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WS-11-2037
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166185 Permit Number: WS -11 -11 -2037 Scheduled Inspection Date: December 05, 2011 Inspector: Bruhn, Norman Owner: HYNES, ANTHONY Job Address: 302 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: GOLD COAST HURRICANE SHUTTERS INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060135470 Phone: (954)472 -7766 Building Department Comments INSTALL ALUMINUM PANELS ON 7 OPENINGS Passed ill-f-Iii Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc December 02, 2011 For Inspections please call: (305)762 -4949 Page 13 of 46 Miami Shores Village Building Department NOV 0 2, 2011 L 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 4111 - BUI DING Permit No.W CI r 20-51 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING 41,111 / OWNER. Name (Fee Smile Titleholder Address: City: Q c C1-16/in OLV Phone #: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS3J \ 1 / 0/11 Si- • City: Folio/Parcel #: Miami Shores County: Miami Dade zip33) 3g Is the Building Historically Designated: Yes NO A CONTRACTOR: Co y Name. ( _bill) IY Address: `� SJ • 5q0 City: / Fl/ Qualifier Name: 1111 /`1 • / /l zi1�:� ✓✓ ` j )/) Phone#: State Certificati. or ' egistration #: (_ 4 ©S � 4 `Z Y Certificate of Competency #: g ' ^ Contact Phone #' 4 1'7 `�'1 (-0 W Email Address: DESIGNER: Architect/Engineer: ' Phone #: Value of Work for this Permit: $ l / / Square/Linear Footage of Work: 103 Description of Work: / �9 /n / � � ew �Re% air/Replace ®Demolition , Type f Work: DAdditi 1. L. ■ It�/l.i(A !1 l .i d ;:' 4 l b a,A� .1 Flood Zone: KA#.!� �I -�{ia -rte Fees - -.. �:. _.._ Submittal Fee $ Permit Fee $ / X ev CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ No - $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Comp `y'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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not ije approved and a reinspection fee will be charged. Signature The foregoin day o /1 O ' er o gent instrument was acknowle , 20 IL, by who is personally known to me or who has produ '✓\_. As identification and who did take an oath. NOTARY PUBLIC: NOTA • ro I LIC: gp Sign: Print: C OWL. �% L c``°'" ) My Commission ExpLt�$;•oiSM'SSioti.• � . EE 04o694 * EX 08201$ 0 : o= .08, ******,i ****************************************t Q IsAq AlOb�?Rs4��Ia skskek n sksIs:kek�Iaskxk APPROVED BY = l Plans Examiner /H1 `` Zoning Contractor The foregoin in trument was acknowledged before me this day of , 20 (, by who is pepsnnatlk n to me or who has produced as identification and who did take an oath. Sig Print: My Com LAWN) PEREDA • MYCOl<W5Sbl " i7n 44a467 EXPIRES: ' T$ r 24, 2012 Bo,dYd Tn' A:.• 7v A umiawrihrs Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk Drwvvjrcu uuuro I v LUUAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 - 1895 — 954- 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: GOLD COAST HURRICANE SHUTTERS INC Receipt #:(180-8200 C Business Type :CONTRACTOR (GENE `CONTRACTOR) Owner Name: MARTIN FRANCIS COHEN , Opened:04 / 0 3 / 2 0 0 8 Business Location: 5900 SW 44 ST tate/County /Cert/Reg:CGC051844 DAVIE Exemption Code:NONEXEMPT Business Phone: Rooms Seats Employees Machines Professionals 10 Number of Machines: Vending Type: For Vending Business Only Tax Amount 27.00 Transfer Fee NSF Fee Penalty Prior Years 0.00 0.00 0.00 0.00 Collection Cost 0.00 Total Paid 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory In nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved 'the business location. This receipt does not indicate that the business is legal or that It Is in compliance with State or local laws and regulations. Mailing Address: MARTIN FRANCIS COHEN 5900 SW 44 ST DAVIE, FL 33314 Receipt 4t034 -10- 00002051 Paid 07/21/2011 27.00 ., wi=ru�yi&.�ss9aJ-ld,�w, Yit iiridgefzeld Employers Insurance Company. Member of liberty Mutual Group CERTIFICATE OF INSURANCE RE : 0830 -44575 ISSUED TO : Miami Shores Village 10050 NE 2nd Avenue Miami Shores„ FL 33138 Rated A (Excellent) by A.M. Best Company ctnnntitholdi igs.coin Producer : Arlene Lizeth Alvarez -Deno Company : Weinstein, Jones & Associates Address : 5915 Ponce de Leon Blvd, Suite 29 Coral Gables, FL 33146 Phone : (305) 665 -2622 This is to certify that Gold Coast Hurricane Shutters Inc., 5900 SW 43RD ST DAVIE, FL 33314 -3605, being subject to the provisions ot the Honda Workers' Compensation Law, nas secured the payment ot any workers' compensation benefits due by insuring their risk with the Bridgefield Employers Insurance Company. POLICY NUMBER: 0830 -44575 Statutory Limits -- State of Florida EFFECTIVE DATE: April 01, 2011 EXPIRATION DATE: April 01, 2012 Employers Liability 1,000,000 (Each Accident) 1,000,000 (Disease - -Each Employee) 1,000,000 (Disease -- Policy Limit) This certificate is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be construed as amending, extending, or altering coverage not afforded by the policy shown above or affording insurance to any insured not named above. The policy of insurance listed above has been issued to the named insured for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document to which this certificate may pertain, the insurance made available by the described policy in this certificate is subject to only the terms, exclusions and conditions of such policy. Paid claims may have reduced the shown limits. If the policy described above is cancelled before the expiration date indicated, the issuing company will endeavor to mail 30 days' written notice to the certificate holder named above, although if cancellation is for nonpayment of premium, then the issuing company will endeavor to mail 30 days' written notice to the certificate holder. In any event, the issuing company, its agents, and representatives accept no obligation or liability of any kind for failure to mail such notice. Authorized Signature Southwest Region .1 ic,ba nar. Arkansas. Louiei.arrr. .11i.ei.si;n +i P.O. Box 80439 • Baton Rouge. LA 70898 -0439 (225) 926 -3264. 