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WS-11-1134Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161256 Permit Number: WS -6 -11 -1134 Scheduled Inspection Date: August 25, 2011 Inspector: Bruhn, Norman Owner: CASTRO, MARIA INES Job Address: 5 NW 107 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ROLLING SHIELD INC Permit Type: Windows/Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)773 -6608 Parcel Number 1121360070480 Phone: 305 -820 -8224 Building Department Comments ACCORDION SHUTTER INSTALLATION 11 OPENINGS fo2Cf. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 24, 2011 For Inspections please call: (305)762 -4949 Page 7 of 18 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING JUN 2 2 2U1 i 'BY: Permit No. (11l34 Master Permit No. OWNER: Name (Fee Simple Titleholder): MG YfO S S O Phone #:SO SZP° 0023 Address: .S4 10.7 ST City: M lam' �'� rtW State: FL zip: ) Log Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: S PAY ID-7 5T City: Miami Shores County: Folio/Parcel #: f 1 - *(P d a`7- ?O Is the Building Historically Designated: Yes Miami Dade Zip: NO Flood Zone: Phone #: 43(.0 (o CONTRACTOR: Company Name: Poll ,i gsht &d Address: -251D O 4 T',1/'€, City: ;on/1 1 State: Qualifier Name: 3.)-8. State Certification or Registration #: G zip: 33122_ Phone #:' 'G ' -S b 19 p / Certificate of Competency #: Contact Phone #: -7Q b -�- Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 37.AD° Square/Linear Footage of Work: Z-52- Type of Work: ❑Addition ❑Alteration r 1 4.)n Description of Work: f ( c.) i erns UNew ORepair/Replace ❑Demolition iTh ******** * * * * * * * * * * ** ** * * * * * * * * * ** ** * * ** Fees *********** **** ** ** ** * * * ** * * **** * * * *** * * ** Submittal Fee $ Permit Fee $ c9 /4 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 WrrH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature The foregoing instrument was acknowledged before me this ( 3 The foregoing instrument as ac day of t , 201 i by I C6.6A-v9 day of Pe- , 20 I by who is personally known to me or who has produced who is personally known to me or who has produced As ide ,,: fication and who did take an oath. me this Pr- NOTARY ' °1i LIC Sign: Print: My Commission Expires: * " , r j = c ►�+ * ,,, EXPIRES: June 20, 4014 My Commission Expir �EXP�IRES: June 20, 2014 * * * * * * * * * * * * * * * * * * * * * * * * * ** sdP1hAS ** * ***8efl** ***,**** * * * ** * ** ** * * ** * * *,* * *,� *taria ** *;�,� M Iffis** (Certificate of Competency Holder) as identification and who did take an oath. NOTARY PUBLIC Sign: Print State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 i -- 2i — OQ STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. This Notice of Commencement should be recorded at The Clerk of Courts Miami -Dade County Recorder Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 111111111 1 11111111111111111111111111111111111 CFN 201 1 R0423005 OR $k 27737 Ps 00141 (1Ps) RECORDED 06/28/2011 13:44 :16 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property anal street/address:.D() 61,11 n q5 Mi ctf ri i "J he rc .s f NO p5 42-33 !to 1314 211 2. Description of improvement: ,FCC DrO !On Sfl ...41e(' 1 1 'Q'h CI 3. Owner(s) name and address: `'',Q YSc. ancs ivo • - low toff- s'I- , ►..tiOnn+ 5hc ,(Pc. 33tca Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: ' . 1 ' C. asp() 74CJ GS. ''AC Je , �„'�, j C.i(Yi i rt, 331 Z2» 5. Surety: (Payment bond required by owner from contractor, if any) " Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be seined as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 'J. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a dill- rent date is specified) Cueia- tr'i S COSAVo Prepared by'fd ti.,i+ 0004-4k t -0 1tw1t ILA, Ci 14 3112 ORAL GARO. (S - MYCOMMISSION40na1 19 Sworn to and subscribed - before. me this .oD4 day of = Notary- Pubtic- Print Notary's Name My commission expires: 6 .PA EXPIRES: Julie 20;2014 44 b a a s p Bolded Um Mud Nobly Selo STAB OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFYthat this is a true copy ofthe original filed': This offic: • day of itlX4 a'?. D. 20 WITNE H d and Official Sea. L .. lr Ana, ";X my Courts .C. - CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 02/09/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may requre an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER WELLS FARGO INS. SERV. USA -CH, NC 6100 FAIRVIEW ROAD, SUITE 800 PO BOX 220748 CHARLOTTE, NC 28222 NAME: CONTACT NAME: (A/CO,, "No. Ext): 1 FAX No): E-MAIL INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: HARTFORD FIRE INSURANCE COMPAN LIABIUTY COMMERCIAL GENERAL LIABILITY INSURED 3365 STRATEGIC OUTSOURCING, INC. PO BOX 241448 CHARLOTTE, NC 28224 INSURER B: INSURER C: INSURER D: $ INSURER E: $ INSURER F: $ COVERAGES CERTIFICATE NUMBER: 3.653 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY 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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE AND WVD POLICY NUMBER POLICY IYYYY) (MMpp�Y) LIMITS GENERAL LIABIUTY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ CLAIMS MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ GEN'L AGGREGATE LIMIT APPLIES —1 POLICY I-1 JECT PER: -1 LOC $ AUTOMOBILE — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — — SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea Accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ _ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ DED 1 RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) yes, deem under DESCRIPTION OF OPERATIONS below N/A 22WBRJ79226 03/01/2011 03/01/2012 I WC STATU- OTH- X {TORY UMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) LIMITED TO EMPLOYEES LEASED TO ROLLING SHIELD, INC. BY STRATEGIC OUTSOURCING, INC. FAX: 305 -436 -5523 CERTIFICATE HOLDER CANCELLATION Certificate ID 3,653 I CITY OF MIAMI SHORES 10050 NE 2 AVE. MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) @ 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ROLLINGSHIELD PA An exclusive manufacturer and distributor of Ph: (305) 436 -6661 WS- U- ft 3'-4 Miami Shores Villa e ROVED BY DATE �_ %'•1'O•? OM•PL A PE M Tti-AWFEDEd'RAI. SThTE AnfP C UvITY RULE A'i i# GUL:A't1Ot Itocike •4•• :. :'.•... •♦ •••i• ::• : • wierviS • • S • :; • ••. • • • ••0• 4••0• • i••}• ALLAcco sitrresc • V.M. engineering, Inc. PH: 786 - 281 -6968 FAX: 305- 383 -5896 ASCE 7 /05 - Wind Load Provisions MIAMI-DADE COUNTY Proj. # 61411 Client: PROTECTED GCpi = 0.18 Af (fl2) = 10 1= 1 v (mph) = 146 Kd = 0.85 Exposure C a= 9.5 Zg = 900 wind load (w2) Mean Roof Height (ft) Positive Load Negative Load End & Interior Zone 5,4 End Zone 5 Interior Zone 4 0' - 15' 42.5 56.7 46.1 > /5'- 20' 45.2 60.2 48.9 > 20' - 25' 47.4 63.1 51.3 > 25' - 30' 49.2 65.6 53.3 > 30' - 40' 52.3 69.7 56.6 > 40' - 50' 54.8 73.1 59.4 > 50' - 60' 56.9 75.9 61.7 > 60' - 70' 58.8 107.8 58.8 > 70' - 80' 60.5 110.9 60.5 > 80' - 90' 62.0 113.7 62.0 > 90' - 100' 63.4 116.2 63.4 > 900' - 120' 65.9 120.8 65.9 > 120' -140' 68.1 124.8 68.1 > 140' - 160' 68.2 125.1 68.2 > 160' -180' 71.8 131.5 71.8 > 180' - 200' 73.4 134.5 73.4 > 200' - 250' 76.9 141.0 76.9 > 250' - 300' 79.9 146.5 79.9 > 300' - 350' 82.5 151.3 82.5 > 350' - 400' 84.9 155.6 84.9 > 400' - 450' 87.0 159.5 87.0 > 450' - 500' 89.0 163.1 89.0 ••. • • • • • • • • • • • • •• • •••• • • • •• • •••• • • •••• • • •• • • • • • • •• • • • •• • • • • • • •• •• • •• • • • • • • • • • • • • • • • • •• • • • • 11278 S.W. 153 PL, Miami FL. 33196 Morgamillanueva66@hotmail.com v engineering, Inc. PH: 786 - 281 -6968 FAX: 305- 383 -5896 • •• • • • • • • • • • • • • • • • • • • • • • •• •• • •• • • • • • •• • •••• • •• • • • • • •••• •• • • • • • • • • •• • • • • • •• • •••• • • • • • • • •••• • • 11278 S.W. 153 PL, Miami FL. 33196 Morganvillanueva66 @hotmail.com MlAh'it•DADE r.. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION CCEPTANCE (NOA) ,sttbe,Es FL 3314 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 Rollingshield, Inc. 2500 N.W. 746 Ave Miami, Florida 33 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 Proaiegt•C'ontrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coimifye) pesery .4►1s sight to have this product or material tested for quality assurance purposes. If this product or matet fails toperfvrm in the accepted manner, the manufacturer will incur the expense of such testing and thv•A?T•may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. •110r4 rese4' tlf.; right' to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divitrerr that this pArduct 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 II .'\ 1ocity Hurricane • • Zone of the Florida Building Code. • • DESCRIPTION: " RS -1 High Velocity " Aluminum Accordion Shutter System • • • .• • • • • • • • • • ROYAL I)OCiIMENT: Drawing No. 09- 008RS1, titled "RS -1 High Velocity Shutter System ", sheets 1 thru. 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated 05/14/2009, last revision #3 dated 05/14/2009, signed and sealed by Morgan Villanueva, P.E. on 05/27/09, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0206.03 and consists of this page 1, evidence submitted pages E -1, E -2 & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 0 /oZ /ZoeI NOA No 09- 0604.13 Expiration Date: 12/11/2011 Approval Date: 09/02/2009 Page 1 • Rollingshield, Inc A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0822003 DRAWINGS 1. Drawing No. 06- 003RS1, titled " RS -1 High Velocity Shutter System ", sheets 1 through 9 of 9, prepared by V. M. Engineering, dated July 05, 2006, last revision #1 dated November 25, 2006, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 06 -1826. C. CALCULATIONS: 1. See Association's generic approval under 06 -1826. D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06 -1826, F. STATEMENTS 1. • • •••• • • • • .• • •• •• . • • • • • • • • • • • •••• .. • • • • • • • •••• • •• • • • • • • • • • • .. •• • .. • • • • • Release letter issued by National Shutter Association, dated October 19,•2006,• certifying this product to meet the criteria of product tested and a4 raved, anaa allowing Rollingshield, Inc. to use the test results approved under Miami Dade County Approval No. 06 -1826, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V. M Engineering, dated October 19, 2006, certifying that the drawing (No. 06- 003RS1) prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing (No. 06- 004RS1). 4. Acceptance Letter issued to Mr. Jose Delgado on December 10, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07- 0206003 A. DRAWINGS 1. Drawing No. 06- 003RS1, titled "RS-1 High Velocity Shutter System", sheets 1 thru. 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated 07/05/2006, last revision #2 dated 11/10/2006, signed and sealed by Morgan Villanueva, P.E. on 02/02/07. E -1 elmy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0604.13 Expiration Date: 12/11/2011 Approval Date: 09/02/2009 Rollingshield9 Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS 1. See Association's generic approval under 06 -2372. C, CALCULATIONS: 1. See Association's generic approval under 06 -2372. D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06 -2372. • • • •••• • • • F. STATEMENTS • • • •••• • • • 1. Release letter issued by National Shutter Association, dated OctobW 9;'2006, '• • • • certifying this product to meet the criteria of product tested and app g d, and.. • • • • allowing Rollingshield, Inc. to use the test results approved under Mi t -Dadd •.. • County Approval No. 06 -2372, signed by Jose Delgado. .• • 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2886,•gned by • • • • Jose Delgado. • • • • • • 3. Letter issued by V. M Engineering, dated October 19, 2006, certa;Bing t /at theE 8 • • drawing (No. 06- 003RS1) prepared for Rollingshield, Inc., signed ttgieseftzled by . Morgan Villanueva, P.E. is engineering wise identical to National Shutter • Association generic drawing (No. 06- 004RS1), revision #2. 4. Acceptance Letter issued to Mr. Jose Delgado on December 09, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 09- 008RS1, titled "RS -1 High Velocity Shutter System", sheets 1 thru. 9 of 9, & 2A of 9, prepared by V. M. Engineering, dated 05/14/2009, last revision #3 dated 05/14/2009, signed and sealed by Morgan Villanueva, P.E. on 05/27/09. B. TESTS 1. See Association's generic approval under 09 -0830. E -2 y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0604.13 Expiration Date: 12/11/2011 Approval Date: 09/02/2009 Rollingshield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. See Association's generic approval under 09 -0830. D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 09 -0830. F. STATEMENTS I. Release letter issued by National Shutter Association, dated May 21, 2009, cerkjvzn.a this product to meet the criteria of product tested and approved, anti g #louring .... • • Rollingshield, Inc. to use the test results approved under Miami-Dc %,unty •..• : • • Approval No. 09 -0830, signed by Jose Delgado. • 2. Acknowledgment letter by Rollingshield, Inc., dated May 21, 2009, '11.1 W by 1l . • • • • .... • •. Jose Delgado. • • 3. Letter issued by V M Engineering, dated May 21, 2009, certifying iVe dreFvini • (No. 09- 008RS1) prepared for Rollingshield, Inc., signed and sealeaviMorgan Villanueva, P.E. is engineering wise identical to National Shutter hissoci'tion • • generic drawing (No. 09- 016RS1), dated May 29, 2009. • • • • my A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0604.13 Expiration Date: 12/11/2011 Approval Date: 09/02/2009 E -3 • GENERAL NOTES: 1. THIS SHUTTER ACCORDION "RS -1` HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2.2 OF THE FLORIDA BUILDING CODE EDITION 2007 AND AS PER TAS -201 (201- 94.1), TAS 202 (202 -94.1) & TAS 203 (203 -94.1) OF THE TEST PROTOCOLS FOR HIGH— VELOCITY HURRICANES ZONES, AND AS PER AMERICAN TESTING LABORATORY WITH THE TEST No. 4986. THE DESIGN WIND LOADS COMPLY WITH SECTION 1626 OF THE F.B.C. 2007 CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS PRODUCT APPROVAL DOCUMENTS, AS TESTED, SHALL BE DETERMINED AS PER SECTION 1626 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS PRODUCT APPROVAL DOCUMENTS, AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, AND IN THE LABORATORY THE TEST LOAD WAS 50% MORE OF DESIGN LOAD. THE RS -1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE RESISTANCE AS SHOW IN THE TEST RESULTS FROM LABORATORY. AND LAST BUT NOT LESS, THE RS -1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (H.V.H.2.) 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy is 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). .3. SCREWS SHALL BE: — AISI SERIES 304 OR 316 STAINLESS STEEL, Fy =35ksi MIN. — CARBON STEEL CORROSION RESISTANT AS PER DIN 50018, Fy =50ksi. 4. BOLTS SHALL BE: — 14 -2024 ALUMINUM ALLOY AND TEMPER, Fy= 18ksi MIN. — ASTM A -307 GALVANIZED STEEL. Fy= 50ksi — A15I SERIES 304 STAILESS STEEL, Fy =35ksi MIN. 5. ANCHORS TO WALL SHALL BE AS FOLLOWS: (5.1) TO EXISTING POURED CONCRETE: (Min. f'c = 3 ksi) — 1/4 "0 TAPCON ANCHORS AND 1/4 "0 MAXI —SET TAPCON, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. — 1/4 "0 CRETE —FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. — 1/4 "0 x 7/8" CALK —IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS NOTES: 5.1.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS 15 1 3/4 ". 5.1.2) MINIMUM EMBEDMENT OF 1/4 "0 CALK —IN ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED TOGETHER WITH 1/4 "0 CALK —IN ANCHORS. 5.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND 014 THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1) & 5.1.2) ABOVE. (5.3) TO EXISTING CONCRETE BLOCK WALL: — 1/4 "0 TAPCON ANCHORS AND 1/4 "0 MAXI —SET TAPCON, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. — 1/4 °0 CRETE —FLEX 594 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. — 1/4 °0 x 7/8" CALK —IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS NOTES: 5.4.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE —BOLT ANCHORS, I5 1 1/4 ". 5.4.2) MINIMUM EMBEDMENT OF 1/4 "0 CALK —IN ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 5.9. MACHINE SCREW USED TOGETHER WITH 1/4 °0 CALK —IN ANCHORS. 5.5) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1) & 5.4.2) ABOVE. (5.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS ON SHEET 7 OF 9. 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES ON SHEET 6 OF 9). — FLOOR MOUNTING INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE 7. CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE INSTALLED TO INSURE APPROPRIATE INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR: — VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT ANY DAMAGE TO EXISTING STRUCTURE. —SEAL ALL .SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE TO PREVENT ANY DAMAGE DUE TO WIND AND RAIN — SELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY OF THIS PRODUCT. —IF IN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE /SHE SHOULD COMMUNICATE IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. 8. A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON THE CENTERMATE, COMPONENT 2 OR 3. LABEL SHALL READ: RS -1 ALUMINUM ACCORDION. ROLLINGSHIELD INC. MIAMI, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 9. THE INSTALLATION OF THIS RS -1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: —PLANS SHALL BE SIGNED & SEALED BY THE ENGINEER OF RECORD. —NO MODIFICATIONS AND /OR ALTERATIONS MAY BE MADE BY ANY MEANS. 11. THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. S 10 , ®,o,Q + 3 OR �5 8c OR ® + 11 g(! a SCALE: DATE: 5 -14 -09 ••• • • • • ••• • • • • • • • • • •0 •• • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • 0• •• • • DWG No: 09- 008RS1 SHEET 1 OF 9 •5.074" 4.371 °_._ _ 2.456" 1.915" , i 080° t 6 ..063" 4. 8.062' MALE /FEMALE BLADE o` ice_ .3.4" O MALE CENTERMATE BLA 1.903" .07 " ". l 1 FEMALE CENTERMATE 8 ®180° MALE STARTED 401 ".951 316 . y150" 1.4aa' 500" N_ .075" 4.250" 109" 080" HEADER WALL MOUNT. 2.045" 080" 3879" 0 B.O. HEADER WALL MOUNT. _2.474" CEILING HEADER MOUNT, 125° a,5 " ®FLOOR SILL 3.700" 1" MI 1.043" 91" 2.,.6" _.125" 2593 727" 3700" ®ADJUSTABLE FLOOR SILL ADAPTOR 10 THRESHOLD TRACK 5' Max. AS APPLICABLE__ 7" Max. AS APPLICABLE 1.938" 093 "i 1• V\ .093_ _ 078" .080 ", 3.710" 63Q.: STARTER ANGLE 12 ALUMINUM B.O. ANGLE •• ••• • • • • • •3.31)" • • • • f • • • • • •, • • • • • • • •• !n ••• I. . "5" • • • 80 MIAMI -DADE COUNTY "1 3.550" f CEILING HEADER _062" 044 072" r6__F.�£" 1.817° Ii 3306' 16 FLOOR SILL ADJiSTAL "E ‘'LClR (�L, ADA:ATOR•.W / •,• • • • • • • • • • • •• • • • • • 791" __4 550" Max_ WALL HEADER DATE: 5 -14 -09 F.B.C, (High Velocity Hurricane Zone) DWG No: 09- 008RS1 SHEET 2 OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 3.000' MAX CLEAR PANEL WIDTH .1500' I J - 3/16" POP RIVETS AS SHOWN 0 ! 2.000" MAX PRE -HOLE _8LA.2F k10TN -1 MALE /FEMALE BLADE DETAIL OF CLEAR PANEL LOCATION MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER MUST NOT EXCEEDED FOUR (4) PER ACCORDION AND LOCATED TWO AT EACH SIDE OF THE CENTERMATES STARTED AT THIRD BLADE AFTER THE CENTERMATES AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL AT EACH SIDE OF THE SHUTTER. ra CLEAR PANEL SHALL BE LEXAN RESIN /103-112 (UV STABILIZED) OR EQUIVALENT COMPARABLE TO G.E. LEXAN POLYMER SHEET 190 -34, APPROVED BY MIAMI -DADE COUNTY NOA #03- 1210.4, THERMOPLASTIC POLYMER TENSILE STRENGTH Fy= 8.9ksi, Fb= 12.9ksi, E= 328.7ksi :5/16 " -18 SSM.S. 0"'. �. I „— I.500°___,I _PLASTIC KNOB PLASTIC KNOB LOCK h ill (2)HOLES FOR 3/16 °0 ALUM. --\ POP RIVETS 24' Mtn. FOR UP TO 8' -0' SHUTTER BLADE LENGTHS, AND FOR SHUTTEN BLADE LENGTHS GREATER THAN 9' -0' 1NOREA01 LOCKING PIN'S LENGTH BY 2' FOR EVERY 8' INCREASE ON MOTTO? MALICE LEN0R/. EXISTING GLASS —� MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) TAPCON ANCHORS W/ 1" MIN. EMBEDMENT INTO CONCRETE ® 4.5" O.C. MAX., 4"0 CRETE FLEX ANCHORS W/ MIN. EMBEDMENT INTO CONCRETE I 6 "0.C. MAX ORi "0 —; CALK -IN ANCHORS W/ MIN. EMBEDMENT INTO \s, CONCRETE AT 4" 0.C. MAX. •• • • • • •• •• • • • •• • ••• •• ••• NEW 4" THICKNESS x 6" CON. (6063 -T6 ALLOY & TEMPER) ALUM. PLATE 7 .500' MIN a • • • • `• • 444 •• • • • • •• • / e Q .2 2500° unu FO 3 POURED—' SLAB IF CONCRETE APPLICABLE ••• ••• ••• REDU/RED • • ▪ • • • • • •TYPI C: cOI�N£CTION WITH ALUMINUM PLATE •• • • • • ' •' ••• rQ VL Y FOR WINDOW SILL) • Z. 1/4'0-20 S.S. M.S. W/ NUT & WASHER @ 4.5" 0.9. OR #14x 3/4" S.S. S.D.S. ® 4.5" D.C. 0 MIAMI -DADE COUNTY SCALE: DATE: 5 -14 -09 F.B.C. (High Velocity Hurricane Zone) DWG No: 09- OO8RS1 SHEET 2,4 OF 9 •• • • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • EDGE OF POURED CONCRETE IF CONCRETE APPLICA6LE _ REQUIRED CONCRETE ANCHORS ,. -EDGE OF (SEE SCHEDULE ON SHEET 7) . CONCRETE 6 APPLICABLE E.O. SEA SHEET 7 E.D. SEE SHEET 7' EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) N6 ® CEILING HEADER MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) POURED CONCRETE REQUIRED rT— �--r -r S.D.S. EWE OF SLAB IF APPLICABLE E.0. §EE ALTERNATE -1 ANCHOR LOCATION 5.D. SEE SHEET 7 - EDGE OF SLAB IF /+ a APPLICABLE L__ CONCRETE ANCHORS • • (SEE SCHEDULE ON SHEET 7) • • ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION] • • POURED EDGE DF_.. CONCRETE -- CONCRETE IF'. REQUIRED APPLCA6LE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) EDGE OF CONCRETE 6 APPLCABLE l EXISTING'- GLASS •l I[j MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) ® CEILING HEADER MOUNTING INSTALLATION EXISTING -Th GLASS \ N MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) ALTERNATE ANCHOR LOCATION POURED -1 CONCRETE REQUIRED 60136 OF SLA6 6 APPUCABLE IN 6.0. E.D. SEE SHEET 7 E.Q. ° [ ••• • • • • • •• • • • ••• • • • b•SILL lc ADJUSTABLE FLOOR MOUNTING INSTALLATION ••• •• • • . . V2. / J -�'^ - ,y E.D. SEE SHEET 7 L L 4x 1'I EDGE OF SLAB 6 APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • •• • zN EC U ro 5 t SCALE: MIAMI -DADE COUNTY DATE: 5 -14 -09 F.B.0 5/8 =1 (HIgh Velocity Hurricane Zone) DWG No: 09— OO8RS1 SHEET 3 OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POURED CONCRETE OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) POURED CONCRETE OR CONCRETE BLOCK REQUIRED -- CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) .... CONCRETE ANCHORS 1 (SEE SCHEDULE ON SHEET 7) POURED CONCRETE OR CONCRETE BLOCK REQUIRED' \ _. 1/4 "0 -20 S.S. M.S. __i W/ NUT & WASHER 0 9" 0.1. OR ;y14x 3/4' \si .. S.S. S.D.S. 0 9" 0.C. EQ EQ C Ii 8 EXISTING MIN. SEPARATION GLASS \ TO GLASS (SEE SCHEDULE I ON SHEET 6) EXISTING -, MIN. SEPARATION GLASS 70 GLASS 'q (SEE SCHEDULE ON SHEET 6) EXISTING --, GLASS \1r1 MIN. SEPARATION TO 0LASS (SEE SCHEDULE ON SHEET 6) 05 HEADER WALL MOUNTING INSTALLATION (o - ►n9s © B.O. HEADER WALL MOUNTING INSTALLATION POURED CONCRETE OR CONCRETE BLOCK REQUIRED - • 0 B.O. CEILING HEADER MOUNTING INSTALLATION / CONCRETE ANCHORS / (SEE SCHEDULE ON SHEET 7) EXISTING-, GLASS \ 1 i MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) MIN, SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) POURED CONCRETE REQUIRED .I ALTERNATE ANCHOR LOCATION EXISTING I MIN. SEPARATION 01.55 \lI TO GLASS i (SEE SCHEDULE ON SHEET 6) E0. SEE `5HE ,,7 E.D. SEE SHEET 7 '- CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) ® THRESHOLD FLOOR MOUNTING INSTALLATION • •• ••• • • • • • •'BRED CONCRETE -J 0 CONCRETE BLOCK REQUIRED • • • • • • sEE SO LE O5 ® WALL, M 8UMFIh•IG IM9TAL•ATIO'N • • • -CONCRETE SHEET 7) 1/4 "e-20 S.S. M.S. - W/ NUT St WASHER © 9" 0.0. OR fl14x 3/4" S.S. S.O.S. r@ 9' 0.C. ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 04110 • • • ••• • • B.O. SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION wRogcetr1 SCALE: DATE: 5 -14 -09 F.B.C. (High Velocity Hurricane Zone) Dwc NQ: 09- 008RS1 SHEET 4 OF 9 A. .. 11,,, 0 POURED CONCRETE OR CO BLOCK WALL REQUIRED r " CONCRETE ANCHORS 0 72' 0.0 7044 f 3' EON, ED. FOR 2.5' OR 2' USE CONCRETE ANCHORS AT 6' 0.67. 0 o + p ��® '98 /1463/4' SAS. �1� iyy1) 00 3/478 """ / �' WET 0 9. O.C. 60000i6 100.1101 LOOMS P10 HOLE AT \ o POURED =NORM OR CONCRETE -� BLOCK WALL REQUIRED EX1 0440 GLASS " CONCRETE ANCHORS 49 12-‘ LEa =£ 0.6 FAR 3' MIN. E.D. !DR 2.5' OR 2' USE CONCRETE ANCHORS AT 6' 0.0. EWSTING CUSS • D li E� ,1/14.3/4" SS 5.40. OR 3/16"0 Norm POP RIVETS (Ty1.) O OR SECTION C TYP. TOP & BOTTOM (SEE NOTES) SECTION A -,q 2X1574440 CUSS -, • CONCRETE ANCHORS • 12' -. 0.0 FOR 3' 9IN E0. FOR 2.5' OR 2" USE CONCRETE ANCHORS AT 6' aC 044 OR ,® POURED CONCRETE' OR 001404424E BLOC!( WALL REQUIRED SECTION B END CLOSURE ALTERNATE © ® , 7 + 0R OR , - - _ r P--.4-4.\„ / \ P. . ' o � 2'..2x'0ON1 ALUM 1 B E EDGE OF SUB 44 APPLICABLE 11P. TOP & BOTTOM TYP SECTION D 12741/5. OR 3'2'.090' vm. TUBE (6053 -16 N10Y & TEMPER) 222x7/8117)82 517E 42486 ANGLES 7OP/130110AI W/ (4)3/1011 Alum POP RIVETS OR /44o�3��/4' &M.S TO TUBE AND (ANCN005 A5 SH 4WN.rAPCONS EDGE OF SUB IF APPLICABLE POST CONNECTION DETAIL, • TIP. TOP & BOTTOM OR © \r, ° fir-= o IX1x062' CONT. ALUM. ANGLE 1103/4' SS SAES. OR 3/4679 AWED. POP WEIS 9' as (Typ.) 1,11194.0.62. CONE. ALUM. 2•X1'x1 /8' 4LLM 708E R SECTION E NOTES FOR LOCKING DFc2) &(3) PUSH BOTTOM LOCK (2aj MAY BE USED FOR INSTALLATIONS SECURED FROM THE WE OR INS E 0 Si v* /N•TATI NO • ` E 7 OLE emu. BE DR TT•el7 AANS U B R 0 FROM •THE BACK 0 �TO 1HR F�(�3 /� M. POP ALLt FO B Pitt TO•WAS. THAf1. B • CRIED Al 2iT0 EN /70' Y 0 M TH• WSW* U s1 MA, " IkE •YE7E0 rOg)W/(2)3/160 ALUM. POP 3/9"0 HOLE lh���7 THEN BE DRILLED 1HRU 3 ANO 270 ALLOW FOR PIN TO PASS THRU. • /7B "gg1__" 4(�07410 1�8 iif - L/jE4 TL:RNATIVEIY TO. pLOC7( L Tf LATlO :SEC +'E0 7X0 THE OLjSIO %OR SITr • OF SH R. THIS t4 A 60 HOLj.�SH`(.L fig • • ORILLE4! THRU Q F� HO RILCE'Ty TO(2ySypLL. RE O TAPPET 70 A a' TI-J iHREiTS P•ER INCH ddffAACI��NE •^CRFS. • • • • • • • • •• • 611450N0 GLASS -\ Wb y 2'41' MIN. W000 STUDS. (AS APPLICABLE) 1/4 "O LAG SCREWS ® 9' O.C. W/ 7 1/2" MIN. THREADED EMBEDMENT 70 EX/SRNG W000. /o 04 to W 4 S qE 1/2" MIN 0 /1403/4' SUS. OR 3/16 P ALUM POP RWE1 44 9 O.C. SECTION F DUAL NYLON WHEELS 1WA1 0.490' BY 1.100' LONG NYLON GUIDE WITH NO 1.0. MARKS. AT TOP OF INTERIOR SLATS SPACED EQUALLY, FASTENED WITH ONE N0. T4 BY 3' 11E4 11610 PIN SCREWS. •bV' t ill I r `Q I r ! \ U 41, e'td' .',-e- N+2i�,.CCl1:ti 1/4 "O LAG SCREWS ® 9' O.C. W/ 7 1/2" MIN. THREADED EMBEDMENT 70 EX/SRNG W000. /o 04 to W 4 S qE 1/2" MIN 0 /1403/4' SUS. OR 3/16 P ALUM POP RWE1 44 9 O.C. SECTION F DUAL NYLON WHEELS 1WA1 0.490' BY 1.100' LONG NYLON GUIDE WITH NO 1.0. MARKS. AT TOP OF INTERIOR SLATS SPACED EQUALLY, FASTENED WITH ONE N0. T4 BY 3' 11E4 11610 PIN SCREWS. 0.490' DIAMETER BY 0.690' NYLON GLIDE WITH NO 1.0. MARKS. AT TOP AND 907709 OF EACH EXTERIOR WE FASTENED 01171 ONE N0. 14 B1' 3' HEX HEAD PIN SCREWS. 0.490' DIAMETER BY 0.8220' NYLON GUIDE MTH NO MARKS, AT TOP AND 90TTOM OF EACH INTERIOR 81.44 FASTENED 111771 ONE N0. 14 BY 3' HEX AHED PM SCREWS. 0.360' DIAMETER 97 24' LONG ALUMINUM LOCK PA' AT TOP AND 90170M OF EACH 1.00660 SLAT, FAS7ENED KITH ONE 10-24 BY 0.420' LONG ONO TURN SCREWS. EXISTING We 2x4" MW. WOOD-, l/40 LAG SCREWS ®9' O.C. STUDS REO'D. 4 W/ 1 1/2' MIN. THREADED GLASS- I EMBEDMENT TO EXISTING WOOD. 7/2" H1N. Iffr IN! SECTION G assiallt .YW P An \11 z • 4 0 �O[� a 0 U I Llit \1 07 • o t:Sv is 1- Sf ' a gala &- SCALE: DATE: 5 -14 -09 F.B.C. (High Velocity Hurricane Zone) DWG No: 09- 008RS1 SHEET 5 OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION G assiallt .YW P An \11 z • 4 0 �O[� a 0 U I Llit \1 07 • o t:Sv is 1- Sf ' a gala &- SCALE: DATE: 5 -14 -09 F.B.C. (High Velocity Hurricane Zone) DWG No: 09- 008RS1 SHEET 5 OF 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM WIND LOAD WIND "W (p.s.f.) MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPARATION TO GLASS (in.) SECUONS 5 TO 8 WALL MOUNTING INSTALLATIONS SECTIONS 1, 2 & 9 FLOOR /CEILING MOUNTING INSTALLATIONS SECTIONS 3 & 4 FLOOR /C£ILLNG MOUNTING INSTALLATIONS SECTION 10 WALL MOUNTING INSTALLATION 4 SWIM 870751150 47707 n¢ ' �''�" M24S RR! OF MIMIC WARRED AT BOTTOM of SKITTER A x, "D, o, AT T✓ SWAM L+ 9- L+ L- L+ L- 1+ L- 30 17-4" 12' -4" 12' -4" 12' -4" I2' -4" 12' -4" 12' -4" 12' -4" 3" 2 3/4" 35 12' -4" 17_4„ 12.-4" 12,_4" 12, -4" 12' -4" 12' -4" 12' -4" 3" 2 3/4" 40 12' -4" 12' -4" 12' -4" 12' -4" 12' -4" 12' -4" 12' -4" 12' -4" " 2 3/4" 45 11' -10" 11' -10" 11' -10" 11' -10" 11' -5" 12' -4" 12•_4" 12' -4" 12' -4" 12' -1" 11' -11" 12' -3" 12'-1" , 3" 3" 2 3/4" 2 3/4" 50 11,_3" 11' -3" 11' -5" 10' -8" 10, -8" 11, -0" 11' -0" 12' -4" 17-4" 11' -8" 12' -0" 2 34" 2 3/4" 60 10' -3" 10' -3' .. 10' -7" 10, -7" 12 -0" 12' -4" 11' -6" 11' -10" " 65 9' -10" —' a 10' -2" 10' -2" 11' -6" 12' -4" 11' -3" 11' -9" 3" 2 337 70 9'-6" •' -6" 9' -9" 9, -9" 11, —1 " 17-4" 11 ' -1 " 11 ' -6" 3" 2 3/4" 75 9' -2" "' -2" 9' -4" 9' -4" 10' -9" 12' -4" 10' -10" 11' -4" 3" 2 3/4" 80 8' -10" ' —10" 9' -4" 9' -4" 10' -5" 12' -4" 10' -8" 11' -2" 2 3/4" 85 8' -7" ' -7" 9' -0" 9' -4" 10' -1" 12' -4" 10' -5" 11, -0" _3" 3" 2 3/4" 90 8' -4" ' -4" 8'-9" 9' -3" 9, -10" 17_4" 10' -3" 10, -10" 3" 2 3/4" 95 7-8" :.' -2" 8' -6" 9' -3" 9' -6" 12' -4" 10' -0" 10' -8" 2 3/4" • 2 3/4" 100 6' -10" —11" 8' -4" 9' -1" 9' -4" 12' -4" 9, -10" 10' -6" 2 3/4" I 2 3/4" 105 6' -3" ' -9" 8' -1" 8' -10" 8' -10" 12' -2" 9' -7" 10' -5" 2 3/4" 2 3/4" 110 5, -6" ., -7" 7, -9" 8' -8" 8, -6" 11' -11" 9' -5" 10,_3" 2 3/4" 2 3/4" 115 4' -10" ' -5" 7' -3" 8' -6" 8' -O" 11'-8" 9, -2" 10' -2" 2 3/4" 2 3/4" 120 4' -2" ' -3" 7-2" 8' -3" 7, -7" 11.-5" 9' -0" 10'-1" 2 3/4" 2 3/4" 125 3' -6" ' -1" 7-0" 8' -1" 7-3" 11' -2" — 10' -0" 2 3/4" 2 3/4" 130 — —11" — 7-11" 7' -0" 10' -11" — 9' -10" 2 3/4" 2 3/4" 135 — —10" — 7' -10" 6' -9" 10' -9" 9' -9" 2 3/4" 2 3/4" 140 — ; ' -8" - 7' -8" 6' -6" 10' -7" — 9' -8" 2 3/4" 2 3/4" 145 — r' -7" — 7' -6" 6' -3" 10' -4" — 9' -7" 22 3/4" 2 3/4" 150 — "' -6" - 7-1" 6' -0" 10' -2" — 9' -6" 2 3/4" 2 3/4" 155 — .' -4" — 6' -9" 5' -10" 10' -0" — 9' -5" 2 3/4" 2 3/4" 160 — 6' -3" — 6' -5" 5' -8" 9' -10" — 9' -4" 2 3/4" 2 3/4" 165 — 6, -2" — 6' -0" 5' -6" 9' -9" — 9' -4" 2 1/2" 2 3/4" 170 — 5.-11" — 5' -8" 5, -4" 9, -7" — 9, -3" 2 1/2" 2 3/4" 175 — 5' -6" — 5, -4" 5' -2" 9, -5" — 9, -1" 2 1/2" 2 3/4" 180 — 5, -2" — 4.-11" 5' -0" 9' -4" — 9' -0" 2 1/2" 2 3/4" 185 — 4' -10" — 4' -7" 4' -10" 9' -0" — 8.-11" 2 1/2" 2 3/4" 190 — 4' -5" — 4' -2" 4' -9" 8' -10" — 8' -9" 2 1/2" 2 3/4" 195 — 4' -1" — 3' -10" 4' -8" 8' -6" — 8' -6" 2 1/2" 2 3/4" 200 — 3' -6" — 3' -6" 4' -7" 8' -0" - 8' -0" 2 1/2" 2 3/4" .At ( it NOTFC• (1) L +: ALLOWABLE SPAN DUE TO PO511VE DESIGN LOAD +W (psf) 1 -: ALLOWABLE SPAN DUE 70 NEGATIVE DESIGN LOAD -1, (ps() (2) TO DETERMINE MAX16415 ALLOWABLE SPAN: GIVEN.• POSII7VE LOAD (W +) AND NEGATIVE LOAD (W -) - IDENTIFY TYPE OF INSTALLATION (WALL MOUNTING, FLOOR MOUN1750, ...ETC.). - DETERMINE VALUE OF L+ AND 1- FROM TABLE FINAL MAXIMUM ALLOWABLE SPAN SHALL BE EOUAL TO THE "MINIMUM" OF VALUES OF L+ AND 1- (3) AFTER THE MAXIMUM ALLOWABLE SPAN CHECK SCHEDULE TABLE TO OBTAIN /AVIAN ANCHOR SPACING. REMEMBER 70 SELECT ANCHOR SPACING USING NEGATIVE' DESIGN LOAD (W psf) DUAL NYLON WHEELS WITH 0.490" BY 1.100° LONG NYLON GUIDE 747771 NO I.D. MARKS, ,4T 70P OF INTERIOR SLATS SPACED EQUALLY, FASTENED WITH ONE NO. 14 BY 3" HEX HEAD PIN SCREWS. 0.490" DIAMETER BY 0.590° NYLON GUIDE, WITH NO 1,D. MARKS, AT TOP AND 80T70M OF EACH EXTERIOR SLAT, FASTENED WITH ONE NO. 14 BY 3" HEX HEAD PIN SCREWS. 0.490° DIAMETER BY 0.820° NYLON GUIDE, WITH NO MARKS, AT rop ANO BOTTOM OF EACH INTERIOR SLAT, FASTENED 411771 ONE N0. 74 BY 3" HEX AHED PIN SCREWS. 0.350° DIAMETER BY 24" LONG ALUMINUM LOCK PIN, AT TOP AND BOTTOM OF EACH LOCKING SLAT, FASTENED WITH ONE 10 -24 8Y 0.430" LONG THUMB 171/05 SCREWS. ALTEEIEKEI S NOTES• A) SECBONS (1 ) Mr (2) ON 11495( GROUPS CAN BE COMBINED AND MOST 8E TAKEN THE LOWEST SPAN. 8) SECTIONS (1) & (2) ON THESE GROUPS C4E1 BE COMBINED AND MOST BE TAKEN THE LOWEST SPAN. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • • •• ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• • • • • • • • • • • • •• • W =�i b D Z�M =V1 y,le € Smn8 3 411 > 0 " r"' dime g 5 a 77 SCALE: DATE: 5 -14 -09 F.B.C. (High Velocity Hurricane Zone) DWG No: 09- 008RS1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET 6 OF 9 'jY' MAXIMUM WIND LOAD DESIGN PRESSURE "YW MAXIMUM WIND WA() PRESSURE "W" HIGH VELOCITY ALUMINUM SHUTfERSSYSTEM •.1 ' b PHONE (305) 435 -5801 FAX (305) 820-5225 2500 14 St 74214 AVENUE WAIN, FLORIDA 351222 vvv•PM1101h91d.cem a 3 S ' MAXIMUM WIND LOAD DESIGN PRESSURE AND MAXIMUM WIND LO DESIGN PRESSURE W' AND AND CORRESPONDING MAXIMUM ANCHOR AND CORRESPONDNG MAXIMUM ANCHOR 14G CORRESPONDING MAXIMUM ANCHOR SPACING (hnT.) SCHEDULE CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE, (in.) SCHEDULE SPACING tin.) ,SPACING SCHEDULE, 1 1 Ct C R N R R qn� D MAXIMUM DESIGN LOAD "W" (p•s.1.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTi80s 5 THRU 8) (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 THRU 8 ) (T0 MASONRY) MAXIMUM DESIGN LOAD "W" s.T. (P ) CEIUNG & FLOOR MOUNTING WSfALLATION AT TOP OR BOTTOM 1,2 & 9) (TO CONCRETE) • • • • MAXIMUM DESIGN DESIGN LOAD "W" (P.A.T.) CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (SECT ONS 3 & 4) DO CONCRETE) MAXIMUM DESIGN LOAD "W" (PS.f. ) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 THRU 8) (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (SECTIONS 5 THRU 8) (TO MASONRY) SHUTTER SPAN SHUTTER SPAN SHUTTER SPAN SHUTTER SPAN SHUTTER SPAN SHUTTER SPAN OR LESS TO 0 -0' TO LWL ALLOWED OR LE55 TO 8' -8' TO MAX. ALLOWED OR LESS TO 8' -8' TO MAX ALLOWED 0R 1055 TO 9' -6" TO MAIL ALLOWED OR LESS TO 0 -5' TO ma. 65105 O OR LESS TO 8' -6" TO MAX. ALLOWED LESS THAN 30.0 9 9 9 9 9 9 LESS THAN 30.0 9 9 9 LESS THAN 30.0 9 9 9 LESS THAN 30.0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 3 4 9 9 - m m a 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 FROM >30.0 TO 60.0 9 9 9 9 7 5 >30.0 TO 60.0 9 7.5 6 FROM >30.0 70 60.0 9 9 6.5 FROM >30.0 TO 60.0 9 9 9 9 7 .35 9 9 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 7.5 g g g g g 7 g 7.5 6 g 9 g 9 9 9 9 9 55 FROM >80.0 TO 70.0 9 9 9 5.5 4 FROM >60.0 TO 70.0 9 6.5 5.5 FROM >60.0 TO 70.0 9 8 5.5 FROM >60.0 TO 70.0 9 9 7 9 6 n/a 9 9 8 9 9 8.5 9 9 8 9 9 8 9 9 9 9 9 4.5 a ei $. ® QA ®'� p {� , C 'N„ 9 9 9 9 8 6 9 6.5 5.5 9 8 5.5 9 9 8 9 9 35 FROM >70.0 TO 80.0 9 9 9 9 4 3.5 FROM >70.0 TO 80.0 9 .5.5 5 FROM >70.0 TO 80.0 9 7 4.5 FROM >70.0 TO 80.0 9 9 5 9 4.5 n/o 9 9 6.5 8 Z5 9 8 7.5 9 9 7 9 9 7 9 9 .05 9 9 9 • 6 55 9 5.5 6 9 7 4.5 9 9 6 9 6.5 2.5 FROM >60.0 TO 90.0 9 9 6 8 3.5 9/0 FROM >BO.O TO 90.0 8.5 5 4.5 FROM >80.0 TO 90.0 9 6 4 FROM >80.0 TO 90.0 9 8.5 4 8 n/o 6/0 9 9 n/0 9 8.5 n/a 9 7 6.5 9 9 6 9 9 6 9 5.5 n/o 9 9 n/o 9 5 n/a 8.5 5 4.5 9 6 4 9 9 5 9 4 n/o FROM >90.0 TO 100.0 9 9 n/a 7 n/8 FROM >90.0 TO 100.0 7.5 4.5 4.5 FROM >90.0 TO 100,0 9 5.5 3.5 FROM >90.0 TO 100.0 9 6 3.5 7.5 0/8 0/0 9 6 n/o 9 •. n/8 9 6.5 6 9 8 5.5 9 8 5 9 4 n/a 9 9 n/a 9 4. n/o 1 8 4.5 4.5 9 5.5 3.5 9 7 4 9 3 n/a By. L am. 0. /� I r Division MORG4N VILLANUEVA P.E STRUCTURAL ENG INEER MIAMI -DADE COUNTY FLORIDA UC. NO.: 60292 FROM >100.0 TO 120.0 9 8 n/o 5.5 9/0 n/8 FROM >100.0 TO 120.0 6.5 4 n/o FROM >100.0 TO 120.0 8 4.5 3.5 FROM >100.0 TO 120.0 9 4 n/a 6 0/0 n/a 8.5 4 n/a 9 9 ,,/a 9 5.5 n/o 9 6.5 5 0 5 3.5 9 n/a n/a 7 9 n/a 7,5 3 /o 6.5 4 n/o 7.5 4.5 3.5 9 4.5 3 9 2.5 n/o FROM >120.0 TO 140.0 9 7 n/a 4 n/8 o FROM >120.0 TO 140.0 5.5 3.5 n/o FROM >720.0 TO 140.0 6.5 4 3 FROM >72D.0 TO 140.0 9 J n.3 4 n/a n/a 8 3.5 n 7.5 4.5 n 8 5 9 6 4.5 9 4 .3 5 n/o n/o 7 8 n/o 5.5 3 n /•. 5.5 .15 / 6.5 4 3 9 3.5 2.5 as n/a n/8 FROM >140.0 TO 160.0 9 6 n/a 3 n/8 n/o FROM >140.0 TO 160.0 5 3.5 n/8 FROM >140.0 TO 160.0 6 3.5 3 FROM >140.0 TO 160.0 7 9/0 n/a n/a n/a n/a 6.5 3.5 n/o 6 4 n/a 7 5.0 n/o 8.5 5 4.5 9 3 n/a 4.5 5/0 n/a 55 7 n/a 4 3 n/o 5 3.5 n/a 5.5 3.5 3 8.5 2.5 n/8 35 n/a n/o FROM >160.0 TO 180.0 05 5 n/o n/a n/0 n/8 FROM >160.0 TO 180.0 4 3.5 n/o FROM >160.0 TO 180.0 5 3 n/a FROM >160.0 TO 180.0 5 9/6 n/a n/o n/0 n/0 6 3 n/a 5 4 n/o 6.5 n/8 n/o 75 4.5 4 7 0/0 n/a 3.5 n/a n/a 6 6 n/8 3.3 3 n/a 4.5 n/o n/o 5 3 2.5 6 n/o n/o 2.5 n/ n/a FROM >180,0 TO 200.0 9 n/a n/a 4 n/8 n/a FROM >180.0 TO 200.0 4.0 n/8 n/a FROM >180.0 TO 200.0 4.5 3 n/o FROM >18043 TO 200.0 4 n/o 17 a n/o n/a n/8 9 n/a n/a 3.5 n/a n/a as n/a n/a 7 4 n/o 5.5 n/a n/ n/a n/a n/a 9 n/o 0/a 3.5 n/o n/a 4.5 n/a 64 • • • •4.5 • e n/o 5 n/o n/a n/o n/o n/o MAXIMUM ANCHOR SPACINGS FOR TAPCON, MAXI -SET TAPCONS OR CRETE -FLEX SS4 ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR EDGE DISTANCE LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING G SCHEDULE BY THE BELLOW FACTORS. THE MINIMUM EDGE DISTANCE FOR CALK -IN ANCHORS IS 2 1/2'. THE MINIMUM ANCHOR SPAGNQ • • • • • T • • • • • • • • • • p • ` • • S • • • • • li SCALE: DATE: 5 -14 -09 FOR TAPCON. -SET TAPCONS OR CRETE -FIEX ... . _L. AA . .: -I .. "e • • • • b • • • • • • • • • • • • • • • F.B.C. (High Velocity Hurricane Zone) EXISTING E. 0. FACTOR ' .' LEGEND TAFCON oR� = sa�...,L CRETE -5100 SS4 3' .90 • • • • • • • • • • • • • • •• • • • • • • • • • • • DWG No: 09- OO8RS1 2 1/2" .75 CALK -IN 2' .59 • • • • SHEET 7 OF 9 ••• • • • • •es • it • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: ALL WOOD MEMBERS SHALL COMPLIED WITH THE NATIONAL DESIGN SPECIFICATIONS CURRENT EDITION, MINIMUM OF STRUCTURAL GRADE Fb =2000 psi AND SPECIFIC GRAVITY OF 0.55 - STOCCO RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEIvBERS 1/4 °0 LAG SCREWS 0 6" 0.C. W/ 1 1/2° MIN. THREADED EMBEDMENT TO EXISTING WOOD HEADER. as \ EXISTING MIN. "4° WOOD HEADER REQUIRED MIN. SEPARATION TD GLASS (SEE SCHEDULE ON SHEET 6) I I is - STOCCO ,- STOCCO — 1/4 "0 LAG SCREWS 0 6° 0.C. ? r- 1/4`0 LAC SCREWS 0 6" 0.0. ' W/ 1 1/2" MIN. THREADED .— • W/ 1 1/2" MIN. THREADED 1 EMBEDMENT TO EXISTING W000 �\ I EMBEDMENT To EXISTING 51000 HEADER. -\ I HEADER. aTd / I \1 J I `EXISTING MIN. foe WOOD o EXISTING-\ 1 HEADER REQUIRED GLASS ) MIN. SEPARATION TO GLASS (EE SCHEDULE ON SHEET 6) n I 70 WALL CONNECT ON AT TOP 12 WALL CONNECTION AT TOP EXISTING• - GLASS NO MIN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 6) WALL I \I\ I'- EXISTING MIN. 2"x4" STUDS 0 16" 0.C. MAX. REVD. II 1/4°0 LAG SCREWS 0 6" 0.C. W/ 1 I/2" MIN. THREADED EMBEDMENT TO EXISTING W000 STUD. 11 WALL CONNECTION AT BOTTOM EXISTING-, GLASS 5( MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) WALL 110106 I I 1 1 II 0 OR 21 1-- y1y /�4 "m :T4,[0 SCREWS �®�6o` 0.C• EFASEDMCIJTO"'WW Wart . • STUD. • • • • • • • • • • • ••• I- EXISTING MIN. 2"x4" STUDS 0 16° O.C. MAX. REVD. • • • • • • • •• • ••• ••• ••• ••• 14 WALL COr1NECVON AT eQTTOYI-• • • • • • •• ••• • • • • • • • • • • • • 1 Exisnw- GLASS N Y I MIN. SEPARATION TO GLASS I SEE SCHEDULE ON SHEET 6) EXISTING 01.450 \ EXISTING MIN. 2 "x4° WOOD HEADER REQUIRED i EQ._7 15 B.0 WALL CONNECTION AT TOP 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) WALL FINISH L.� • • • • •• s • • • • • • 0 • • • •• • • • • • •• • 8 #10x3/4" S.S. S.D.S. ® 12" O.C.j 3/8° / MIN. / II 0 ALTERNATE ANCHOR LOCATION 0 E.O. I E.O. E.0 . E.Q 1/4 °0 -20 S.S. M.S. W/ NUT & WASHER ® 9° O.C. OR #14A 3/4" S.S. S.D.S. ® 9° O.C. L 1/4 "o LAG CREWS • 6" O.C. W/ 1 1/2° MIN. THREADED EMBEDMENT TO EXISTING MOD STUD. EXISTING MIN. 2 "x4° STUDS ® 16` O.C. MAX. REVD. 16 B4O WALL CONNECTION AT BOTTOM au 'no I f tl DATE: 5 -14 -09 F.B.C. (High Velocity Hurricane Zone) DWG No 09- OO$RS1 SHEET 8 OF 9 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • 0 •• • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOTE: ALL WOOD MEMBERS SHALL COMPUED WITH THE NATIONAL DESIGN SPECIFICATIONS CURRENT EDITION, MINIMUM OF STRUCTURAL GRADE Fb=2000 psi AND SPECIFIC GRAVITY OF 0.55 21 MIN. E.IL EDGE r (IF APPLICABLE) ' . ,77/7/ RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS , / • /4 .>„ / • / 2" / 7 - EDGE APPUCABLE) , • , EXISTING WOOD MISSES OR 'VI/2"/ \ \ :7 • RAFIER • 24' /1\ , 0.C. REQUIRED „Xs y g 4.3/4" s 6" 0.C. MAX. EXISIING GLAss \ EXISTING SOFFIT —3/4" Max. THK. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) 1 8441/8" COM% ALUM. TUBE (8083-T6 ALLOY) W/ (2)1/4"0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE IAG SCREWS AT MIDINIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA THIS INSTALLATION 15 ONLY VAUD FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.55. 1_0) HOLLOW CEILING MOUNTING INSTALLATION MIN. SEPARATION TO 01.1100 (SEE SCHEDULE ON SHEET 6 WOOD DECK W/ MIN. SPECIFIC GRAVITY OF 0.55. 110011 00 DECK IF APPIJCAB 3/8" MIN. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) EDGE APPLICABLEr • -7 \ f•'• ' \ 1 I 2; , 21111.111111=1K6111MIIMIMS OLIO 2" MIN F.D. #1403/4" S.MS. © 6" 0.C. MAX. EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6 . EDGE (IF APPLICABLE) .--- EXISTING WOOD TRUSSES OR • RAFTER @ 24" 0.C. REQUIRED EXISTING SOFFIT — 3/4" Mox. THK. ex4"x1/8" CONT. ALUM. TUBE (6063-16 ALLOY) W/ (2)1/4"BI LAG SCREWS TO EACH RAFTE.R OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) IR/ 2" Min. PENETRATION OF THREADED AREA THIS INSTALLAIION IS ONLY VAUD FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.55. 10 fi) HOLLOW CEILING MOUNTING INSTALLATION # I 4x3 4" S.S. S.O.S. • S° 0.C. ALTERNATE ANCHOR LOCATION 2° NI WOOD DECK W/ MIX SPECIFIC GRAVITY OF 0.55. EDGE OF 1 DECK IF I APPLICABLE I EDGE OF DECK IF APPLICABLE I/4"O LAG SCREWS • 6" 0.C. W/ 1 1/2" MIN. THREADED EMBEDMENT TO EXISTING WOOD DECK. (171', SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 6) WOOD DECK W/ MIN. SPECIFIC GRAVITY OF 0.55. 0000 00 DECK IF APPUCABLE I.VVIlikr. --\ ;-4 g' .'.,: N • 4 . • • 4, E. \• • 0 • AppuStALBIFLE 2" MIN. E,0. i I >. X '2%A Nag115, • DGE OF 2" MIN. ALTERNISTE • • .! ,•/* / - ''.- 1/4°0 1.50 0081150 @ 6" 0.C. IN/ 1 1/2° L-1/4"0 LAG SCREWS • 6° 0.C. W/ 1 1/2" WM THREADED EMBEDMENT TO EWING MIN.HTDREENED EMBEDMENT TO EXISTING WOOD DECK. 5000 • • (P4) sii• & ei'DJUSeT:EfL• El"1400R: • • • • • • • • •: fib, : ;14'. THRESHOLD FLOOR MOUNTING INSTALLATION MOWNTIN6 1146TtLleAl:011 • • • •• • • • • • • 8 6 8 EDGE OF DECK IF APPLICABLE ANCHOR LOCATION SCALE: DATE: 5-14-09 F.B.C.w 1" (High Velocity Hurricane Zone) DWG No: 09-008RS1 SHEET 9 OF 9 • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • •