD FASTEN NEGRTO PLYWOOD IS ACCEPTABLE NLY FOR ySIDEEC�LOLS'TURECPPIE�CrES. g Lg q p.1/ S� pygq �N XUX�D yp� 7 FI (, g T. $SOUSH ERN PIN 0 6 No gPSTpAR GRE 9 W000 FRAMI sof:61 UD S LH E PHILLIPS PAM HEAD 0R�,LNEE{X HEAD. pppp N14 pp EEppp�� gIJmggS g or gyp{ gyp./ 6. 3ASgEHgp AE SCREWS OIAp(,, Og MATY pHAO WETH 01 ALHICEYHG E WASXER FOR 0 RLEC NOUNI(ONDITIONS. U.O.)))N. N 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. DESIGNATES IGREMOVABLE ACSERURNUT R WASHERED WNNUT. ANHORAE REQUIRED POR DIRECT SCREW, MOUNT 04 6" 6 -1/4" 12" OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. R1UCT R M EW r e _ . S rw mplyg Cae 959 F:Ade ACapiano N Rx,. Data ' WIN( •/1. I. Low 1171,4 Won eodra9C6atr61 PRODUCT RBV)SED as complying Wei the ilmtda Balding Cade Accepts:am Noti4eaf: End Nan Dade ii 07 By Mtaml D Omani 0 RS O O Oce co 2 u E I� INN 1 J 69re9Im8 new R Lisa. Na: MO041961 s 04/04/2006 I63 NOTEQ J Mc0 06 -343 tsh1et 5 of 6) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPAN$ POSITIVE DESIGN LDA LOAD (W) (P. ( J = LP.S.F. �j ANCHOR TYPE LOAD (W) MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN 3" EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE N0081) SPANS UP TO 12' -O" (SEE NOTE 1) SPANS UP TO 5' -O" (SEE NOTE i) SPANS UP TO 8' -T" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION ' C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE 02 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 05 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 04 05 ONNECTION (SEE C1 C2 NOTE C3 TYPE 3 C4 05 CONNECTION 01 SEE C2 NOTE C3 TYPO 3) 04 05 HOLLOW CONCRETE BLOCK IMAM UI a11Y111RItlHl__ �7 gXX W /t�V4'M�OMENT MIN. &1 T 35.3 16 16 11 8 16 10 10 6.25 5 10 7 7 4 3 7 16 16 14 10 16 ' 2 12 8 6 12 8 8 5 4 4 5 15 15 10 7 15 9 9 6 4 9 (.25 4 4 3 6. 5 47.2 13 13 6.856.25 13 8 8 5 3 8 5 3/ 11 11 8 6 11 55 6.2 j 720 9 9 5 4 9 5 3 3% 5 S% 3 5 10 10 7 5 10 3 4 3 5 5 3 4 122.0 5 3 3��5 5 03/5 5%3/5 6 3 4 3 6 3 4� 5 5 3 4 35.3 16 16 16 12 16 13 13 9 7 13 9 9 6.2 9 16 16 16 15 16 18 16 12 8 16 12 12 8 6.25 1, �.U, VVpp ET T N W ip4 E 47.2 16 16 12 9 16 10 10 7 5 10 7 5 5 7 16 16 15 11 16 '2 12 8 6.25 12 9 6.2 •.25 4 62.2 13 13 9 7 13 7 6 5 4 7 5.25 3 4 .25 16 16 11 8 16 i 7 6.25 5 9 8 4 5 4 9 72.9 11 11 8 6 11 1.25 3 4 3 6.2.25 3 4 .25 14 14 10 7 14 8 4 5 4 8 8 4 5 4 E 122.0 5.25 4' 4 3 6.295.25 3 4 3 6.296.25 3 4 • .25 8 5 6 4 8 8 '4 5 4 8 8 4 5 4 6 *ffElitlf=01> *1310=323› POi */ V1.14, '�•` - 'N A.4.1 35.3 16 16 16 13 16 16 16 9 7 16 14 14 6.2' 14 16 16 16 14 16 16 16 10 8 16 15 15 7 6 15 47.2 16 16 12 9 16 15 15 7 5 15 11 7 5 11 16 16 14 11 16 16 16 8 6.25 16 11 8 5 4 1,'' 1w 62.2 16 16 9 7 16 11 9 5 4 11 9 5 4 9 16 16 10 8 16 12 9 6 4 12 10 5 5 4 72.0 16 16 7 6.25 16 10 5 4 3 10 9 5 4 9 16 16 9 7 16 10 6 5 4 10 10 5 5 4 141 122.0 10 6 4 3 10 9 5 4 3 9 9 5 4 9 10 6.25 5 4 10 113 5 5 4 10 10 5 5 4 10 * 19WInT•}"1 p�j4' 7/p 6;111.4211* {'`' 36.3 16 16 12 9 16 13 13 7 5 13 9 9 5 9 16 16 16 14 16 15 16 11 8 16 12 12 8 6 12 47.2 16 16 9 7 16 10 10 5 4 10 7 5 3 7 16 16 14 11 16 12 12 8 6.25 12 9 6.2 6 4 9 s8� pK- 62.2 13 11 13 11 7 6 5 4 13 11 7 5.25 6 3 4 3 3 7 .296.25 5.25 3 3 3 3 /• /+ /• .25 .25 16 14 16 14 11 9 8 7 16 14 9 7 ¢4gl 4 6.25 5 4 4 9 8 8 8 4 4 5 5 4 4 8 8 72'0 122.0 5.25 4 3 %' 6.258.25 3 3 .296.25 3 3 .25 8 5 5 4 8 Q 4 5 4 8 8 4 5 4 8 35,3 16 16 16 16 16 16 16 12 10 16 16 16 9 7 16 16 16 16 16 16 1? 