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WS-11-1314T Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162285 Permit Number: WS -7 -11 -1314 Scheduled Inspection Date: August 02, 2011 Inspector: Grande, Claudio Owner: SAXON, MARY Job Address: 1285 NE 95 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 1132060144020 Phone: (954)472 -7766 Building Department Comments INSTALL ACCORDION SHUTTERS ON 6 OPENINGS Passe V1 .2 �� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 02, 2011 For Inspections please call: (305)762 -4949 Page 14 of 26 1 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department �U� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Q 2071 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 = Permit No. wS' tt 13 14 Master Permit No. Permit T pe: BUILDING ROOFING 9Cq 'Sal - OWNER: Name (Fee Simple Titleho der): (�/ ', lei' S"a , Phone #: Address: Li 1 fl U "12 J City: m l4�/ v / 1 .S/ lO(f & State: FL. Z �j3� 3 3 n� Tenant/Lessee Name: COiffefSQ 6 `b6 Phone #: J �1— C — W� Email: JOB ADDRESS: I 9S-5 l 1 e -1S~p c-freed- City: Miami Shores t / County: Folio/Parcel #: 1 1 - - 3'®6-0/ M - yoc c Miami Dade zip:' 3 ) 3O Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: • 0, C 'S4- / 1' c fC Phone #: la • 11 k (' Address: %l _ a "7�Ils . City: n / p Qualifier Name: r/ )aY- i%l /`�' X10 0') Phone State Certification or Registration #: (.., 6 l.� Vs igLi y Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 3 1n 1 Square/Linear Footage of Work: /? W Type of Work: ❑Addition ❑ iteration New n UR pair/Replace ❑Depmoo1ition Description of Work: 103-0 a C c D rcj C 10� ,,� 'b� tL/ o (��n I * * * ** * * *: * * *** *** * ** ** ***** * * * * * * *** *** Fees ** : * * *** **** * * * *** * * * ** * * ** * *:x***** *** * * **** 0 Submittal Fee $ 50 . 0 0 Permit Fee $ /60 i CCF $ CO /CC $ Scanning Fee $ PAIA Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ V 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 of such posted notice, the inspectio will no ' ai proved and a reinsp, ' tion fee will be charged. Signatur Owner or Agent The o foregoing instrument was ac dged ed before me this is personall own to me or who has produced . NOTARY P Sign: Print: My Commission Expires: As identification and who did take an oath. IC: tt P SOLoM,,�,� ero ttttttttt tttttttt 4.00 Contractor The foregoing instrument was acknowledged before me day of 1 , 2&L, by who is personall to me or who has produced as identification and who did take � ,,k pM.,,, -- NOTAilik LIC: • / Sign: Na , Print: 417 . _/ ( TSa ..... $ �. ROE o My Commission Expires: nnnn *** * ********** * * **** * * * *:x * * *** *,x **** *,x ** * * * * * ** * ** *, * * *** * ** * * *,x * ** * *�xa ****** **** * * ** * * ** ** * * ** *,x **** ****** APPROVED BY ************************* Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk 7)idgefield Employers Insurance Company® Member of Liberty Mutual Group CERTIFICATE OF INSURANCE RE : 0830 -44575 ISSUED TO : Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Rated A (Excellent) by A.M. Best Company sumntitholdings.com 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 of the Honda workers—Uompensatlon Law, has secures the payment of any workers' compensation benefits due by insuring their risk with the Bridgefield Employers Insurance Company. POLICY NUMBER: 0830 -44575 EFFECTIVE DATE: April 01, 2011 EXPIRATION DATE: April 01, 2012 Statutory Limits -- State of Florida 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 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 -056 (Rev. 3/08) LDI COI 268152 -1 1210 Corporate Office Florida P.O. Box 988 • Lakeland, FL 33802 -0988 (863) 665 -6060. 1 -800- 282 -7648 Fax (863) 666 -1958 Date: July 20, 2011 Southeast Region Georgia. Kentucky, North Carolina, South Carolina. Tennessee P.O. Box 600 • Gainesville, GA 30503 -0600 (678) 450 -5825. 1- 800 -971 -2667 Fax (770) 531 -1349 Bridgefield Employers Insurance Company is an affiliate of and is managed by Summit. Summit includes Summit Consulting Inc. and its subsidiaries. .44C0RO® CERTIFICATE OF LIABILITY INSURANCE OP ID AC GOLDC -3 DATE (MM/DD/YYYY) 07/20/11 PRODUCER WEINSTEIN, JONES & ASSOCIATES 5915 PONCE DE LEON BLVD., #29 CORAL GABLES FL 33146 Phone:305- 665 -2622 Fax:305- 665 -3236 INSURED 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 NAIC 8 GOLD COAST HURRICANE SHUTTERS, INC. GOLD COAST SHUTTER M90UFSW 4RING INC, DAVIE FL 33314 INSURER A SCOTTSDALE INSURANCE CO. INSURER B: NORTHERN INSURANCE co or PY INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAJMS. INWt LTR AUL'L INSRD TYPE OF INSURANCE POLICY NUMBER CPS1263539 __ _ p a — --r- DATE (MM/DD/YYYY) 09/08/10 - , CY IRATION DATE (MM/DD/YYYY) 09/08/11 UMITS EACH OCCURRENCE $ 1000000 A X GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY PR" MISES(Eatocarence) $ 100000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5000 GEN'L PERSONAL &ADVINJURY $ 1000000 GENERAL AGGREGATE $ 2000000 AGGREGATE UMIT APPLIES PER: POLICY X JEt'OT- LOC PRODUCTS - COMP/OP AGG $ 2000000 Deductibl $5000 B AUTOMOBILE X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 004015493 02/08/11 02/08/12 COMBINED SINGLE UMIT (Ea accident) $ $1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE UABWTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LUWILITY OCCUR CLAJMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ $ WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER (Mandatory If yes, describe SPECIAL COMPENSATION LIABILITY Y / N WC STA1 U- O I H- TORY LIMITS ER E.L EACH ACCIDENT $ r EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ in NH) under PROVISIONS below E.L. DISEASE - POUCY UMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Certificate Holder is listed as additional insured in respect to the General Liability policy. *Except ten days notice due to non - payment of premium. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* 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. ACORD 25 (2009/01) REPRESENTATIVE © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name 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 alter the coverage afforded by the policies listed thereon. ACORD 25 (2009!01) ;41P-.1 iaiATMAIM -.;= I MI Cr a:•wa -a ii=i rim ii -eiiwm• -A I- 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Receipt #:180-8200 Business Name: GOLD COAST HURRICANE SHUTTERS INC Business Type:GENERAL CONTRACTOR Owner Name: MARTIN FRANCIS COHEN Business Opened:04 /03/2008 Business Location: 5900 SW 44 ST StatelCounty lCert'/Reg:CGCO51844 DAVIE Exemption Code :NONEXEMPT Business Phone: Rooms Seats Employees 10 Machines Professionals For Vending Business Only Number of Machines: Vending T (GENE Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: MARTIN FRANCIS COHEN 5900 SW 44 ST DAVIE, FL 33314 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 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. 2010 - 2011 Receipt #01A -09- 00027590 Paid 08/31/2010 27.00 ea DATE BATCH P UMk3E JUL202011 _R_ Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT �� , / ll/`/ /'oiI, ;;U13,11-CT TO COMPLIANCE WITH ALL FEDERAL f, IAFT AND COUNTY RULES AND REGULATIONS 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roo "'1elgh DESIGN PRESSURES (P5F) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft 50.4 -49.2 +46.5 +452 -48.3 +44,4 - 47.6 +43.7 - 47.1 +43.1 -48.8 +42.7 -462 +42,3 - 45.9 - +41.9 -45.5 +41.6 18 ft -51.1 -49.8 +47.1 +45.9 -49.0 +45.0 -48.3 +44.3 - 47.7 +43.7 -47.3 +43.3 -48.8 +42.9 -48.5 .5 +42.5 -48 -48.2 +422 18 ft -52.4 -51.1 +48,3 +47.0 -502 +46.1 - 49.5 +45.4 - 48.9 +44.8 -48A +44,3 - 48.0 +43.9 -47.7 +43.6 -47.3 +43.2 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 +44.2 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 -52.8 +482 -52.0 +47.6 -51.5 +47.1 - 51.0 +46.7 50.6 +46.3 -50.3 +45.9 28 ft -56.6 -552 +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 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 +53,8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 57.7 +54,5 +53.1 56.7 +52.0 55.9 +51.3 552 +50,6 - 54.7 +50.1 542 +49.8 53.8 +49.2 53.4 +48.8 34 ft - 59.9 -58.4 +55.2 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 - 54.5 +49.8 -54.1 +49A 36 ft -60.8 - 59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -58.6 +51.9 56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +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 -562 +51.4 -55.8 +51.0 -55.4 +50,6 40 ft 52.0 -60.5 +57.1 +55.8 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52,5 -58.8 +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 +56.7 50.