1- 800 -421- 2944 Fax (225) 926 -4102 Corporate Office Fh ida P.O. Box 988 • Lakeland, FL 33802 -0988 (8631665 -6060. 1-800-282-7648 Fax (863) 666-1958 Date: November 23, 2011 Southeast Region Georgia. Kr nnrrk r, Sorrh Cnralina. South Carolina. Terutesner P.O. Box 600 • Gainesville. GA 30503 -0600 (678) 450 -5825. 1- 800 -971 -2667 Fax (770) 531 -1349 hri(grnclri (ngrluUrr- Lrsuranr' .minagv IS au atriliatr of and N nuvutgea by summit WC 97 -056 (Rev. 3/08) .1,,nn it inclndr•s Su *molt Consulting Inc. and its subsidiaries. L01 COI 268152 -1 12 10 LIABILITY CERTIFICATE OF INSURANCE OP 1D AA DATE (IVIM/DD/YYYY1 GOLDC -3 11/23/11 PRODUCER _ -- WEINSTEIN, JONES &:;ASSOCIATES 5915 PONCE DE. LEON •BLVD ., #29• CORAL GABLES FL 33146 Phone: 305-665-2622 Fax :305 - 665 -3236 INSURED - GOLD COAST d;URRIC INE SHUTTERS, INC GOLD: COAST-:SI<TCETTER MA1 FACTURING INC 5 80 STS 4 3 .g.T l3,AVIE • FL 33314 . THIS CERTIFICATE IS ISSUED AS A MATTER. OF INFORMATION,. -; ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE -AFFORDED BY THE POLICIES BELOW. j INSURERS AFFORDING COVERAGE t NAIL# I INSURER A: .START. , INDEMNITY & LIAB . < :CO INSURER B : -BoRTge.tv INSURANCE Co' ak In • INSURERYC INSURER:,] •j.4NSURER E: bQVE GE5 TN POLICIESbF INSURANC2 USTED.BELQW l -etiVE $ EN'1SSUE..p70 THE.INSURED NiAMEDAdQVE 508 .THE POLCY .PERT'OI7iNDICATED::NOTWITSTANO NG'�. ANY REQUIREM N1T TEf4M.OR CONb)TION OPANY CONTRACTOR OTilt. DOCUBAENT.WITHRESPECCT TO 0HI0H.TFJ(S CERT16l0ATE MAY1SE ISSLFED.OR MAY:PERTAIIS; THti INSUIFANCE AFFORDEDBYTHE.P.OElC'`1ES. DEb`CRJ@EO11EI EFN IS.SUBJECT TO ALL THE TE.RNfB; E LU$IONSAND CONDITIONS OFSUCH P. OL' iCIE SiAGGREGATE:LIjUUTSSf- 10WlVM¢. Y. hIP: it BEEN :REDl10E4''f3Y :PA1DCliJli7ly - ;:p�C :. - '1D•A rEP DC1i17E {ryvR NsRo - QUCT-- {YUiVtBER ;LTR�/NSRd �� .:. TYpE:t?F,WSUpkANCE .. .... GENEitAL•I,.It1$ju1- r A X f OMiI�ERsr1Ai GENT S14i f CI AAiMS M Dit ! X I oceu CENT: AC�ORE,(,ATE LIMITAPPLIESi?E AU TOMOBIL'E; LIABILITY POLICY M } 1..ANYAUTO '. ALL OWNED AUTOS 4CH DULED AUTOS: R. ytRED ASJTOS .-- }C J NON'QWNEDAUTOS: • LINII Qat 2/08/1 2/0;(1 • Ezfialze.,FIRREJICE- 0AlifiAG-C 4 k yfttr •RSEQMIS•EvFa oCGUYence) ;falEb £XP (An�•aneeersoh) PERSONACB:AD� fNJUiSY GENERAL A?0 E�iATE.':; PRODUCTS :COMP /OP -A -S iJoduc:tibl, • .COMBINEDSINGL9 LFM1T (E6 accident) pi .BQOELYINJURY ,(Per parson) • , (per accident)'' PROPERTY DAMAGE': (Peraccideft} GARAGE LIABILITY .ANY AUTO.:. `AUTOONLY- :EAACCIOENT .S , OTHERTHAN. AUTO ONLY` • :.. EXCESS / UNIBRELLA.04E1 0 = :; OCGUR cL8J 4S Nl4DE.'.: ;I'>EAUCTIBLE gETENTIO(t!'. S .WQR►eERS COMP.E SAf1ON 1N Q E 0.41OYOS LIABILITY C :40*)§3IETOliii RtNA/EXeCU'fEV OFFICER/MEMBER EXCLUDED? (Maadato ry lfyes,.deeciibe under - ' SPECIAL PROVISIONS below , OTHER .. .. EACH OCC- IRRENCE FiGGREG:4TE TT k 4a TORY LtM/T . •' ER EL: EACH #CC DENT . E.L DISEASE EA EMPLOYEE $ E L DISEASE POLICY LIMIT 5:1-_ DESCRIPTION.OF OPERATIONS / LOCATIONS , VEHICLES - CEXCLUSIONS GADDED BY- ENDORSEMENT! SPECIAL PROVISIONS. CERTIFICATE:H ALDER: 1 ianL hore :s Vi1-1age tr05d.'NE 2 e>: Avei e Maa111� Shox- s; Fl • 33331 1.01..5:40.04.04f 2448J011 CANCELLATION SHOULD ANY'OF'THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FIE EXPIRATION • DATE THEREQF; THE ISSUING INSURER WILL ENDEAVOR T0, MAIL ] O'` DAYS tNRITTEN NOTICE TO THECERTFIPATE fIOLDER -NAMED TO.THE LEFT; BU-TEAILU�?E TO p0 SO SHALL IMPOSE NO QBUGATION OR LIAtJ JTY-OF ANY. KIND 00N:44 INSURER; ITS AGENTS OR REPRtiSENTATIVES Aiiik A REPKEiS ITATIVE AOQRD nme an.10 o are, registered marks C o tACORD 1 C0 f9812409 ACORb CO R> T1aN Af[: rrgfi ;I TS/ed idgefield Employers Insurance Company Member of liberty Mutual Group CERTIFICATE OF INSURANCE RE : 0830 -44575 ISSUED TO : FOR PROOF OF INSURANCE ONLY ., FL 0000 ;t7 Rated A (Excellent) by .M.. Beret Company r Putt o. Producer : Arlene Lizeth Alvarez -Deno Company : Weinstein, Jones & Associates Address : 5915 Ponce de Leon Blvd, Suite 29 Coral Gables, FL 33146 Phone : (305) 665 -2622 This is to certify that Gold Coast Hurricane Shutters Inc., 5900 SW 43RD ST DAVIE, FL 33314 -3605, aannyworkerrs' compensation obeefs duerby insuring their with the Bridg nas feld Employers yers Insurance ance Company. POLICY NUMBER: 0830 -44575 Statutory Limits -- State of Florida EFFECTIVE DATE: April 01, 2011 EXPIRATION DATE: April 01, 2012 Employers Liability 1,000,000 (Each Accident) 1,000,000 (Disease- -Each Employee) 1,000,000 (Disease -- Policy Limit) REMARKS: "Blanket Waiver of Subrogation Applies" This certificate is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be construed as amending, extendin'g, or altering coverage not afforded by the policy shown above or affording insurance to any insured not named above. The policy of insurance listed above has been issued to the named insured for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document to which this certificate may pertain, the insurance made available by the described policy in this certificate is subject to only the terms, exclusions and conditions of such policy. Paid claims may have reduced the shown limits. tl if the policy described above is cancelled before the expiration date indicated, the issuing company will endeavor to mall 30 days' written notice t he certificate holder nameii above, although if cancellation is for nonpayment of premium, then the issuompany will endeavor to all 30 days' written notice to the certificate holder. In any event, the issuing company, its agents, and repsentatives accept no obligation or liability of any kind for failure to mall such notice. Authorized Signature Southwest Region Alabama. Arkansas. Louisiana, Mississippi P.O. Box 80439 • Baton Rouge, LA 70898 -0439 (225) 926 -3264. 1- 800 - 421 -2944 Fax (225) 926 -4102 WC 97 -088 (Rev. 3108) LDI COI 288182.1 12 10 Corporate Office Florida P.O. Box 988 • Lakeland FL 33802 -0988 (863) 665 - 6060• 1-800- 282 -7648 Fax (863)666 -1.958 Date: March 31, 2011 Southeast Region Georgra. Krnturky. Nora l Carolina. South Carolina, Tenmr_ssne P.O. Box 600 • Gainesville, GA 30503 -0600 (678) 450-5825 • 1 -800- 971 -2667 Fax (770) 531 -1349 Bridgef eld Employers insurance Company it an af filiate of and is nurnaged by Summit. Summit includes Summit Consulting Du•, and its subsidiaries. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC000313 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM THE OTHERS ENDORSEMENT We have the against the person or organization from anyone liable for an (This agreement applies by ooni policy. to the will extent that our 9 you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate direttiy or indirectly to benefit anyone not named in the Schedule. Schedule "Blanket Waiver of Subrogation Applies" 0 m This endorsement changes the policy to which it Is attached and is effective on the date Issued unless otherwise stated. Date Prepared: March 31, 2011 Carrier: Bridgefleld Employers Insurance Company Effective Date of Endorsement: April 01, 2011 Policy Number: 083044575 Countersigned by: Insured: Gold Coast Hurricane Shutters Inc. WC 00 0313 (Ed. 4-84) includes copyright material of the National Council on Compensation Insurance, Inc. used with Its permission. Copyright 1983 NCCI Ac23gb® CERTIFICATE OF LIABILITY INSURANCE PRODUCER WEINSTEIN, JONES & ASSOCIATES 5915 PONCE DE LEON BLVD., #29 CORAL GABLES FL 33146 Phone:305- 665 -2622 Fax:305- 665 -3236 INSURED GOLD COAST HURRICANE SHUTTERS, INC. GOLD COAST SHUTTER 5900 MANUFACTURING INC, DAVIE FL 33314 DATE (MM,I)D)YYYY) OP ID AC GOLDC -3 1 09/09 11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER: THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: STAR INDEMNITY & LIAB . CO INSURER 0: NORTHERN INSURANCE CO OW NY INSURER C: NAIC It INSURER D: INSURER E: COVERAGES THE ANY MAY POLICIES. ire POLICIES REQUIREMENT, PERTAIN, OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS TYPE OF INSURANCE POLICY N MBER f .� I a I•�'►a �i� it DA f ' '}' LTR A +.i• GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY SIPG— GL00240 I -00 09/08/11 EACH OCCURRENCE $ 1000000 09/08/12 URMACat IU HtNI PREMISES(Ea trounce) $ 50000 MED EXP (Any one person) $ 5000 1 CLAIMS MADE X I OCCUR PERSONAL &ADVINJURY $ 1000000 GENERAL AGGREGATE $ 2000000 PRODUCTS - COMP/OP AGG $20001)00 GEN'L AGGREGATE UMIT APPLIES PER: POLICY X fi T LOC Deduatibl $5000 8 AUTOMOBILE X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS I 004015493 1 02/08/11 02/08/12 COMBINED SINGLE LIMIT (Eaacddent) $ $1 , 010 , 000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Peracddent) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I 1 UMBRELLA LIABILITY OCCUR n CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ H- $ WORKERS AND ANY OFFICERIMEMBER (Mandatary If ee, SPECIAL EMPLOYERS PROPRIETORIPARTNER/EXECUTIV describe COMPENSATION LIABILITY EXCLUDED? I ` TOR' LIMITS Of ER E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ In NH) under PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS /LOCATIONS / VEHICLES 1 EXCLUSIONS ApDED BY ENDORSEMENT 1 SPECIAL PROVISIONS II CERTIFICATE HOLDER PROOFOF FOR PROOF OF INSURANCE ONLY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TILE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. A IZEO REPRESENTATIVE 4 ©1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 26 (2009/01) The ACORD nanhe and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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 lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or after the coverage afforded by the policies listed thereon. ACORD 26 (2008101) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. O.S' 1/- Z 37 Job Name /42(A.) Date li/® ii deOL17 tsi& CRITIQUE SHEET !mot r ®E P 6.0)A.)� rs+ PAUL I KAHN 954 - 9207750 6 C=b •■•••• 003 I� y,•# (tOrt6- It 3 J t I �Ic C (7-0:,Z4/ cr 5 0, 0 E 2 w STATE AND COUN tY RULES AND REGULATIONS CND cl," „eore i 2 3, 4. 5 14S x g(c 50 x L-1-1 /-iox 53 yDxs3 4o3 8 3(0 x 35 ci-141-(nbcf■j.. RECEI�T]F'?? 2011 NOV 17 J �wv i�:. an 1-1\pacs ev1'�/ &J2LCOSL ?ei(y) \AI 5- 1H 1 2031 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 J / - 50.4 -492 -48.3 -47.6 -47.1 -46.6 - 46.2 - 45.9 -45.5 -52.5 +41.6 +48.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 -53.9 +42.5 -51.1 -49.8 -49.0 - 48.3 - 47.7 -47.3 -46.8 -46.5 -46.2 -55.9 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -52.4 -51.1 +48.3 +47.0 -502 +46.1 - 49.5 +45.4 -48.9 +44.8 .48.4 +44,3 - 48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 ✓49.1 +44.9 - 48.7 +44.5 -48.4 +442 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 -55.2 +522 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 - 56.1 +53.0 +51.6 - 55.1 +50.6 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 28 ft -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 -60.6 -59.1 -57.7 58.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 +48.2 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -63.2 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 +49.9 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 -66.5 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 +52.0 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -58.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 -61.1 +57.7 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -63.2 -61.7 +58.3 +58.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.8 -57.1 +52.2 46 ft -63.8 -62.3 +58.8 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.6 - 59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 -62.8 +59.4 +57.8 -81.7 +56.7 50.8 +55.8 50.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -58.2 +53.1 50 ft 54.9 -63.4 +59.9 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +56.8 -61.2 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft -68.0 -64.4 +80.8 +59.2 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 58 ft -66.5 -64.9 +61.3 +59.7 - 83.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 50.1 +54.9 60 ft -67.5 -65.8 +62.2 +80.6 -64.7 +59.4 -63.8 +58.5 - 63.0 +57.8 52.4 +57.1 -61.9 +56.6 - 61.4 +56.1 -61.0 +55.7 1 m z 0 2 REMARKS DRWN CHKD EXTERIOR ZONE 5 PRESSURES Mean R.of e9 DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 J -62.2 +46,5 -59.8 +45.2 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +422 -64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 - 66.1 -63.5 -61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 -67.4 -64.8 -62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -68.7 +51,3 - 66.0 +49.9 -64.1 +49.0 - 62.6 +48.2 - 61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 28 ft -69.8 +52.2 - 67.1 +50.8 - 65.1 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 -68.2 -66.2 -64.6 -63.4 -62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +49.2 +48,7 +48.2 +47.8 +47.4 72.0 - 69.2 - 67.1 - 65.6 - 64.3 -63.2 -62.3 -61.5 -60.7 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 - 63.1 -62.3 -61.6 I-70.9 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -73.9 - 71.0 -68.9 -67.3 -66.0 - 64.9 -64.0 -63.1 -62.4 +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 -74.8 -71.9 -69.8 -68.1 -66.8 -65.7 -64.7 -63.9 -63.1 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50,8 +50.4 +50.0 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 - 64.6 -63.8 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 +57.1 +55,6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 -67.5 - 66.8 -65.8 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -79.5 -76.3 -74.1 -72.4 -71.0 - 89.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 -802 -77.0 -74.8 -73.0 -71.8 -70.4 -69.4 -68.5 -67.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 -80.8 -77.6 -75.4 -73.6 -72.2 - 71.0 - 69.9 -69.0 -68.2 +60.4 +58.8 +57.8 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 -81.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 -69.6 -68.7 +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE INIT ISSUE REVISE FOR 07 FBC CL TSB FLB FLB 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDMONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° 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. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED 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 IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY 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 I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC IINNTERPRETATION IF REQUIRED. I I ® I� ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT C ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 69885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries 400 West McNab Road Ft. Lauderdale, Florida 33309 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.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08 -351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E. on September 03, 2008 bearing the Miami -Dade County Product Control Renewal stamp with the notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Miami, FL or Tampa, FL 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 # 09- 0114.05 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 10-0929.04 Expiration Date: 11/16/2015 n/04/20 /o Approval Date: 11/04/2010 Page 1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel'; sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10- 0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 E -1 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0713.03 A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09- 0114.05 A. DRAWINGS 1. Drawing No. 08 -351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS I. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 .1/ my A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10 -0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 Town & Country Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test on 0.050" Aluminum Storm Panels, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL 0353- 0804 -10, dated 09/07/2010, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 iit. /. &/x//'''— elmy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 10- 0929.04 Expiration Date: 11/16/2015 Approval Date: 11/04/2010 LABEL LOCATION 2.02" 2.02" 1.05" MI 12.02" 0.050" ALUMINUM STORM PANED 2.250" .060 "3,00" MAX. 2.250' 1.17" SEE NOTE No. 10 NOTE y i No. 10 1 '00 1 6.000" COVERAGE 1 ry JI 8.332" 6-a) HALE STORM PANEL SCALE : 3" = 1' -0" .406 2.030' L.L0e IT= P. mti N£ •� 70747 in .120" N 06 .125 L 375" 2.000 /4 -20 MACHINE SCREW 1012" O.C.)STUO IRECTION MAY-" BE REVERSED) c r TYP. 2O ' h" HEADER 3 0" U" HEADER BUILD -OUT " HEADER SCALE + 3" = 1' -0" SCALE : 3" = 1' -0" 3a SCALE : 3" = 1' -0" 3.385" MAX. 190' 76 190 76" 1/4 -20 MACHINE SCREW 11112" ORECTI N _ BE REVERSED)6 ry 091" TYP. 2.00" MIN. 1 2.00" 5.00" MAX. OSTUD ANGLE ® STUD ANGLE SCALE : 3" = 1' -0" SCALE + 3" = 1' -0" 1/4 -20 MACHINE 12 SCREW [dl2" O.GISTUD .375" R DIRECTION MAY +-- BE REVERSEDI7 / r 886 .092" .177" 090 ▪ 1.00" MIN. 1 SYM. .315" R 14.632' 5.00" MAX. T7� .090" 90" 452" 465" 655" .440" ARP ac:o STUD ANGLE O ANGLE ©C -TRACK (FINIS SCALE + 3" = 1' -0" SCALE : 3" = t' -0" SCALE: HALF SIZE GENERAL NOTES NOOT A. ES 1. TI,S Ept p u � T FH Hp� E� miE CI HZy11;1pppER OpPIp Ig FO TGL PEE S5N0LOANUAT,ON ATOR d a gE WAUEEO R WOOg6AG SQ2�E 3. WRRNFE& M SS ACp C R W E5 [OVERNING C0E AND p E ROIN�W SS 4' FH6 SIFC A t1�rCASp9 1HI5SHTTpR ppYSEM CLUDE INFORMATION 5' OgTppPL0RA AMNSRVM€O8ESHALL COMPLY WITH CHAPTER 61515 -23 OC -TRACK O BUILD -OUT F-TRACK SCALE : HALF SIZE SCALE : HALF SIZE 6. p g5VIA�NT7pEN Lz�g4OC 13 VENJ EETI THA2IVT NG �TRUCTUTRE pSR 'ID`j TAIItEO HER I ITF(ER RM OR MA Il AL FR M T SrR CTU AL sualn A S 7. pTp1rH \'NMOHHDI1I ;FOIgC�'�IgIOP10P. 'T1065 TO 11105E APPROVAL DOCUMENTS WILL VOID 8. EIILOIWG OFFICIAL MAIMO ELTESCTE000 DFMFT�HE FFIPI WING OPTIONSOC`UmENTS. THE A) S. L E THAC,T SCEE 5 E FNCIN UaR R alb E DARC TE EWHI EOT I 03 pry 0gC7 yAS�q p�ppg E�p5I w A 0,, ITi pT pL01,,,, 0 C L EN 11 TIV1d 50 Pg CtrT, 4HE�NMIpAEM110A�ONEEg COPUCN1�TgY4.0.3DUCTECO i REOLPOOISISIIIOrIN R 460 ZOppNppEp APEA.7SgONKLY EP IVNLyNITRWN�AIE� BE7 eE PITEDHEBNYp TpHE7B FELRNGEIOP II€X15. 9' ASFbLLLOON SRNEI MARKINGLTPpEp)RNEPANEL ANO SHALLEaEPERMANENPTLNY LABS EO 5 L FI6 U500000NDUSFLT S. WAVI-DADEOOIARYPROO APPROVED 10. LII VRE S5HALL gE gppq 1134 OR 5052- 4 A UI.7 A 0 WITIi FOLLOWING MI IMUM THICKNESS AND MECHANIC PR VERTIES� OMINAL 0.0 0 11. ALL L EXTRUSIONS �ySMALL LpBE 560663- 16EAgLUUMINpUM� ALLOY, U.O.N 12. A MINIMUMSTENSILE STRENGTH aFL60 K.S.II.VV N.ED OR STAINLESS STEEL WITH 13. NOR "6".OE�t,{ ,SHEAOEREMOUNTING CPNOITION�LLY WHERE APPIL�ICABLE EIX[EPT OR "A A 313" 377" 0 I' TRACK SCALE + HALF SIZE 0.090" (TYP.) 30" 563 "0 �.J • ° .BB" 10 r 120 0.0 0" 60 STEEL GR 40 2.00" 20 0.050" 6063 -T6 ALUM) LPTIDNAL LEG DIRECTION TNMAC3ALL00 KEYHQLE 8a °F° ANGLE -TRACK O WING NUT 10 WASHER SCALE : HALF 512E SCALE + HALF 512E SCALE HALF SIZE FASTENER 912" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL T0110 P.SF. S fA e" 0.C. FOR DESIGN LOADS ANY ACCEPTABLE ANCHORISEE ANCHOR SCHEDULE FOR Lmax.. SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0" WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN TYP CAL SECTIONS ALUM. ANGLE CLOSURE PIECE Px 2 ' x 0.125' MI TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL NUTTER OVERLAP SHALL BE A INNIMUM 8N 15 TIMES DISTANCE. BETWEEN 1110R SHUTTER AND WALL TOP MOUNT PLANS.• VIEW \+ 1/4" MAX. 315 "0 ALUM. ANGLE UILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TD 2" x 5" x 0.125" MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOC OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL PRODUCT REVISED 0x complying with Lhe Florida Raiding C000 Acceptance No oq- E :RimNoO Date BY Miami DIv6150 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE .o$ ASTENER 05 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 31 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE W ANC HandODUCT RENEWED as complying with the Florida Building Code Acceptance No 0 - O • 04. Expiration Dale 1I4Pr 0/$" % y4Z.c. By TYP. BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE, 1/4" = 1' - 0" / 315 "0 1/4" MAX. El 1I V.J Knezev)ch 11. Yam Ms Er Pt HOMO= n1096 -_.x:; erow XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS SCALE, 1 -1/2" = 1' -0" FLAN) HURRICANE PROTECTION AS NOTED 416* 09/01/2008 9=016 an 08-351 PAGE 1 of 8 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMIN EXISTING GLAZIN CS10800MIMNTYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CO ECE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOD FRAMING ITYP. TOP AND BOTTOM 1/4" MAX. w Z m QQ a. I.- EXISTING ow GLAZIN N C taw w = N 01 q2 Ea J a N 1/4" MAX. 01 CONNECTION PPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 10.050" ALUMINUM STORM PANEL{ PTIONAL LEG DIRECTION CONNECTION TYPE c0400CTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0. EQ 111M ° STORM PANEL SEPARATION FROM GLASS TABLE 2 4 a MAY BE r:,.. EVERSE /4" MAX. EXISTING CONCRETE, HOLLOW FRAMIN CONCRETE BLOCK OR w w WOOD ZJ 4F m E NZ Nu N Z E a EXISTING Ut GLAZIN ‘Wr_E6 it. '* /al . C'af='e llf rA7 MAX. EXISTING GLAZIN 0 ell': ' am aF Li Cr SEE MIN. o w STORM PANELS O SEPARATION w o FROM GLASS r w S TABLE 2 O N u N nQ ao i Lid I J N :== __ Ni8.3� H1 1/4" MAX. � • 4 CONNECTION IYPE REFERENCE ANCHOR CHEDUL SPAC NG E FOR MAX. OCEUNG,IFLOOR MOUNT SECTION SCALE: 3" =1' - 0" G CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING 00011EC1100 TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING OPT ONAL LEG DIRECTION /4" MAX. 01CONNECTI@JIYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTOM) CI0020ECTONI PE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX: STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 12" 0.C. ITYP. TOP & BOTTOMI OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0° SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 Uw • °O ° 2" x 5" x 1 /8" mG O x CONT. ALUM. Q ANGLE OR 4" -, of x 1/4" x CONT. ALUM. FLAT THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS (2) 24" O.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER EMBEDMENT DETA1t (`PASSTHRU' SEC./ANCHOR SCHEIBE 1/404 MN. 2 -I/r UM 1/4"01TWTAPCONW/ /4 "0 POWERS 01UN -67 VI W050 LAG SCREW Y/ 1- 3/4'tl2L (COW -I 0R I -1/4" NR (&.Oml 7/0" EMEMENT & V4- 28000,0'1 STAINLESS STEEL t1A0@IE 1 -1/4" DOWER SMEAR PARALLEL OR DEMENT 500W PERPENDICULAR AR TOW00 0000. XOLLWY 032421 GRIDLOCK 004. (GSM Wm00 12" 4° r 12" 1/4" MAX. /4 "0 THRU BOLTS W/ LOCK NUT @ 12" O.C. ASTENER, SEE DETAIL QE ANCHOR SCHEDULE, FOR MAX. SPACING TWO 1/ x CI CONNECIIONTYPE 5"xI4 ALUM. . ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN EXISTING CONCRETE, HOLLOW CONCRETE BLOCK 0 WOOD FRAMING. SEE DETAIL EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER @ 6" 0.C. OR @ 12` O.C. ,BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONVECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING P TRACK/DIRECT MOUNT SECTION 6). SCALE 3" = 1' - 0" 1- 1/2 "1 -1/2" vivio;ork o __ O E RU° °PASS TH SECTION SCALE 3" = 1' - 0" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 14x 3/4" TEK SCREW [0 12" O.C. BETWEEN m TRUSSES EXISTING GLAZING © % O OCEILING MOUNT / BUILD OUT SECTION SCALE 3 "= 1' -0" - PRODUCT RENEWED Cotlo th0 Florida paayWmx Plo 0- O Z 04 vi PRODUCE REVISED a as complying with the Florida N Balding Cade A000pmac=No0 - ° E5... . Date)I/I3 Division 1K' oda.K Contr41 pc 0 1 1 J 1 6' V.J Knezevlch Profmkoof a Um= Wm Sept . 2 Ea AS NOTED 05/15/2008 08-351 PAGE 2 of W000 ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN 1'x 4' OR 1° x 6" .062" CONT. ALUM TUBE 16063 -T6) GLASS OR 1300' SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12 O.C. NE 1 /4 "Ox MIN. 5" LONG W000 LAG SCREWS (P 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT INTO W000 MEMBER TWO 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER 14x3/4" s TEK SCREW 51" 0.0 BETW12EEN . TRUSSES g - n- EMBEDMEN 0.050" ALUMINUM STORM PANEL! w E 1/2" PLYWOOD EXISTING GLAZIN IM p =1!4 EE MIN. STOR PANEL SEP. FRO GLASS TABLE 2 CONNECTION TYPE USE 1/4' W000 LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3° x OR 4' x WOOD FRAMING REQUIRED TWO 1/4-0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS � �� REFERENCE ANCHOR [d 24" 0.0. MAX. WITH SCHEDULE FOR MAX. T -3/4" MIN. EMBEDMEN SPACING IN CENTER OF STUDS XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING ©BUILD -DOWN / BUILD -OUT SECTION SCALE. 3" a 1' - 0" ow ETASL rtil O = N5 < 0 a C CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. XISTING CONCRETE, SPACING HOLLOW CONCRETE BLOCK OR WOOD FRAMING NOTE USE OF DETAIL SHALL 8E W CONJUNCTION WITH AN a° HEADER OR °U° HEADER TOP MOUNT OC -TRACK ASSEMBLY- INSIDE MOUNT K SCALE. 3 " =1' -0" 2" x 6" P.T. CONT WOOD BLOCKIN 1/4" MAX. W J aF Ow F J —u _N mZ Ea J N OtS EMBEDMEN 1/4" MAX. 1 /4 "Px MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW (3 12" O.C. W/ 1 -3/4° EMBEDMENT INTO WOOD BLOCKING TWO 1/4 °0x MIN. 4' LONG STAINLESS STEEL WOOD LAG SCREWS 0 24' 0.C. MAX. WITH I-3/4° MIN. EMBEDMENT INTO EXISTING STUDS 1" x 4" x 1/8" x CONT. ALUM. TUBE 14 x 3/4" TEK SCREW @ B' 0.C. 1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OCEILING/BUILD -OUT MOUNT SECTION SCALE. 3" = 1' - 0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/16" MIN. } 1/4 -20 x 3/4" I MACHINE SCREW I WITH .675" x .675" x .125" SQUARE ' SCREW HEAD /16" I.O. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) (Th C -TRACK ASSEMBLY- (BLOW UPI SCALE: HALF 512E USEODRO WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" .125" SQUARE SCREW HEAD 1 L ,, \O 1/4" MAX x CO n DON TYPE .,� REFERENCE ANCHOR "4 SPACING CHED E FOR MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR W0012 FRAMING OBURR- OUT/FLOOR MOUNT SECTION SCALE: 3" x 1' - 0" PRODUCT RENEWED as Complying with the Florida AAccppIImue No l0 -0' Dery p • /i7 o 0 By 1/2° 0.0. x 1/4° I... 3/16" Miami NYLON BUSHING 1/4 -20 S.S. NUT IT .� INAL LOCATION OF STUD QC-TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. PRODUCT REVISED sBWmpl31a8W {4H the CIO:lei9 Belding Cade / psi., . n Date .gv— 69. /Tr -� clCentral Division 05' 10 >s"° 1 11 1 1 8 V.J. Knezevicll tsd smx sxcsw tm..w NOTED Gas 05 15/2008 08-351 PAGE 3of6 XISTING WOOD FRAMING 06 C0186C1ION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 as C1 ow ww NV N 2 2a MAX.MAX /4 -20 S.S. BOLT & NUT ail 11" 0.0. 2" x 5" x 1/8" CONT. ALUM. ANGLE 02 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. z" SPACING 4 A 2 ". 2" XISTING CONCRETE. HOLLOW CONCRETE BLOCK 2 ". 5" OR WOOD FRAMING O WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" . 1' -0" 1/4 -20 5,5. BOLT & BOLT & WINGNUT (al 24" O.C. (TYP 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8 6063 -T6 ALUM. ANGLE vaTa p MAX. EXISTING BAY WINDOW 1" OVERLAP 1/4 -20 S.S. BOLT &@ 24 "O0,IT PNU 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063 -T6 ALUM. BENT PLATE MAX. OVERLAP O TYPICAL CORNER CLOSURE DETAILS MAN SCALE. 1 -1/2" = 1' -0" T•050" ALUMINUM STORM PANEL EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING EMB .01,a EXISTING GLAZIN 1" 2" 2"- 2" I x 0 055" 6063 -T6 ALUM. TUBE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 x 0.055" 6063 -T6 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL PUNCH 1/2" x r HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 01 CONNECTION 1YPE REFER NCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE, 3" . 1' - 0" ®9TYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT (0 12" O.C. (CONNECTS TO ADJACENT PANEL) WALL MOUNTED 5 "x2 "x1/8" x CONT. STUDDED ANGLE (SEE SECTION T) 0 OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. 01 CONNECTIONNFE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 1/4" MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING NON- STRUCTURAL FINISH MATERIAL BRICK OR W000 COA1801100 TYPE REFERENCE ANCHOR ., SCHEDULE FOR MAX. SPACING /4" MAX. EXISTING GLAZIN k1/4" MAX. 1/4 -20 STUDS 12" O.C. 1/4" MAX. CA CONNECTION IYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONCRETE OWALL MOUNT / BUILD OUT SECTION SCALE, 3 ". 1'- 0" 1' -2" 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH 510051 CONCRETEBLOCK NON- STRUCTURAL FINISH MATERIAL 3/8 "0 HOLE FOR FASTENING PANEL CC RENEWED as lying with the Florida Building Code Acceptance No 0 0q .04• Dcae (MAX PAt03.HUGHTm 7' -4. 8 MAC DESYiE1LOA0 72.011$.BY., OINTERIOR FASTENING ANGLE ASSEMBLY By &DannD SCALE: 1 -1/2" a 1• -D^ redact Control Division THESE THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE CCOTH h8E IN ONJUNTINWIT AN ', HEADER OR "U" HEADER TOP MOUNT. PRODUCT REFUSED ea 80101113838 1,88 Om Plartdn Balding Code Acceptance No o5" ao Data /o By Miami . �, • " ,"� ot Control Dlvbion V.J. Knezevloh ammo Kw maw 05/15/2008 wolel 08-351 PAGE 4o18 10,050" ALUMINUM STORM PANEL' ANCHOR SCHEDULE HOMER MAXI= SMOG (Nc103) REMIND FOR YAAIOL6000fi1l LOA08AID BPANS ANCHOR 'TYPE LOAD (W) P S P MAX. (511 NOTE SPANS UP TO WE NOTE 1) SPANS UP TO (BEE 607E11 SPANS UP TO BEE NOTE 1) SPANS UP TO DEE NOTE 1) SPANS UP TO 1EENOTE1) SPANS UP TO (80180181) Mp11° EDGE DISTANCE MIN. 2 1/2' EDGE DISTANCE 60891611ON TYPE CONNECTION TYPE CONNECTION TYPE (SEE 80763) DEE81E31 (SEE CI C2 C3 C4 C5 Cl C2 C3 C4 C5 CI C C3 4 CS CONNECTION TYPE CONNECTION TYPE CONNECTNIN TYPE (SEENOTE3) (SFE tam 3) 13E 801871 Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 S 11�La1L„ \,oLluuiuruu= 1/4'0Iry -3/4'1101 43.0 50.0 84.0 150.0 14 14 14 14 14 14 18 1d 14 14 11 14 14 7 10 7 5 3 8 6 3 14 14 14 14 14 14 14 6 14 14 5 B la 3 7 10 3 7 10 3 3 3 3 14 11 14 8 14 7 14 7 14 7 Il�nmprortmxum „�- ELCO UL19AC01 ann V490 5/1-9/4m18 3l5 E080609T 43.0 50.0 72.0 84.0 150.0 14 14 14 14 14 14 14 14 14 14 10 14 14 6 9 14 12 12 10 8 7 7 6 5 4 MINA 114° EDGE DISTANCE 1414 14.9 1414 14 8 14 7 11 5 14 6 9 5 14 6 9 5 7 a 14 10 14 7 14 6 14 6 14 6 14 4 14 3 10 3 17 3 10 7 13 6 9 5 9 5 9 5 14 14 14 14 14 14 14 14 14 14 14 13 14 8 11 14 14 14 14 12 10 10 6 8 7 14 14 14 14 12 14 14 14 12 10 14 9 13 8 7 14 8 11 8 7 14 8 11 8 7 14 112 14 10 9 14 9 14 9 7 141 8 11 8 7 14 18 11 6 7 14 8 11 8 7 14 14 14 1a 14 14 14 14 14 14 14 11 14 5 14 14 14 14 1210 10 9 8 8 14 14 14 14 14 14 14 14 14 12 14 12 10 11 8 7 9 8 6 9 8 6 14 10 14 e 14 6 14 6 14 6 14 10 0 13 9 7 9 6 6 9 6 6 9 8 6 MIN. 3° EDGE DISTANCE 1 ��'1n1'''■I ,,,,,,,,77,,......7 OIi01/4' sras4LSS5TEQ 1 A., Memoir v4-70 MO= MEW 43.0 50.0 72.0 84.0 14 14 14 14 14 14 11,4._ 9 8 14 14_14 7 14 10 14 6 6 7 -14_3 4 14 14 14 14 14 14 114 14 14 14 412 412 10 411 9_ ..14 5 19 5 3 11 4 3 11 a 3 11 4 9 4 4 6 4 3 6 4 3 8 4 3 14 14 14 14141414141412 d 9 14 14 14 14 12 14 14 12 14 13 10 14 1a 7 10-10 B 14 8 13 10 8 7 10 10 8 ' 0 10 8 0 10 8 14 10 14 14 7 14 6 5 5 4 12 5 7 4 11 4 6 4 11 4 6 4 ' 010 8 150.0 11 4 6 4 3 MN, 2° EDGE DISTANCE 41I. 2 /2° EDGE DISTANCE * V4'0 ELEO NALE R 4 V6 / W6 EUitnar /H/6' 43.0 50.0 72.0 84.0 150.0 43.0 500 72.0 84.0 150.0 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8 12 10 12 8 7 8 12 12 12 11 10 12 12 12 10 8 12 6 10 7 5 12 6 8 6 5 1208 6 9 12 9 12 7 12 12 3,8 22 6'8 12 8 8 B 7 7 6 6 6 5 6 5 12 12 12 12 1212 7 10 12 122. 12 1210 10 9 8 7 2.12 11_ 1 1 0 8 12 6 7 7 10 0 7 7 110 8 7 2 10 9 . 9 7 2 7 10 8 7 12 1 0 8 7 12 7 0 8 7 Am" r■Z.7j% V 14 14 14 14 14 14 14 14 9 12 14 14 14 14 14 14 14 12 11 9 m 14 114 14 14 14 14 14 14 10.14 12 9 9 ' 12 11 9 9 1211 9 4 13 4 1a 12 4 10 14 12.10 4 , 9 12 11 9 4 9 11 9 4 9 2 11 9 J 10 Z U O i;:r.;'■II 50.0 1/4'4174' 1/4•90. ELCOULTRA0061400 V4re w /- Vl'90.EN3E12U0 WOE( / -V4' 43.0 50,0 72.0 84.0 1500 430 50.0 72.0 84.0 150.0 43.0 50.0 72.0 84.0 150.0 8 8 8 7 7 7 5/ 5 14 14 14 8 10 1414 Id 7 9 5 9 4 8 4 8 4 6-% 3 3 3 1 9 4 9 3 J 7% 5 4 5 3 9 9 4.74r1 Q�jLM g g 8 11 5 5 9 4 4 3 3 3 6 88 7 3 3 8 4 9 5 3 % 3 3 3 3 ``3' 3 A IIYVA 14 14 12 12 4 8 9 7 7 6 4 3 7 0 7 9 6 4 4 8 5 3 .417?/ 3 3 A 3 3 4 3 3 /d 9 3 4 14 14 14 11 8 14 14 14 9 7 8 5 9 6 5 8 4 6 5 4 6 3 4 3 11 8 11 7 5 9 5 9 6 5 6 4 4 3 6 /// 3 4. 3 6 , , 3 4 3 4 8 5 4 9 4 3 3 4 3 3 4 3 a 3 14 1' 14 14 11 14 14 14 12 10 14 9 14 8 7 14 7 14 7 6 11 4 5 5 a 141414 10 8 14 9 14 8 T 11 a 11 4 11 4 7 5 4 5 5 4 5 5 4 14 6 12 5 11 4 11 4 11 4 14 7 5 8 6 5 5 5 4 5 5 4 5 5 4 V4'0 ALL PONES 9714-981 72.0 00O8901Th1/r8900109T 4 64.0 Man 574111 E55 53E91 116008 15 0.0 * mortatrara> 43_0 *LE.taanIXOS› 50.0 72.0 64.0 150.0 71, 1E 1,, MW. 2' 8020 DISTANCE 14 14 14 13 11 14 14 14 9 8 14 7 14 6 5 14 la 14 11 9 14 11 14_8 6 14 6 10 5 4 14 11 1 8 6 13 5 8 5 413 5 7 5 4 14 8 14 8 5 13 5 7 5 4 13 5 7 5 4 19 5 7 5 4 13 5 7 5 4 13 9 7 5 4 MN 3° EDGE DISTANC 14 14 14 14 14 le 14 14 11 10 14 8 14 9 7 14 14 14 14 12 14 12 14 10 6 14 0 11 7 6 14 12 14 10 14 6 9 7 6 14 5 7 7 5 14 9 14 9 7 24 5 7 7 5 14 5 7 7 5 14 5 7 7 5 14 5 7 7 5 14 5 7 7 5 2 12 IT 12 12 1 12 12 2 2 6 12 8 S 30 -4 6 4 8. 8 3 rS- 1 5 T'3 5--3 5 .4- 3 5 4 5 4 1 A 12 7 4 3 5 4 3 3 5-4 3 5 4 5 d 3 5 4 3 5 ANCHOR SCHEDULE 041 00ERIAAI10U8 SP (0/CHNBRE0U1REGEORMIOUS DESIGNLOA08AND SPANS ANCHOR TYPE LOAD (W) P.S.P. MAX. (SEE NOTE 1) MN. 3/4° EDGE DISTANCE SPANS UP TO 6' -0" (11NO1E1) SPANS UP TO B' -8" (SEENO1E1) SPANS UP TO 12•_0•• N0181) CONNECTION 2E801E3) C1 C2 TYPE C3 C4 CONNECTION (GEE NO1E37 CS C1 C2 C3 TYPE C4 C5 CONNECTION TYPE cam MU) Cl C2 C3 C4 C5 WOOD 50.0 50.0 72.0 14 14 14 14 td 14 14 14 14 74 td110 td 6 14 6 14 14 14 13 14 Id 7 I4 I4 11 12 14 0 9 14 9 9 14 14 6 6 8 5 14 14 14 8 7 14 17 14 1 8 1d 11 14 6 55 imp,,., 7 1d id 14 11 14 11 td 6 14 11 14 6 6 84.0 150.0 5 14 11 14 6 5 *III �" \"' EEms0L. FO. w Ea. �� 43.0 50.0 14 14 14 14 14 13 9 14 11 8 9 7 V /7 /3 13 J 11 / / // 9 4 9 8 3 5 j 9 4 7Z3 3 z7 7/ 3 %3 84.0 150.0 *nottenecam. * y • / R 4 8 14 14 14 14 13 14 14 14 10 9 14 9 8 11 6 5 9 8 9 9 6 5 14 10 14 7 8 14 14 10 14 14 13 14 9 14 8 9 6 11 14 14 S l4 7 6 14 6 5 14 6 14 7 13 8 5 14 6 9 6 5 _43.0 50.0 72,0 14 10 14 6 14 0 9 8 5 34 8 9 5 64.0 150.0 ANCHOR NOES t ALL NO 61361E 5T0P0N PA60:LNSPANS F PVEC LOADS MUST BE MEED TO SSE SHOWN IN TABLE L 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL EQUAL TO NEGATIVE DESIGN LOAD ONE SHUTTER 1AND0SELECT SPAN GREATER THAN OR EQUAL TD SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, 4. EXISTING REFERENCEEANCHOR CONCRETE HOLLOW PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SSHHALLL E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT SIO EMBED MENT AND EDGES DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. ACCEPTABLE M e OT PRINpW000 FSES UOD 5EAD RY FORS SRPYS. FASTENERS TO PWO NL R 0. EDGE DISTANCE IS A CEPTAOLE P R WOOADL FRAMING. W000 STUD SHALL BE SOUTHERN PINE" 13=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9 HEAD ISINi EWAEN Bt LTILU HAVE EITHER A PA1/7. EAD TRUSS HEAD, OR WAFER 10. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 12. ALL POINTS SOLID SET AND POWERS CALX -W ANCHORS MAY ONLY BE USED W CONCRETE WALLS, HOLLOW CONCRETE BLOCH WALLS OR CONCRETE SLABS ON GRADE 13. FOR ELCO CRETEFLD( SS4, CONCRETE STRENGTH, Fc=3.6 40), FOR 11W TAPCON, CONCRETE STRENGTH. Fc=3.2 491. FOR ALL OTHERS CONCRETE STRENGTH, Fc<= 3 HSI, PRODUCT RENEWED &aidm lg Code �c Florida Acceptance No 0 - o .u¢ on Date /Mt. 0/S n4.4fr 4 MiOmi Divisiun Contra PRODUCT REVISED os lamplyleg Wltb 90e F9o$We DnldIug Code Acc (09980e6100 • Or ES Ilea Dale e I o By 64 0 DEY{sion g 4011AS NOTED 041. 05/15/2008 0 1m. 08451 PAGE Bof8 T A 8 L E 2 • MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN L LOAD (WI O S ( ACTUAL SPAN (L) (FT - 19) 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 (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 050 8 -8 3 2 -1/2 9 -10 5 3 -1/4 600 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 8 -4 3 3 00.0 4 -0 3 1 -1/2 7 -9 3 2 -3/4 1800 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 1200 3 -0 3 1 -1/2 6 -4 3 2 -1/4 0.050" ALUMINUM STORM PANEL TABLE 1 NOTES: 1. DETERMINE BOTH OCHECK THEIR RESPECTTIVE SPANS AND USE THE LESSER SPAN VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. A MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEG PRESSURE (FT - IN) SPAN FOR PO5 PRESSURE (FT - IN) 40.0 12' -0" 10' -4" 45.0 11' -3" 10' -1" 50.0 10' -8" 9' -9" 55.0 10' -2" 60.0 62.0 65.0 8. -11" 70.0 72.0 75.0 60.0 90.0 100.0 6' -7" 110.0 120.0 130.0 140.0 4' -3" 150.0 4' -0" PRODUCT RENEWED Banding Code tho Rome Acceptance No O- 0 (net .0 4 Date I //1.� - ,/S DY 1 • u�r/ Maud • Dnvfon PRODUCT REVISED as complying T+110 Welikaida Belding Code Acceptance Plo 0 Esp , Ion Date By /- -Tsui Miami Division .0I • •6'5" /0 • F B V.J. Knezevich Protenekaal 30 Yeas Kw Pt COINISI AS N0108 05/15/2008 islet 08-351 PAGE 6of6