16 13 10 16 16 16 9 7 1 1/4 1 47.2 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 16 16 16 13 16 16 16 9 7 16 12 8 7 5 1 62.2 16 16 12 9 16 12 10 7 5 12 11 6.256.2' 4 11 16 16 13 10 16 1 10 7 5 13 11 6.2 '.25 5 1 g ;C PtBx 17 8 22 0 11 6.256.25 5 11 11 6.256.25 4 11 11 6.296.2 4 11 12 625 5 12 15 5.2 66.25 5 11 11 6.2':..25 5 1 SEEPAGE 4 FOR COMPLETE ANCHOR NOTES. TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. PRODUCT REVISED Litanc Rl w6b I5 FD 93m4 m � OYL p6615o Haas a6 e itt 0 A co Nu D7 -032Z •KPInrBo (?7i/ 0001 J Ra Nos. -r / • :7! Y I aa/r.t0r ' Dad "rsd04 Control Division T A B L 8 2 T A B E 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE DESIGN LOAD (P.S.F.) SPAN (FT - IN) 30.0 12 - 0 33.0 11 - 10 35.0 11 - 7 40.0 11 - 3 40.7 11 - 2 45.0 10 - 11 50.0 10 - 5 55.0 9 - 11 59.3 9 7 60.0 - 6 62.0 9 - 4 65.0 9 - 2 70,0 8 - 10 72.0 8 - 8 75.0 7 - 11 80.0 7 - 8 90.0 7 - 0 100.0 6 - 3 105.0 6 - 0 110.0 5 - 8 120.0 5 - 3 122.0 5 - 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LDA LOAD (W) (P. ( ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCITES) 30.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -5/8 12' -0" 3 -3/8 3 40.0 2 -3/4 1 -1/4 8' -8" 2 -3/4- 1 -3/4 11'. -3" 3 -3/8 3 50.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2.. 10' -4" 3 -3/8 2 -7 /8 50.0 6•-0" 2 -3/4 - 1 -3/8 8' -8" , 2 -3/4 , 2 -1/8 9' -6" 3 -3/8 2 -1/2 70.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2-3/4 , . 2 -1/4' 8' -10" 3 -3/8 2 -3/8 80.0 5' -0" 2 -3/4 1 -1/4 6' -0" 2 -3/4 1 -1/2 7' -8" 2 -3/4 2 2 A E 04/04/2006 sale 61 NOTED r4lwx ('MCA 06-343 (sheet' 6 of 6 • • BUILDING CODE COMPLIANCE OFFICE (IICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Transparent Protection Systems, Inc. 6643 42nd Terrace North West Palm Beach, FL 33407 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.aniamldade.sov 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 �f 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, Z f- the.ELorida-kluilding -Code — I n '•S .I MOTS . Glear olycarbonate Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 09 -123, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich Associates Consulting Engineers, dated April 14, 2009, 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 the 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 # 04- 0413.03 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E,, M.S. s1 Z d/2- o q NOA No. 09- 0423.04 Expiration Date: 07/19/2014 Approval Date: 08/26/2009 Pa e,. 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 Se f 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 Stores Panels, prepared by Pill. 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 CERTIFICATION 1. Letter from GE Plastics, signed by Mr. Doug Hamilton, dated April 30, 2001, with comparable data between Lea-an Sheet 9034 and Lexan resin. 103. 2. EVIDENCE SUBMITTED UNDER PREVIOUS 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. B. TESTS 1. None. E -1 Helmy A. Maker, P. E. Product Control Examiner NOA No 04 -0413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 Transparent Protection Systems, Inc. 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. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No, 09 -123, titled " Clear Polycarbonate Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich Associates Consulting Engineers, dated April 14, 2009, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Itnpact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Clear Polycarbonate Storm Panels, prepared by Hurricane Test Laboratory, LLC, Report # 0239 - 0312 -06 dated January 02, 2007, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on Self Ignition Temperature, Rate of Burn, and Smoke Density and Mechanical Property Tests of BAYER Makrolon 3103 — UV stabilized Polycarbonate /ETC06026, prepared by ETC Laboratories, Inc., Report No. ETC -06- 753- 18071.0 dated June 22, 2007, signed and sealed by Joseph L. Doldan, P.E. 3. Letter from Engineering Expreess, dated August 02, 2006, signed and sealed by Frank L. Bennardo, P.E., regarding Alternative Polycarbonate Material for ClearGuard Storm Panels: CALIBRE 302 V-6 Polycarbonate (Manufactured by Dow Chemical Co.). C. CALCULATIONS 1. Anchor calculations dated April 17, 2009, 41 pages, prepared by Knezevich Associates Consulting Engineers, 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. Technical Data Sheet for CALIBRE 302V- -6 Polycarbonate Resin by Dow, 3 pages. E -2 Ielmy A. Makar, P. E. Product Control Examiner NOA No 04- 0413.03 Expiration Date: 07/19/2009 Approval Date: 09/02/2004 L LOCATRG C5i0RM PANEL OSTOROSTORM PANEL M OSTORM PANEL 2a 991$3",1-0' STORM PANTS 3', 1+O" 20' i as6'17Am. GENERAL 1. 71455E WARM. COCAMEN1SPBRfSSIfA9NITEN51STEM NIASSED Y65H VS PAENSIO4 SET PPR7HE OF ABOSSECP ACCEPTAMCE 0105)BY MAPSDPDECOUVIY PRCOUCP mMROLDMSS R117FEA0R1m181NlDD'K+MOE (R}, THE MIYEOITYHMARKNE203E OftlfS. Z ANAODWlBIE STRESS DOSEHISA 14133((IQ 1131111E MEN OF7F43 HICOOCG WEPT FOR WW ONIXt C1 ROMA BUILDING TDOE(FEC}ASDiff 71W SFANMSBIDS) FORUM 10RDS NPoLOADW1KYIORB BUIE WM. 3. DEIESMBETHEPOSTS & AND NEd7LYEDESSV1040510 USE Wei RL i67I113E DOLiPIBDS INAQIIADAATF MPHPHECAVHWQG tOPIE ROGDYHOJBVO AY01DVELOCITY. 4. MESE fifICIALLOCUMENTSARE GELS= PiD DO NOT BLUMEINRSMOi@iPoR4R- 7CAPPUULTIQi OFIKS SHUPIER SIAM S ISE #1HEg APPROVAL OWNERS SHAM CORY WITH CBM1ER8161543 SPINE RONDA ADMINISTRATIVE OM 6. TRESEAPPROYA. OOCUEIRS .APSSIDTABLE70BEAPFUEOPIYINE P IPSCONTRACCRIXESPGT OEUWE PROMISE 010111556BMW OLEO NOME CONTRAS= VBIRSTHAPTFEEEIN.BN: STRUCTURE O� NOT INEEPHERORMORMAIESALi MiHESIRLCIVIALSBl57RAT5DETAOED KIM 7. AMY MDOffBATID'SORAMIDCHSTOTHE:E MPeFAYLDOCID'BiiSilt➢L VOID THEAPFSOVALOODMOVIS. 6 1 N THE SIT5 0:40STIOP15 BEi9ATEFROM TREg MPPROVALL13 01PBS ,STHEBORDBi6WPICfAL MAY ELECT ONES A) APOUAF7HAT 8ELISFIFYTIE 0004110X. 540300 9VL. RIE)70 ATraaw:mutt.T EfGJi. St FCR HEWN ASRGONIVI .:Vit17184B-1:NG O 20141Hi.;'r3/NER WARM - 0) A OPHIPESITESPECSIC APPROVAL BEAR= fOR AND SEO605)TRO4115MiARBDAOE PROMO' COMM DIVSION. 'MENTHE 50EC '513EDA0 0CLR WHIN THE KEN VOACDYHRRAE3aEARESONLY, 07110N I" SHALL BE ACOEFISP 0flHE SWING 0 R1CLA. P. PRODUCT MAPSN35 SHALL BE %UMW Cf ONE SPO OF11B: PAM WIPHAMOlB9MOFOtEMAW0N6 FER ?MEOW SOLOS PER140064TLYIAPEUEOAS FOLLOWS TRANSPARENT ROSCP0,16141014 LAC. � WS= 2020 MBYO•DAOBCOON�TY CT CONTROLAPPMED R@HWPRODOCTA PROVA. DIMINOPgtAPPROV ®APRRdKILIOP6•tna111SEB S 10. . 11.1025. RAEVEiIND WOOS SHALL BE gQ4H ALUMINUM A10YORGALYAOZEDORSTADNBSBT113.YNDiA SWAM TEMP Slx .TH#6ORST. 31. STORMPA$5 "-•. D( LlEA0.POLYCAP90NTEtYDNAP @mOMTTDO00�A51t®QR1ED ON t 115 1 ,©" a AILSCISSIOSSHMI.BE606i- T6A1O4PAM WIA, SON. 12 ROERIAL3E @gAIGB: AU. P®JCARBOVATEMSS SOU BEMUSED PROM IOWA GESYMDETTC TtlBDTOUS'DOPOLYABLLEM REM NUMB RI03- U2W!!101 SOOIPARATRETOGELFSAW 14XYCARBONCE90E57 NUMBER 9a44A5 OWNED LB49L1OA4DOE COUNTY NOME OF AII 1tPPER0A24.06. SIKTIS TIC P P i1,gppS'T YOO OIM�713S.I. TWOA°PBCOME MIME BIMASgDN3101 (UV STAIDM) BESS SID DOW DUBE302 ONSIMIZED)CO1.1TAR87NAlERESO! G. 03S6039 039 RIBRESSiT1HES0317.05 TESTED RRSTPAC4, CYCUCAta612001 STASCABiIMAE551 ➢E16OGIpCONFOR4ACEWMROa =MG 2,A203. MIS. POSPLUVE WWI * ROIL N�AT211E Df�110AD at 72.0 P.S.F. 720 PST. 14. IHEPIRMIT PALDERSIAILVERSIIIIEPSEQUAGY O PUSOmiDIG51W &DIRET0915TAB'1TEENEWSUF73OPBSED 104135AND 'Warr All 01#115301610-1HEISSITEBEPOBECOMPISICIPE KPHTLEtl . 15. 7L7Uf7A1mNwLrDETABS 4OSNM. BEMERCHAlx� AS HELD ASDK7AIE. PANBS MAY BE BOOM >6 ! F NUSTME 074574X544000175114 MA# AS THEY ZEAL SIMMS. PART OPTIC YARRIII&MISSIOSI SPAPSAMD Bp75AREPROPP ESLY7KSTIBIID.UIDffiALL2BAItlS, U. WEAMEICUANDBIE P A.Re. MSTPA08EACH.FL iD3A13T2E0 MO OWNED EK (606176AL0144 INTERMEDIATE OSTRAP 4 SCALE 3' = 3'-0' .480' .154'- 241.-1 `-8.175' (OPUONAi.) OE"A� 6 WALE:NAFSiff OC-TRAC1 �) �' SULE:NAF (S0113.70ALLNN.) OSUPPORT STRAP 16 ?L C.3'a1',0' 2.00' 13' 11 244' WR D1'srlUBE ANGLE rxr Z" BAR 58 SCALES= 1-0' r µ'.TM Pii T� CLP OC HOLE 1. CLF4RB HEATTYP. 140' .125'117. E�1WLE a 14112117. ' DBS i .4 .250' b'k WAVEREDr' .'L0. sm on -7' 3x7 I L -250' ion C- iRAOT(/I.1,1 i ai Tv. (0063410 AUK.) POR 1912'IM1 BOOS $1701 WOD HOLE BOLT zatr rxr ANGLE O 5V. 'i7 BAR ' X.11E3'= 1'-0' st ALT. Z` BAR ,1741 1 ' 1 114-100503x 6112'0C. iur�l SUD ANGLE 431.MECro- 2• Ni 11P. (61103.76 AUK) O7 SUPPORTSTRAP �SUPPORTSiRAP 1 97AE3 =T-0' SEAE3•To. 1t )m1 .750° 9.174• .093'717, O'F'TRACK O of TRA IC(5 /817 PRODUCT REVISED imseemAing with the Nada Raiding Code '"°' •64 • /Z/ 0/4, AaLL.:. �nullunmis ua�mu1ux11 2.797 3293` OR 5.79P O1/4 -20 MACHINE S RS, 14 SCALE ; PULP SSE (0063- 1AA04.) 1OPANE TRAX' 8 SCAla3, I'-0' ( (6063.76 Aux) OSUPPORTSTRAP C7_74101 6501 ABer34 VLD200910B-173_1PSI_Q S1RDF91.09-173-0Lm4g, 4/17!20096.'07:47 PM, 11 x 17.1:1. www s= awq 04/14(}003 m 09-173 O CONCRETE, _ /arnfiGOLLOW CONCRETE WW1 VW WOG EMS. ale —MUM GLOOM NHL Zia Tom co(3e)oR 17 C OR6 0 ®a1® •I, 13 rxrx.ffir FL X10 I . - r Wel „EL„ib � @b . EQ, OM 13 ,-,BILMINGCRIMETE, COSTING 03NCREIE. FASTENER ,, �R�o° = PAAMING WOOD FOXING— 0��blir Rla ONIR U17RXoN 9.� la I , ; OAF v \ r N--- z— L= a ( fI g a' <�_iOR® ca at OR ®080 OR lb OR O`✓ 0°11 CR®I OR(>7a at 14 • TOGAS V 5. COSMIC A m GA71ne /' OR ®0 ®�C �� 0 -FOILITWI =CAME 0, OR WILDFROOS ALLiOT SECTION Q CR C OR 26-6012 SMARATION TO OR u lir <CRC MD MACHINE SCRIM } A/. &at cae, MUM nDOf OE WOOD MMHG BU>LD OUT MOUNT SECTION Vf/SCALE 31. CO Mt 6-1/2' 0.9E4 sEAARATAN 1010) S 64 (37)06 2 13` rx5 ..OSf T tans& - WALL f FLOOR MOUNT SECTION SR>>:31' =1'•0' *ROM ANY aOLUWALL ORWALUROOR HOMING OMIDRi IMAYWEARYtF THEWERNER=9lPAWsTPAPSYSTBOSto T1ID1DumsA,& CORD. F14xWRY<=DER 1/420 39OSTA➢OS431ffi SMEYWIIN ffi•METAL98FIIa111G IlEv0a@ OL FASTEN( 0170.6 (MG DIRECO011 NAY EEREY>3aED FatTIEE.IRRG9 al(2a)OR t® o j1SUPPORT,AMU&ir Mal ASSEMBLY j;" ALTEU SUPPORT STRAP � ALTERNATESUPPORT STRAP -- EASTvNG L. GLAZING Affil. S GROS W Olg OA Rawer ostlae » corimErE MotING st 13 CR (12 I \ 1 1 OR(2) 0162? }GR( ) 13 rxrx.093' rxrxAW' NiSkE 0408) r STUD 66'01-182' • :mom 08FGaE • aliconakinE LOCK Oa MID FRAKIN6 OWALL MOUNT SECTION PRODUCT REMISED ascooPitOsOltb SWUM, Bolding Code Oft No Sofro /i7 -7'I c CA 11 con -acrn, N 3� cx7 11; WF 1 $t 4 vi $11 2 a iLI Knezevich 2 • R 1 2H8 I ARMED 04/14 09 -123 stet 2 ,r4 CLMtM_Pt cORWXspetros CATRO %rmevirTA'AU20b9109-1Yi C1earGuarcIARIAWOR- •01'8.4/17/2003 9-1'493 134, 11 x 17, 1:4 101.011/ COICREanE LGOC OR , ROOD FRANK 5Y5UIDBy & DR CR Sc OA (5 1:1R TO derf & Qs) T17. at 45 matis)raca& Fo90:764tracap. 7\- A ®atatcl_."-a)_41. 'CID& 20, Q.5) OR eCOR '2,4 OR 3 1 OR ti)OR k 1 0110R-, 855013816114 ONIERMI311ATE SMORTSTRA. wet MGM =ME aa&tiatat REOMEMBIIS) OtonAji VIEW FOR SECTION B 3' = \ --WRONG WONG S S FASTERS. , . A. a, C CR DR r 0.0 A END OFRIBE .. isCe Ers3E OK , felt ri \ 6. 0.C. Tr , FEAVicAPASE 4 FOR MEREST • 4. WOOD FRARRIG NOWA 02CRETE MOCK OR ' ...= -4,4 ) i • I-- E at Tis.4/2. at re. .. COSMO 00KREIE. ..!.- I C OR 0 ti:r 0.C. ENOOF NOE (ME INTERMORRE SLIWORT SIR MGM SOIECULERRD ZastirtipTCHORREQUIRDERIS) HOLLOW CONCREOC OR WOOD FRAMING S S 4, O.C. MAX. MP.) (EuEteaR A a, C OR D) r 0.0 TYP. qi O.C. FASTENER A, 8, C OR 3*04 15.0 OF TUBE (SEE BRERREOIATESIFKRI 5-MA1,8E41113605 SOMME MD BAR MOOR RECRARDIEGS) EXISTING CONCREFE. ROLM OVICRIIIE MU CR MOO FRAMING OR 05 205 3 3 OR 0=5 6:4)_i I OR OR ®05® PEAN ONIBOSHITATE AOMORI' STRAP BBV4 USW SOME MO 2' EAR APICRORREQUIREMSGS) /7\PLAN VIEW fOR SECTIONS At C RD JSCALE ce,ma_proi.aintiowp.bs_cankeic.dokovuxoss-123_TPsi_ce.r.g.nRoint09-123-ca.,wg, 417goas St54.45141, 11 x15 , 1:1, wew.tedtbilarateSO. \ jattgsatolt oR 103 CR IS) ROM ALL IRSTALIATIONS MitifffeNIDEFIAL PANELS ORRALF WEIS AT MIROVIDIRE3UPZ1RAT AS MM IR VE O ABO MEN DEARS E ASS61113. CURIAE MS MAME 41 1• a 04/14Pore 09-123 sheet 3 ci 4 TABLE 1 HEADER, SILL AND PANEL ANCHOR SCHEDULE ►ASTANR'ITPE DI RON NMtow I � I DISTANCE CONCRETE �, 8M8iD19NT ED4F 02STANCE WOOD NFL: WAII SPACING <IN) EDGE HOLLOW D1SfAl1� HOLLOW CONCRETE gun WOOD CONCRETE 1R EMa®UEtaI A I(4`6 70) B 4Yli11 1.119' bl(Y 1314' �µp, 39 11392-CONC.) 2.1(p' 3 2' 'T NIA 70' E y 0 !PE'bALIPOBRSSIUD•69T AtigCCR S. RAOBNEscow 7�. 3' 7/' amt.3.0 E3i ONC) 3' WA WA tr 12' H(A WC ID7E r1M' 2' rte. , ) �{�NIA 2312' E-J/8° 714' Iz 12' Ir * 1130.0 9 7�e� ]j�IWIN 9ffAAPA&t.180(�15.t WOOD6EMi6.4S, UA11 14/A NIA s MIA N1S 3/4' ft 615.0 77' 7942 -- -:Yµy� , i E €1 Ipr.ao2 omcza 1 -1• 2.11T 1-3/4' 33 2-11' NA WA 12" 1r N/A 0.156' P 3713eswDOORAOOt 0.0/4' 2-1/' 13/4' 1 INK 33 1 23/2' COMP R/A WA 12' OR 3 2 EOM UNGIN (SEEA1NIN®IATEREORT51RANNA4 L19061t52HEC4I1-5AND 7 ANCHORRE015120GNISjit S) 9)OE (B)CR CAB .. (DOR 20414 TYPICAL TOP RBORON WEN E CR 18 39 11P. TY PLAN VIEW T67TTP. llarr Alt BEAN De/0e121" a AlIDBARAI�OR ELEVAii NS A, C J D RNN IG• 41.0' SEW LEARTH (SEE7N7fl1NEMATE SUPPORT 51110BEAM tIDSTH SCHEDULE AND 7BNCANCH3RR IEN1S) TABLE 2 INTERMEDIATE SUPPORT STRAP BEAM LENGTH SCHEDULE AND '2' BAR ANCHOR REQUIREMENTS A310412014 RIDE O1mT 102. MUSE, 1:1-14 I ) EACH j t ( 126ALLA 4, c. .60 -2*1 LE REACTION EACH RID .2. BAR C ENT .2* OR m (7Rd ANCHOR 4 A.8, CI D mow SPACING 628' 647.0 62.6' 647.0 . /OR (Si) 0.I1ff tour 3 1 3' (6 70' 7220 69' 712.0 U 0.125' 3 3 3' 97 3069.0 94' 969.0 �}k 4125` 4 2 3' 117 1130.0 110' 1134.0 ® 0.256' s 2 3' 79' 615.0 77' 7942 } 4715 4 2 3' 19) 327 3149 124' 1279.0 {5�) 0.156' 6 4 3' OTYPICJLLELEVATION FOR SECTION B EL -2 SCALE: 02' =r -m CLMDi \AEDIDDGRIE CADiV» \CA132009 09- Iii_ TP9_C3GRGUa+GVtOINGW8'123.04.rte& 4/17/2009 5454:36 89,11 x 17,1:1.54 ,. ' ra6mm 1)011(2)CR ANG =WHEW • 1. ADMIRSSNALL REP/SOUS WA DANCE RUH 21ARIFACTLIRERS RCtQ4041IO*S, 5 ._ 84NL1_y'.1giIDLOF1/2' talWWWEROF INWARD BASE MOGIAND SHALL HIRE A a W�1 0.1 ft. ES ROMS WHIGINEPE4OWOLERYIENOVINGNACHEW S290 IWTORWASHERS) 7. ALL OAR FOLYGLREONGEPMHSTOBEM ITED03 mom 6' CREAM OZ. B7200NEDIATE SUPPORT STRAPMN LEGGIN SCHEME AND '2' BAR ANCHOR R W 1FNISNOTER L (1)AAKHO6IS REWIRED AT3ERCWIT matey? an 2:,... rO q ffiRDI E gY Fl ' 3. a vL Zasserridi 09-123 street .9 014 1 11 € I - III \i l L1111 P 1 - ..! I �-sMl1∎ I 'i.. I A A71,! 11 - 1 � R b 7 S1 11 OTYPICJLLELEVATION FOR SECTION B EL -2 SCALE: 02' =r -m CLMDi \AEDIDDGRIE CADiV» \CA132009 09- Iii_ TP9_C3GRGUa+GVtOINGW8'123.04.rte& 4/17/2009 5454:36 89,11 x 17,1:1.54 ,. ' ra6mm 1)011(2)CR ANG =WHEW • 1. ADMIRSSNALL REP/SOUS WA DANCE RUH 21ARIFACTLIRERS RCtQ4041IO*S, 5 ._ 84NL1_y'.1giIDLOF1/2' talWWWEROF INWARD BASE MOGIAND SHALL HIRE A a W�1 0.1 ft. ES ROMS WHIGINEPE4OWOLERYIENOVINGNACHEW S290 IWTORWASHERS) 7. ALL OAR FOLYGLREONGEPMHSTOBEM ITED03 mom 6' CREAM OZ. B7200NEDIATE SUPPORT STRAPMN LEGGIN SCHEME AND '2' BAR ANCHOR R W 1FNISNOTER L (1)AAKHO6IS REWIRED AT3ERCWIT matey? an 2:,... rO q ffiRDI E gY Fl ' 3. a vL Zasserridi 09-123 street .9 014 1 1 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES MEAN ROOF Pt = DESIGN PRESSURES (PSF) - ZONE 4. TRIBUTARY AREA (SQ. FT.) 10 t5_ 20 25 30 35 _..40 35 45 .'41 ,,,,AE 0 -15 FT. -46.3 -45.2 -44.4 -43.8 -43.3 -42.9 -42.5 -42.2 -41.9 -4.8.3 +427 +41.8 +40.8 +40.2 +39.7 +39.2 +38.9 +38.5 +384/ 16 FT. -47.0 -45.8 -45.0 -44.4 -43.9 -43.4 -43.1 -42.7 -42.4 +45.3 +42.2 +41.4 +40.7 +40.2 +39.8 +39.4 +39.1 +38.6 18 FT. -48.2 -47.0 -46.2 -45.5 -45.0 -44.5 -44.2 -4.3.8 -43.5 -50.2 +44.4 +43.2 +42.4 +41.7 +41.2 +40.8 +40.4 +40.1 +39.7 20 FT. -49.2 -48.0 -47.2 -46.5 -46.0 -45.5 -45.1 -44.8 -44.5 -51.3 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 FT. -50.2 -49.0 -48.1 -47.5 -46.9 -46.5 -46.1 -45.7 -45.4 -52.5 +46.3 +45.1 +44.2 +43.8 +43.0 +42.5 +42.1 ` +41.8 +41.5 24 FT. -51.2 -49.9 -49.0 -48.4 -47.6 -47.3 -46.9 -46.6 -46.2 -53.3 +47.2 +45.9 +45.0 +44.4 +43.8 +43.3 +42.9 +42.6 +42.2 26 FT. -52.0 -50.8 -49.9 -49.2 -48.6 -48.1 -47.7 -47.3 -47.0 -47.0 +48.0 +46.7 +45.8 +45.1 +44.5 +44.1 +4.3.6 +43.3 +42.9 28 FT. -52.8 -51.6 -50.7 -49.9 -49.4 -48.9 -48.5 -48.1 -47.8 -55.0 +48.7 +47.4 +46.5 +45.8 +45.2 +44.8 +44.3 +44.0 +43.5 30 FT. -53.6 -52.3 -51.4 -50.7 -50.1 -49.6 -49.2 -48.8 -48.5 -54.8 +49.4 +48.1 +47.2 +48.5 +45.9 +45.4 +45.0 +44.8 +44.3 32 FT. -54.4 -53.0 -52.1 -51.4 -50.6 -50.3 -49.8 -49.5 -48.1 -56.5 +50.1 +48.8 +47.9 +47.1 +46.5 +46.0 +45.8 +45.2 +44.9 34 FT. -55.1 -53.7 -52.8 -52.0 -51.4 -50.9 -50.5 -50.1 -49.7 -57.2 +50.8 +48.4 +48.5 +47.7 +47.1 +46.6 +46.2 +45.8 +45.4 36 FT. -55.7 -54.4 -53.4 -52.7 -52.1 -52.5 -51.1 -50.7 -50.3 -58.0 +51.4 +50.0 +49.1 +48.3 +47.7 +47.2 +46.7 +48.3 +46.0 38 FT. -56.4 -55.0 -54.0 -53.3 -52.5 -52.1 -51.7 -51.3 -50.9 -58.7 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 40 FT. -57.0 -55.6 -54.6 -53.8 -53.2 -52.7 -52.2 -51.8 -51.5 -59.3 +52.5 +51.1 +50.2 +49.4 +48.8 +48.2 +47.8 +47.4 +47.0 42 FT. -57.6 -56.2 -55.2 -54.4 -53.8 -53.2 -52.0 -52.4 -52.0 -59.9 +52.1 +51.7 +50.7 +49.9 +49.3 +48.7 +48.3 +47.9 +47.5 44 FT. -58.1 -56.7 -55.7 -54.9 -54.3 -53.8 -53.3 -52.8 -52.5 60.5 +53.8 +52.2 +51.2 +50,4 +49.8 +49.2 +48.8 +48.2 +48.0 46 FT. -58.7 -57.2 -56.2 -55.5 -54.8 -54.3 -53.5 -53.4 -53.0 -61.1 +54.1 +52.7 +51.7 +50.9 +50.2 +49.7 +49.2 +48.8 +48.4 48 FT. -59.2 -57.8 -56.7 -55.9 -55.3 -54.8 -54.3 -53.9 -53.5 -61.7 +54.8 +53.1 +52.1 +51.3 +50.7 +50.1 +49.7 +49.2 +48.9 50 FT. -59.7 -58.3 -57.2 -56,4 -55.8 -55.2 -54.8 -54.3 -54.0 -62.2 +55.0 +53.6 +52.6 +51.8 +51.1 +50.5 +50.1 +49,7 +49.3 52 FT. -60.2 -58.7 -57.7 -56.9 -56.2 -55.7 -55.2 -54.8 -54.4 -62.7 +55.5 +54.0 +53.0 +52.2 +51.6 +51.0 +50.5 +50.1 +49.7 54 FT. -60.7 -59.2 -58.2 -57.4 -56.7 -56.1 -55.6 -55.2 -54.8 -63.2 +55.9 +54.5 +53.4 +52.6 +52.0 +51.4 +50.9 +50.5 +50.1 55 FT. -61,2 -59.7 -58.6 -57.8 -57.1 -56.6 -56.1 -55.6 -55.3 -63.7 +56.4 +54.9 +53.8 +53.0 +52.3 +51.8 +51.3 +50.9 +50.5 60 FT. -62.0 -60.5 -59.5 -58.8 -58.0 -57.4 -56.9 -56.5 -56.1 -64.6 +57.2 +55.7 +54.6 +53.8 +53.1 +52.5 +520 +51.6 +51.2 INTERIOR ZONE 5 PRESSURES MEAN ROOF DESIGN PRESSURES (PSF) - ZONE 5. TRIBUTARY AREA (SQ. FT.) HEIwI 10 t5 = 25 30 35 40 45 0 -15 FT. -57.2 -55.0 -5.3.4 -52.1 -51.1 2' -49.5 -48.9- -4.8.3 +42.7 +41.6 +40.8 +40.2 +39.7 +39.2 +38.9 +38.5 +38.3 16 FT. -58.0 -58.7 -54.1 -52.8 -51.8 -50.9 -50 +45.3 +42.2 +41.4 +40.7 +40.2 +39.8 +39.4 +39.1 4-38.6 18 FT. -59.4 -57.1 -55.4 -54.2 -53.1 -52.2 -51.4 -50.8 -50.2 +44.4 +43.2 +42.4 +41.7 +41.2 +40.8 +40.4 +40.1 +39.7 20 FT. -60.8 -58.4 -56.7 -55.4 -54.3 -53.4 -52.6 -51.9 -51.3 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 FT. -62.0 -59.6 -57.8 -58.6 -55.4 -54.6 -53.7 -53.0 -52.5 +46.3 +45.1 +44.2 +43.8 +43.0 +42.5 +42.1 +41.8 +41.5 24 FT. -63.2 -60,7 -58.9 -57.5 -56.4 -55.5 -54.7 -53.9 -53.3 +47.2 +45.9 +45.0 +44.4 +43.8 +43.3 +42.9 +42.6 +42.2 26 FT. -64.2 -61.7 -59.9 -58.5 -57.4 -56.4 -55.8 -54.8 -47.0 +48.0 +46.7 +45.8 +45.1 +44.5 +44.1 +43.6 +43.3 +42.9 28 FT. -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.5 -55.7 -55.0 +48.7 +47.4 +46.5 +45.8 +45.2 +44.8 +44.3 +44.0 +43.5 30 FT. -66.2 -63.6 -61.7 -60.3 -59.1 -58.1 -57.3 -56.5 -54.8 +49.4 +48.1 +47.2 +48.5 +45.9 +45.4 +45.0 +44.8 +44.3 32 FT. -67.1 -64.5 -62.6 -81.1 -59.9 -58.9 -58.1 -57.3 -56.5 +50,1 +48.8 +47.9 +47.1 +46.5 +46.0 +45.8 +45.2 +44.9 34 FT. -68.0 -65.3 -63.4 -61.9 -60.7 -59.7 -58.8 -58.0 -57.2 +50.8 +49.4 +48.5 +47.7 +47.1 +46.6 +46.2 +45.8 +45.4 38 FT. -68.8 -66.1 -64.2 -62.7 -61.4 -60.4 -59.5 -58.7 -58.0 +51.4 +50.0 +49.1 +48.3 +47.7 +47.2 +46.7 +46.3 +46.0 38 FT. -69.5 -66.8 -64.8 -64.3 -62.1 -61.1 -60.2 -59.4 -58.7 +52.0 +50,6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 40 FT. -70.3 -67.6 -65.6 -64.1 -62.8 -61.8 -60.8 -60.1 -59.3 +52.5 +51.1 +50.2 +49.4 +48.8 +48.2 +47.8 +47.4 +47.0 42 FT. -71.0 -68.0 -66.3 -64.7 -63.5 -62.4 -61.5 -60.7 -59.9 +52.1 +51.7 +50.7 +49.9 +49.3 +48.7 +48.3 +47.9 +47.5 44 FT. -71.7 -68.9 -66.8 -65.4 -64.1 -63.0 -62.1 -61.3 60.5 +53.8 +52.2 +51.2 +50.4 +49.8 +49.2 +48.8 +48.2 +48.0 46 FT. -72.4 -68.6 -67.5 -65.0 -64.7 -63.6 -82.7 -61.8 -61.1 +54.1 +52.7 +51.7 +50.9 +50.2 +49.7 +49.2 +48.8 +48.4 4.8 FT. -73.1 -72.0 -68.2 -68.6 -65.3 -64.2 -63.2 -62.4 -61.7 +54.8 +53.1 +52.1 +51.3 +50.7 +50.1 +49.7 +49.2 +48.9 50 FT. -73.7 -70.6 -68.7 -67.1 -65.8 -64.7 -83.8 -62.9 -62.2 +55.0 +53.6 1-52.6 +51.8 +51.1 +50.5 +50.1 +49.7 +49.3 52 FT. -74.3 -71.4 -69.3 -67.7 -66.4 -65.3 -84.3 -63.5 -62.7 +55.5 +54.0 +53.0 +52.2 +51.8 +51.0 +50.5 +50.1 +49.7 54 FT. -74.9 -72.0 -69.9 -68.2 -66.9 -65.8 -64.8 -64.0 -63.2 +55.9 +54.5 +53.4 +52.6 +52.0 +51.4 +50.9 +50.5 +50.1 56 FT. -75.5 -72.5 -70.4 -68.8 -67.4 -66.3 -65.3 -64.5 -63.7 +56,4 +54.9 +53.8 +53.0 +52,3 +51.8 +51.3 +50.9 +50.5 60 FT. -76.6 -73.6 -71.4 -69.8 -68.4 -67.3 -66.3 -65.4 -64.6 +57.2 +55.7 +54.6 +53.8 +53.1 +52.5 +52.0 +51.6 +51.2 WIND VELOCITY = 140 MPH EXPOSURE 'C' MRH = 0 -60' BASED ON Kd = 0.85 SEE TABLE NOTES INSTRUCTIONS FOR TABLE USE: FOR ALT Kd, 1. TABLE ARE INTENDED TO DEPICTED THE 'WORST CASE' PRESSURES. 'WORST CASE 15 DEFINED AS THE 02ITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRED Kd = 1.0, TABLE VALUES ARE UNDER- DESQNED BY A FACTOR OF 1.18, VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPAUTY PRIOR TO TABLE USE. 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF' HEIGHT. 4. TABLES VALID FOR AU. ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES 1155 THAN 30° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT, IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH ((HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH HEIGHT 2/3), USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, lc THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (IC SQUARE FEET) SHALL BE USED, ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBJSHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS, ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A STE- SPECIFIC DRAWING, THESE TABLES ARE ONLY VAUD WHEN SIGNED & RAISED SEALED BY E MIUO CASTRO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WAND PRESSURES AS LISTED, USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY , EXPOSURE, AND OTHER COEFFICIENTS USTED HEREIN SHALL BE DICTATED VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER, NO WARRANTY FOR APPUCABIUTY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING. CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR 1 =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES, TOPOGRAPHIC FACTOR Kat = 1.0 FOR FLAT TERRAIN USE ONLY, THESE TABLES NOT VAUD FOR HILLY TERRAIN, INTERNAL PRESSURE COEFFICIENT (OCpi = +/ -0.18) ENCLOSED BUILDING ONLY, VERIFY USE OF Kd = 0.85 (DIRECTIONAUTY FACTOR) WITH LOCAL BUILDING DEPARTMENT, HVHZ = H1GHT VELOCITY HURRICAINE ZONE, TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED OR THE INTEGRITY OF 114E HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. o =10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH WHICHEVER IS SMALLER, BUT NOT I.ESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m), USE ZONE 5 IF AT ALL IN QUESTION, CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ELEVATION WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT EAVE ROOF HEIGHT JSO ETRIC (Emilio Castro" Engineer Civil # 41592 E.C. & ASSOCIATES Consulting Engineers EB 06576 14811 S.W. 9th Lane Miami, Florida 33194 Phone 305-480-7886 Fax 305-480 -7886 E-mail, EIICASTROI4811000MCASTNEf 2007 FLORIDA BUILDING CODE. ASCE 7 -05, MRH = 0 - 60 FT. DESIGN LOADS FOR COMPONENTS & CLADDING. 1