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 - 57.5 +52.6 -57.1 +522 46 ft - 83.8 - 62.3 +58.8 +57.3 -61.2 +56.2 -80.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft - 84.4 -82.8 +59.4 +57.8 51.7 +56.7 -80.8 +55.8 -60.1 +55.1 -59.6 +54,5 - 59.0 +54,0 58.6 +53.6 -58.2 +53.1 50 ft -84.9 -63.4 +59.9 +58.3 -62.2 +57.2 -61.4 +58.3 -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 52.8 +57.6 -81.9 +58.8 - 612 +56.1 -80.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft - 68.0 -84.4 +60.8 +592 - 63.3 +58.1 -62.4 +57.2 51.7 +58.5 -61.0 +55.9 - 80.5 +55.4 -60.1 +54.9 -59.6 +54.5 58 ft - 86.5 -64.9 +61.3 +59.7 53.7 +58.5 -62.9 +57.7 -621 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 00 ft -67.5 -65.8 +62.2 +60.6 -64.7 +59,4 -83.8 +58.5 -63.0 +57.8 -62.4 +57.1 51.9 +56.8 -61.4 +56.1 -61.0 +55.7 Mean f sigh DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft 2 -59.8 -58.0 -58.7 -55.6 -54.6 -53.8 -53.1 -52.5 46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 +47.1 -60.8 +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 18 ft -64.6 +48.3 - 82.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft -66.1 +49.4 -83.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44,9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -88.7 +51.3 - 86.0 +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 26 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 28 ft -70.9 +53.0 -68.2 +51.6 - 66.2 +50.6 - 64.6 +49.8 -63.4 +49.2 -62.3 +48,7 - 61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 - 67.1 +51.3 -65.6 +50.6 -64.3 +49.9 - 63.2 +49.4 -62.3 : +48.9 < - 61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 - 66.5 +51.3 - 85.2 +50.6 , .84.1 +50,1 -63.1 +49.6 - 62.3 +492 -81.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 - 67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -84.0 +50,2 -63.1 +49.8 -62.4 +49.4 38 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 - 64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -87.2 +52.5 - 66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 +56.2 -72.1 +55.1 -70.4 +54.3 -89.0 +53.6 5 7.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65 2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 - 66.6 +52.6 -65.8 +52.2 46 ft -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 - 67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 - 89.8 +54.5 - 68.8 +54.0 -67.9 +53.8 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57,6 -73.6 +56.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +572 -72.8 +56.5 -71.6 +55.9 - 70.5 +55.4 59.8 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57,7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +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 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 (GCp1 = +/ -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� I ELEVATION WALL ZONE FIGURES 0 m m nq 0 2 tn r m z (n c cri N 8 M REMARKS INIT ISSUE DRWN CL CHID FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 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.6. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMUTED AND INVALIDATE OUR CERTIFICATION. 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 #9885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gold Coast Hurricane Shutters, Inc. 5900 SW 43rd Street Davie, Florida 33314 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Accordion Shutter with Aluminum or Polycarbonate Blades APPROVAL DOCUMENT: Drawing No. 08 -GCH -0011, titled "Accordion Shutter with Alum. or Polycarbonate Blades ", sheets 1 through 8 of 8, prepared by Engineering Express, dated September 25, 2008, signed and sealed by Frank L. Bennardo, P.E., on September 25, 2008, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. )2/04 2.008 NOA No. 08- 1001.21 Expiration Date: 12/04/2013 Approval Date: 12/04/2008 Page 1 Gold Coast Hurricane Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 08 -GCH -0011, titled "Accordion Shutter with Alum. or Polycarbonate Blades', sheets 1 through 8 of 8, prepared by Engineering Express, dated September 25, 2008, signed and °sealed by Frank L. Bennardo, P.E., on September 25, 2008. B. TESTS 1. See Association's generic approval under 08 -0599. C. CALCULATIONS 1. See Association's generic approval under 08 -0599. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 08 -0599. F. STATEMENTS 1. Release letter issued by Impact Technology Association, Inc., dated September 23, 2008, certifying this product to meet the criteria of product tested and approved, and allowing Gold Coast Hurricane Shutters, Inc. to use the test results approved under Miami -Dade County Approval No. 08 -0599, signed by Tanya Tarantino. 2. Acknowledgment letter by Gold Coast Hurricane Shutters, Inc., dated September 23, 2008, signed by Mr. Michael Cooper. 3. Letter by Engineering Express, dated September 25, 2008, certifying that the drawing (No. 08- GCH -0011) prepared for Gold Coast Hurricane Shutters, Inc., signed and sealed by Mr. Frank L. Bennardo, P.E., is engineering wise identical to Impact Technology Association, Inc., generic drawing (No. 08- ITI- 0001). my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 1001.21 Expiration Date: 12/04/2013 Approval Date: 12/04/2008 E -1 1 MAX SLAT SPAN PER SPAN SCHEDULE ACCORDION SHUTTER WITH ALUMINUM OR POLYCARBONATE BLADES WIDTH UNLIMITED TOP MOUNT 'MOUNTING AS REQ'D TSECTIONS r 1 1- LL BOTTOM MOUNT AS REQ'D L ACCORDION BLADES MAY BE ALUMINUM, POLYCARBONATE, OR A COMBINATION OF BOTH TYPICAL ELEVATIO ALLOWABLE SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES SLAT SPAN ALUMINUM BLADES ONLY WINDOW BLADES OR ALUMINUM/ WINDOW BLADE COMBINATION + 152.5 PSF .152.5 PS +117.8PSF h .117.8 PS +100.5PSF - 100.6PSF +81.2 PSF -76.2 PSF _ + 42.4 PSF .62.4000 zr i iA 993/3.6 PSF SPAN SCHEDULE NOTES: 1 PRESSURES SHOWN IN "ALLOWABLE SPAN SCHEDULE" ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 93.6 PSF MINIMUM GLASS SEPARATION FRANK L. BENNARDO, P. 8PE00465A9 SPAN LESS THAN: ALUMINUM BLADES ONLY WINDOW BLADES OR ALUMINUM/ WINDOW BLADE COMBINATION INSTALLATIONS 30' ABOVE GRADE OR LESS INSTALLATIONS MORE THAN 30' ABOVE GRADE INSTALLATIONS I INSTALLATIONS 30 ABOVE MORE THAN 30' GRADE OR LESS ABOVE GRADE 72 so - 1.13° -.8 -- Z13 288" 1.13° r 2.,3 2.78° 108 _ 144 2.83" 2.63°//Q� ! / j / / / 3.83° 3.00°— GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 AND 2007 EDITIONS OF THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH THICKNESS t =0.090" AND SHALL BE FABRICATED FROM 100% SABIC INNOVATIVE PLASTICS THERMOPLASTIC POLYMER LEXAN SHEET 8XL10 2UV (UV STABILIZED), AS APPROVED UNDER MIAMI -DADE COUNTY NOTICE OF ACCEPTANCE 809- 0305.02.. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GOLD COAST HURRICANE SHUTTERS, INC. MIAMI -DADE PRODUCT CONTROL APPROVED 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16 °0 OR 1/4 "0 POP RIVETS SHALL BE 5056 -H32 ALUMINUM ALLOY OR STRONGER. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. Amend so COMPhing With Or lButdo Z� NOM Mud e !Watt Canted BY 1f4:2'/4Z- 08 -GCH -0011 SCALE: 101 PAGE DESC000UON1 a g 00.572° 00.290° CLEAR POLYCARBONATE. CONNECTION TO ALUM KNUCKLES REINFORCED W/ FULLER RF CURABLE POLYURETHANE GLUE (TYP.) -- -}0.365° 4" 0.090° 0.365° }-+ ALUMINUM KNUCKLES 00.572" 00.512° x_50.200" 0.120° 0.118"1 00.290' 0.084" 2.947" } HERMAPHRODITIC O ALUMINUM BLADE N.T.S. 6063 -T6 O WINDOW BLADE CENTERMATE N.T.S. 6063- T6 /POLYCARBONATE O N.T.S. 6063 -T6 00.572" } 4" 0.052" 00.572" OMALE CENTERMATE N.T.S. 6063.76 1.500 "-1n 5O' OFEMALE CENTERMATE BLADE ADAPTER 900 STARTER BLADE FLAT STARTER BLADE N.T.S. 6063 -T6 O N.T.S. 6063 -T6 O N.T.S. 6063 -T6 O N.T.S. 6063 -T6 ? --1 1 /2'-} 0.062° } } 5/8° OCEILING HEADER N.T.S. 6063 -16 3 13/16° 0.120° 0.125" 0.100° 0.076' --4- 0.052° 0.058° -r N M ADJUSTABLE SILL TRACK BOTTOM N.T.S. 6063 -T6 1/2° -♦-4 1/2' 0.062" 0.049° }---} 5/8" BUILD -OUT OWALL HEADER 1 N.T.S. 6063 -T6 15/32" 19/32" ADJUSTABLE 0 SILL TRACK TOP 14 N.T.S. 6063 -T6 f-1 7/8" 0.058° 9/16° OC WALL SILL TRACK 1 5 N.T.S. 6063 -T6 `00 0.058° N } 3 1/8° T ALT. ADJUSTABLE @ SILL TRACK BOTTOM N.T.S. 6063 -T6 5/8 0.047° /0.062' 0.062° 1 13/16" 3 7/16" CI WALKOVER TRACK N.T.S. 6063 -16 Anpee l b9 C :R a6 with LS9 MO& Bald Cal Zoo Coe Nom Rlie®I ggde Nadal C.9etae8 FRANK L. BENNARDO, P.E.` 0 00046549 Z w w z w o. Effil'll I Il I I ®aMEIN 08 -GCH -0011 SCALE: 1 01 PADS DESCRIPTION: 4° 5/8" 0.068° 3/4° 0.080" 1.965" 40.927" }- 0.945° 1.340° KEY LOCKING DEVICE #10 410 S.S. SCREWS WITH 1/4° HEX DRIVE ORECESSED TRACK Op PUSH- BUTTON LOCK WHEEL CARRIAGE 1 N.T.S. 6063 -T5 1 8 N.T.S. 6063 -T5 1 N.T.S. NYLON /STAINLESS STEEL 0.200" 15/32 °t - - -4 L 0.200" 15/32" 0.200° }-- 1/2" - -� 1/8" t 15/32° IIr` T. 15/32° 1/41 (77. NYLON BUSHINGS KV N.T.S. NYLON 0.480° I 0.089° 0.137° -4+- }0.254° LEFT LOCKING 0.712" - 1A71 °1 0° 0.231 " .600-$ } 01.010° 0.13T 1- 0.232" O 23 LOCK ASSEMBLY N.T.S. ZINC ALLOY /STAINLESS STEEL 00.456" 00.456" idah 00.630° RIGHT LOCKING 25 ARM BUSHING 26 ARM BUSHING 27 2 "x5 "x0.125" ANGLE N.T.S. NYLON N.T.S. NYLON N.T.S. 6063 -76 L 10.125° 5° 4 - 0.332° IIr 0.153" 0.180° }--} 0.332° O 20 KNUCKLE SCREWS N.T.S. STAINLESS STEEL 1.365° - 0.116 " -}{- 0.334° oJISQ. 0.290 ", i OLOCKING ARM 24 N.T.S. 410 STAINLESS STEEL (j O� r 0.375° 1 -} 1 0.115 "7 _ x0.033° 0.200' " 0.435° O1 WASHER 2 N.T.S. STAINLESS STEEL 5.118° O 28 CLEVIS AND PIN N.T.S. CADMIUM PLATED STEEL FRANK L 005505DO, P P05046549 vim 08 -GCH -0011 ALE= 101 P605 059CRIPTIONt J EXISTING STRUCTURE BE NARDO, P.E` MIN. SEPARATION FROM GLAZING PER GLASS SEPARATION SCHEDULE (REF. SHT I) INTERIOR EXISTING STRUCTURE ANY ANCHOR FROM ANCHOR SCHEDULE @ 18° O.C. EXISTING GLAZING WALL MOUNT CONDITION TRAP MOUNT CONDITION ALUMINUM BLADES EXTERIOR 6 1/2° MAX. HORIZONTAL SECTION W/ ALUMINUM BLADES N.T.S. HORIZ SECTION T- HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HERMAPHRODITIC CENTERMATES WITH PUSH - BUTTON LOCK) I I p MIN. SEPARATION FROM GLAZING PER GLASS SEPARATION SCHEDULE (REF. SHT 1) `FYfC'TINP. �, INTERIOR 5 mZ 0`U �u S � z U D O ctoz w Q.0 s ANY ANCHOR FROM ANCHOR SCHEDULE @ 18° O.C. WALL MOUNT CONDITION EXTERIOR HORIZONTAL SECTION W/ WINDOW BLADES k \ —T- HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HERMAPHRODITIC CENTERMATES WITH PUSH - BUTTON LOCK) N.T.S. HORIZ SECTION TRAP MOUNT CONDITION pBPysoau y ®d as ca:a43y'1n& mNh S0� - MI MI Dade EmdNeL 0 08 -GCH -0011 SCALE: - 101 ?AGE DESCRIPTION: 1 1 J 1 N / MIN. SEPARATION FROM GLAZING PER GLASS SEPARATION SCHEDULE (REF. SHT 1) INTERIOR EXISTING STRUCTURE ANY ANCHOR FROM ANCHOR SCHEDULE @ 18" O.C. 1 "x1 "x0.055", 1°x2x0.055 ", 2"x3"x0.055", 2"x4"x0.055" OR 2 "x5 "x0125' 6063 -TS ALUMINUM ANGLE ALT. LEG `EXISTING DIRECTION GLAZING #12x3" GALV OR S.S. SMS, 3/16" ALUM POP RIVETS, OR k," -20 THRUBOLTS @ 12° O.C. COMBINATION OF ALUMINUM AND WINDOW BLADES. ALUMINUM AND WINDOW BLADES MAY BE ALTERNATED, OR INSTALLED ADJACENT TO SIMILAR BLADES IN ANY COMBINATION ANY ANCHOR FROM ANCHOR SCHEDULE @ 18° O.C. ALTERNATE WALL MOUNT CONDITION HORIZONTAL SECTION W/ COMBINATION BLADES N.T.S. HORIZ SECTION PUSH - BUTTON LOCK FOR CENTERMATES ALT. PUSH - BUTTON O CENTERMATE N.T.S. HORIZ SECTION `I 1 EXTERIOR L (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SCHED) #12x)4° GALV ORS.S. SMS, 3/16° ALUM POP RIVETS, OR K° ° -20 THRUBOLTS @ 12° 0.C. - T-HANDLE LOCK ASSEMBLY WITH MALE /FEMALE CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HERMAPHRODITIC CENTERMATES WITH PUSH - BUTTON LOCK) (3) #12x1/2° SMS OR 3/16° ALUM POP RIVETS EACH ANGLE TO TUBE / / EXISTING /STRUCTURE, (2) 20x2 °x0.125° 6063 -T6 ALUMINUM ANGLES AT TOP AND BOTTOM OF EACH TUBE 2°x2 °x0.125° 6063 -16 ALUMINUM TUBE AT CORNER STANDARD (1)CORNER CLOSURE N.T.S. HORIZ SECTION 6 1/2° MAX. (2) ANCHORS PER ANGLE (USE ANY ANCHOR FROM ANCHOR SCHED) TRAP MOUNT CONDITION (3) #12x1/2" SMS OR 3/16" ALUM POP RIVETS EACH ANGLE TO TUBE #1244° GALV OR S.S. SMS, 3/16° ALUM POP RIVETS, OR Y ° -20 THRUBOLTS @ 12" O.C. (2) 2'x2"x0.125° 6063 -T6 ALUMINUM ANGLES AT TOP AND BOTTOM OF EACH TUBE EXISTING ,STRRNUCTUER 20x2 "x0 125" 6063 -T6 ALUMINUM TUBE AT CORNER ALTERNATE CORNER CLOSURE N.T.S. HORIZ SECTION ecmP/yintratt+ Dale 72.70 NOAH 0 O j4./Z-04 ° 21 Miami DBIie Product Contra! Nr jj 11AA MLLE. 54NNO C (2Q0 Z G 08 -GCH -0011 wLLE, i of PAGE DESCAIPTION1 J EMBED 4 ANCHOR CONN. TYPE C2 REF. ANCHOR SCHEDULE 1/2" MAX II I „n II1�1 1 ill El .. rii'oi ALUMINUM OR r WINDOW BLADES #10x3° 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER _ MIN GLASS SEPARATION __ PER SCHEDULE (SHEET 1) #10x3 "41055 SCR BUSHING A w0 EMBED SCREW W/ NYLON AND WASHER lif i/e�r 144 "1/2" MAX ID III i�'i'7�,. 1 CHOR SCHED Y EADER OWALL SILL TRACK N.T.S. VERT SECTION WL RIAG ASSEMHEEBCARLY AT EVERY OTHER KNUCKLE #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) 1/4" MAX ANCHO inSrUll ope6 d bosi--tvr ANCHOR CONN. TYPE C5 REF. ANCHOR SCHEDULE EMBED. EDGE DIST. WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE #10x2" 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) #10x3° 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION _ PER SCHEDULE (SHEET 1) #10x3° 410 SS. SCREW W/ NYLON BUSHING AND WASHER ALUMINUM OR WINDOW BLADES ANCHOR CONN. TYPE C4 REF. ANCHOR SCHEDULE 10x1/2" SELF - DRILLING SCREWS @12° O.C. MAX, STAGGERED FRONT AND BACK. CEILING HEADER ADJUSTABLE SILL TRACK N.T.S. VERT SECTION MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER EXISTING CONCRETE HOST STRUCTURE (3K5I MINIMUM) 00 ALUMINUM OR WINDOW BLADES EMBED IAN #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) ANY CONCRETE ANCHOR PER ANCHOR SCHEDULE SPACED AT 12° O.C. MAX • ° MIN. TO \\ CONCRETE -} EDGE RECESSED FLOOR TRACK N.T.S. VERT SECTION EMBE ANCHOR CONN. TYPE Cl REF. ANCHOR SCHEDULE MAX. WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE w #10x2° 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) #10x3° 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION PER SCHEDULE (SHEET I) #10x3" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER ALUMINUM OR WINDOW BLADES -0C ♦� \�` \\ EMBED.,• EDGE DIST.-1 ANCHOR CONN. TYPE C3 REF. ANCHOR SCHEDULE B.O. WALL HEADER CDWALKOVER TRACK N.T.S. VERT SECTION FRANK L. BENNARDO, V.F. 09E0048549 ILL IIMMIIIME MIIIII 08 -GCH -0011 SCALE: 101 PAGE DESCRIPTION: EMBED ANCHOR CONN. TYPE CI REF. ANCHOR ScHEOULE 1" MAX. -1/4 "x3/4° MACHINE BOLTS AND NUTS @ 12° O.C. MAX. 1 1 WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE EXISTING WOOD RAFTERS (G =0.55 MIN.) SPACED AT 24" O.C. MAX. #10x2" 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) #10x3" 410 5.S. SCREW W/ NYLON BUSHINGS AND WASHER _ MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER 1/4" MAX BED. `1 �i,"IF X DGE \• ST. ANCHOR CONN. TYPE C4 /r REF. ANCHOR SCHEDULE EMBED. (4) 5/16" LAG SCREWS W/ 2" MIN. THREAD PENETRATION AND 3/4" MIN. EDGE DISTANCE PER RAFTER } 2 -1/4° MIN. END DISTANCE 1/4° TYP. 5/8° TYP. }—y 5 "x1/4" 6063 -T6 ALUMINUM PLATE, 6 " MAX OVERHANG BEYOND RAFTER #14 410 SS SHEET METAL SCREWS SPACED AT 11" O.C. MAX. ALUMINUM OR WINDOW BLADES #10x1/2" SELF - DRILLING SCREWS @12° O.C. MAX, STAGGERED FRONT AND BACK. 2 "x5" ANGLE W/ CEILING HEADER ALT. ADJUSTABLE SILL TRACK N.T.S. VERT SECTION #10x3" 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION j PER. SCHEDULE (SHEET 1) -4 EXISTING WOOD STUDS (G =0.55 MIN.) SPACED AT 24° O.C. MAX. 1/4" MAX ■ WHEEL CARRIAGE ASSEMBLY AT EVERY OTHER KNUCKLE #10x2" 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) 1.. (3) 5/16' LAG SCREWS W/ 2° MIN. THREAD PENETRATION AND 3/4" MIN. EDGE DISTANCE PER STUD 1 "x4 "x0.125" 6063 -T6 ALUMINUM TUBE #14 410 SS SHEET METAL SCREWS SPACED AT 3° O.C. MAX. 1/2° MAX WHEEL CARRIAGE ASSEMBLY AT EVERY — -OTHER KNUCKLE #10x2" 410 S.S. SCREW W/ WASHER (TOP AND BOTTOM) EMBED. ALUMINUM OR WINDOW BLADES 2 -1/4° MIN. END DISTANCE NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 2/7: SPAN: 72" 90" 101"_ 126° 144" MAX DESIGN PRESSURE: +124.8 pal/ -124.8 paf +99.8 paf / -58.8 p9f +83.2 pal 1 +83.2 pa(— +61.2 paf / -71.3 p61 +42.4 paf / -824 paf 5 "x1/4" PLATE TO (1)EXISTING RAFTERS N.T.S. VERT SECTION 2 -1/4° MIN. END DISTANCE FRANK L BENNARDO, PEE, 8 PE0046149 1/4" MAX 41063° 410 S.S. SCREW W/ NYLON BUSHINGS AND WASHER MIN GLASS SEPARATION PER SCHEDULE (SHEET 1) #10x3" 410 S.S. SCREW W/ NYLON BUSHING AND WASHER 1/4° MAX EMBED /A EXISTING WOOD STUDS (0 =0.55 MIN.) SPACED AT 24" 0.0 MAX. 1/2" MAX 414 410 SS SHEET METAL SCREWS SPACED AT 3° O.C. MAX. 1°x4 "x0.125° 6063 -T6 ALUMINUM TUBE 3) 5/16° LAG SCREWS W/ 2° MIN. THREAD PENETRATION AND 3/4" MIN. EDGE DISTANCE PER STUD NOTE: MAXIMUM ALLOWABLE SPANS AND DESIGN PRESSURES FOR THIS MOUNTING CONDITION PER TABLE BELOW. ALLOWABLE DESIGN PRESSURES FOR DETAIL 3/7: SPAM MAX DESIGN PRESSURE: 72" 90" 1088" 128" 144" +111.6 pal/ -111.5 paf +892 paf /-892 paf +74.3 paf /- 74.3psf +61.2 paf f -83.7 paf +424 pat /- 56.7paf ALUMINUM OR WINDOW BLADES m comR16465 WA the Cart* Ca6e G" NOAH O:ffiLT•7R(i► Mind ' < Prodecl yr •,. a. 1 "x4 "x0.125" TUBE TO EXISTING WALL STUDS N.T.S. VERT SECTION AIME 08 -GCH -0011 SCALm 101 PAGE DESCROttIONI �3 1 9 ANCHOR SCHEDULE S ANCHOR LOAD ( 6' -0" 1 C4 _ C5 2.5° MIN EDGE DISTANCE 9' -0" Iy CS CS 12'•0" co Cl S• s U• To C1 Spans Up To C1 Spans Up To N TYPE • C3 �CONN [C2). TYPE C3 C4 C2 ONN TYPE C3 C4 CONCRETE 1/4° ITW TAPCON WITH 1 -3/4" EMBED (3192psi MIN CONC) � 47 12.0" 2.0" 12.0"110.5" 12.0" 9.4 "- 12.0" 8.6" 12.0" 12.0' 13.0" 12.0" 12.0" 8.8" 1 12.0" 6.8" • 9.4" ' 7.8" „ 3.9 5.5 11.2" . 11.8'4 6.5" 9.4" 5.0" 9.0" 7.0" _ 60 72 12.0" 12.0" 12.0" 12.0" 6.4" 12.0" 11.9" 12.0 "'[ 9.2" 9.5" i 7.4" ■ 4.77.4"-5.945.5' 7.9" 6.4" 10.310.3 "5.6" 7.4 „ 12.0" 6.2" 5.1" 7.9" 7.4" 4.2"_5.8" 3.9" 5.5" 5.5 5.5" 9.2" 1 7.1" 5.9" 5.6" 5.6" 12 0 - _ 152 7. " 9 .. " 5.8 12.0" 5.0" 7.0" -', " � 3.9 5.5 5.8" 5.8" 5.8 „ 4.7" 4.7 " 12.0" 7.5 " 12.0 ",12.0" 12.0" ,�- 5.8 4.7 12.0 "112.0" 4.7 7.4" 4.7" 8.9" 12.0" 3.9 6.6" _ 1/4" ELCO PANELMATE (FEMALE, MALE) W/ 1 -3/4° MIN EMBED (3350ps1 MIN CONC) 47 60 72 10.6" 12.0" 8.9" 12.0" 11.2" 12.0" 12.0" 12.0" 12.0" 11.9" 9.1" 5.8" 9.5 "112.0" 6.9" 9.6" 8.0" 7.9" 6.2" 6.4" 9.6" 51" 12.0" 6.4" 12,0" 9.6" 8.71 -12.0" 7.3" 10.7" 4.7" 7.7" 5.7" 5.0" 4.7' 8.1" 7.7" 4.2' 4.0" 4.0" i 120 _ 152 7.9" 5.1 4.0" 11.3" 7.1" 5.6" 12.0" 4.0" 4.0" 5.6" 5.6" 5.8" * 5.8" 12.0" 12.0" 12.0" 4.7" " 12. 1 .0" 7.7" 12.0 .'112.0" 12.0 "12.0" 12.0" 12.0" 11.2" 5.8" 12.0" 4.7" 12.0" 7.7" 5.8" 12.0" 4.7" 1' " 7.7" 12.0" 12.0" 1/4 ELCO CRETEFLEX W/ 1 -3/4" MIN EMBED (33350ps1 MIN CONC) a_iiIINatans 47 60 72 12.0 "111.6" 8.9" 12.0" 8.5" 6.6" 12.0" 9.7" 12.0" 12.0" 12.0" 10.5" 6.6" ( 2.0 ". 12_0" 10.8" 9_1 " 7.1" 12.0" •.- 12.0" 7.4" 12.0" 11.8 "1 5.5" 8.1" 120 9.1" 7.3" 6.6" 5.2" 9.7" 5.4" 11.2" 5.1" 7.6" 6.6" 12.0" 11.2' 5.1" 5.1" 7.6" 7.6" 152 47 60 72 120 152 47 6.7" 12.0" 1 2.0".12.(r 5.4" 12.0" ',12.0" 7.6" 12.0" 6.6" 12.0" 5.4" 11.2" 5.1" 7.6" 9.1" 7.1 5.8" 6.6" 5.4" 11.2" 1/4-20 POWERS CALK -IN WITH 7/9° MIN EMBED (3000ps1 MIN CONC) * 12.0" 10.6" 8.1" 6.7" 120 8.2" 11.1 8.8" 6.8" 5.3" 4.4" 9.7" 6.9" 7.7" 5.5" 8.5" 6.7" 5.1" 3.9" 6.7" 5. 3" 10.7" 8.9" 10.4" 12.0 6.9" 11.7" 5.5" 10.9" 7.9" 5.0" 6.4" 4.1" 7.4" 5_4" 4.4" 5.0" 4.1" 5.6" 3.3" 4.4" 6.7" 5.3" 3.9" 3.1" 9.0" 5.3" 5.3" 5.3" 3.1" 3.1" 4.1" 15.3" 3.1" 4.1" 4.1" 6.1" 5.0" 12.0" 4.1" 4.1" 12.0" 5.0" 11.3" 4.1" 4.1" 5.0" 4.1" 5.3" 3.1" 1/4 ELCO PANELMATE INSERT WITH 1 -5/8° MIN EMBED (3000ps1 MIN CONC) * i. ,Ip \.\pV, 12.0 "112.0" 12.911 10.4" 5701 5.2" 8.8" Bara 5.8" 8.2" 7.1" 5.6" 8.1" 4.3" 33.3" v / //A 60 72 120 02.0" 11.7' 6.9" 5.7" 1 3.3" F- i 9.7" 8.0" 4.7" 7.5" 6.0" 8.5" 4.5" 3.7" 6.3" 5.3" 5.0" 4.0" 6.5" 4.7" 3.9" 10.9" 8.5" 5.0" 4.0" 5.8" 4.6" 7.1' 3.9" 3.2" 3.0" 5.4" 3.6" 3.0" 5.1" 5.1" j/ %/ 3.7" 3.6" 5.1" 5.1" j/ 3.7" /_ 3.7" 152 3.7" 3.0" 3.7" 3.6" 3.0" 3.7" . 3.0" OLLOW BLOCK 1/4° ITW TAPCON WITH 1 -1/4° EMBED 47 60 72 12.0 "i 9.3" 10.8" 5.2" 8.1" 4.0" 02" 5.3" . 4.1" 7.6" 3.4" ,��, • 5.2" 3.3" % 5.9" j / /%% ���A AV �� /./ 3.6" , ��� 3.3" / 3.1" 7.2" 5.4" 8.8" 3.5" ��� 6.1" 4.0" �� ���� � /�r /� 4.7" 3.8" 7.1" 5.1" 3.9" 7.5" 3.3" 5.1" %���j,%// 5.2" 4 2.0'r aif 5.4" 120 / /%% /.!% 4.7" /// % 3.8" %�!%%% 4 4.8" 3.7' #A 6.9" 5.4" j�i��� " '�1! 152 47 60 !% /' 12.0" 3.8" 12.0" 12.0" ,/,/ ir,, 7.5" 5.8" 10.6" 8.2" 4.0" / 9.0" 7.0" E� 9.2" 1/4" ELCO PANELMATE (FEMALE, MALE) W/ 1 -1/4° MIN EMBED * 5.6" 2.4" 12.0" 8.7" 9.3" 6.7 "' 10.6" 6.0 4.6" / /�j % / / / / ®� 4 8" 7.3" 4.0" 3.1" j / /�/ ® %, 5.6" 4.7" 4.5" 72 120 152 9.0" 4.7" 16.8" 3.7" �// / / /�j� ©�® 6.2" 4.5" 3.1" 4.0" / / /�� 3.2" 5.6" / /%% 4.5" / /,Ti' 4.5" % / //A AgEiV 8.4" � 6_2" �� /// 3.1, E 4.2" 6.2" EX 1/4 ELCO CRETEFL W/ 1-1/4' MIN EMBED ., 12.0" 12.0" 12.0" • 12.0" 5 , 12.0'L 12.0" .5" 11.3" = 10.0" 6_7 "."ilatIO 5.1" 9.2" 7.8" 4.4" 6.5" 4.4" 3.5" eip )07,2 .0" 5.9" 3.3" 4.8" 72 120 152 9.6" 8.2" 4.8" 3.6" 5.4" /// ' �/� 4.4" 3.2 "I 3.6" // 7.0" 3.2" 3.2 j/% // 5.6" % /// 3.8" 3.2" 3.2" j/ % //45.6 5.6" 5.6" " 4 3.8" 5.6 "r 43.8" "% 3.8" 1/4-20 POWERS CALK -IN WITH 7/8" MIN EMBED * 47 12.0" 11.5" 11.2" 5.9" 8.7" 6.5" 5.1" 7.9" 3.8" 5.7" 4.1" 6.0" 4.2" 60 8.9" 6.7" 9.1" 4.5" 6.7" 4.3" 3.4" 6.3" V/ 4.4" / /�'j /4 - , %// A 3.3" % /�' //A / % /. m Ma 6.3" 4.9" 7.7" 3.7" 5S" 3.3" �///4® / 3.6" /�A /1 A, 41. l/ % 12.0" ZA ' r V Al 12.0" 12.0" 11.7" 12.0 "I 'A ///j 9.0" 3.3" /i( • 'Ay 1V%% 11.3" 8.8" 3,E'. 3.8" 10.6" 8.5" % i� 5.8" //A //j ® 6.3" / /�j �i /4 7.1' .j5.6" 5.0" I 4.0" 8.1" 6.5" 152 /� /✓%/ 1/4 ELCO PANELMATE INSE WITH 1 -1/4° MIN EMBED * 6� (141159 47 4.3" 60 72 120 152 12.0" 10.9" 6.9" 5.7" 9.7" 8.0" 7.5" 6.0" 4.5" 3.7" 3.3" 4.7' 8.5" 10.4" 5.8" 4.6" 3.0" 3.0" 7.1" 5.3" 3.9" 3.2" 5.4" / / // 3.9" 5.0" 4.0" 6.5" 3.3" 4.7" 3.7" 3.6" 3.6" 5.1" //�,® 3.6" 3.0055.1" / / ®� 5.1" / / //� 1 / /fj,® 3.7 "2" A 5.1" G O ANCHOR LOAD (Psi Spans Up To W -0" C5 3/4° MIN EDGE DISTANCE C1 CS C1 C1 Spans Up To E -0" CS Spans Up To 12' -0" CONN C2 TYPE C3 C4 17.9" CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 1/4° ITW TAPCON OR 414 47 12.0" 12.0" 10.4" 9.4" 12.0" 12.0" 7.1" 5.1" 6.2" 10.3" 8.2" 5.3" 3.8" 4.6" WOOD SCREW W/ 1 -1/2" 60 12.0" 12.0 8.2" 6.l" '7.3" 11.0" 8.7" 5.6" 4.0" 4.8" 7.3" 5.9" 4.2" 3.0" 3.6" EMBED 72 12.0" 12.0" 6.9" 5.0" 6.1" 8.4" 6.7" 4.7" 3.3" 4.0" 5.7" 4.6" 3.5" 2.5" 3.0" 120 7.3" 5.9" 4.2" 3.0" 3.6" 5.3" 4.3" 3.3" 2.3" 2.8" 5.3" 4.3" 3.3" 2.3" 2.8" 152 5.3" 4.3" 3.3" 2.3" 2.8" 5.3" 4.3" 3.3" 2.3" 2.8" 5.3" 4.3" 3.3" 2.3" 2.8" 1/4° ELCO PANELMATE 47 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 8.5" 10.9" 12.0" 10.8" 9.9" 6.3" 8.1" 8 (FEMALE, MALE) W/ 1 -7/8° MIN EMBED 60 72 12.0" 12.0" 12.0" 10.1" 12.0" 12.0" 11.5" 10.3" 6.6" 8.5" 7.0" 9.5" 7.5" 7.7" 7.8" 4.9" 6.3" 12.0" 12.0" 12.0" 8.3" 10.7" 11.0" 8.9" 8.6" 5.5" 6.1" 6.5" 4.1" 5.3" 120 9.5" 7.7" 70'4,9 " 6.3" 7.0" 5.7" 6.2" 3.8" 5.0" 7.0" 5.7" 6.2" 3.8" 5.0 " * -tOW 152 7.0" 5.7" 6,2" 3.8" 5.0" 7.0" 5.7" 6.2" 3.8" 5.0" 7.0" 5.7" 6.2" 3.8" 5.0" _ 1/4° LAG SCREW WITH 1.5° 47 -__ 12.0" 12.0" 9.9" 7.9" 9.2" 12.0" 12.0" 6.7" 5.2" 6.1" 12.0" 10.2" 5.0" 3.9" 4.5" MTN THREAD PENETR 60 12.0" 12.0" 7.8" 6.1" 7.1" 12.0" 10.9" 5.3" 4.0" 4.7" 9.0" 7.3" 4.0" 3.0" 3.5" }EMBED - 12.0" 12.0" 6.5" 5.1" 5.9" 10.4" 8.4" 4.4" 3.4" 3.9" 7.1" 5.8" 3.3" 2.5" 2.9" m _72 120 9.0" 7.3" 4.0" 3.0" 3.5" 6.6" 5.4" 3.1" 2.4" 2.8" 6.6" 5.4" 3.1" 2.4" 2.8" 152 6.6" 5.4" 3.1" 2.4" 2.8" 6.6" 5.4" 3.1" 2.4" 2.8" 6.6 " 5.4" 3.1" 2.4" 2.8" ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. TAPCONS MAY BE CARBON STEEL OR STAINLESS STEEL AND SHALL BE MANUFACTURED BY ITW. 3. ENSURE MINIMUM 2.5° EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. 4. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (I.e. 3/4° EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 5. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 8. WHERE EXISTING STRUCTURE LS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 9. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2° ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ( "SIDEWALK BOLT') U.N.O. 11. EMI DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE. =1"11115 m'CP1342117rithib, MOM MMMmi Iste Product Contra FRANK L. BENNARDO, 0 P60046549 c EMI 08 -GCH -0011 SCALE• 10 PAGE DESCRIPTION: