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WS-18-1469Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. WS-5-18-1469 Permit Type: Windows!Shutters Work Classification: Shutters. Permit Status: APPROVED Issue Date: 7724/2018 Expiration: 01/20/2019 Parcel Number Applicant 9019 NE 4 Avenue Road Miami Shores, FL 1132060460100 Block: Lot: INDRA LAKOWITZ Owner Information Address 9019 NE 4 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone BUADE CONSTRUCTION COMPANY II (305)822-3575 CeII Phone Phone CeII Valuation: Total Sq Feet: $ 4,151.00 0 Type of Work: SHUTTERS 7 OPENINGS No of Openings: 7 Additional Info: Classification: Commercial Scanning: 4 TI1kS MAST JOB AT TIME C; 1SPCTI ON Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.55 $2.00 $1.00 $170.00 $12.00 $4.00 $194.55 Pay Date Pay Type Invoice # WS-5-18-67737 05/30/2018 Check #: 1054 $ 50.00 $ 144.55 07/24/2018 Credit Card $ 144.55 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Shutter Final Shutter Attachment Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a{jd zoning. =uthe more, I atj r orizg t 1 abo - amed contractor to do the work stated. Auttrorized Signature: Owner / Applicant / ' Contractor / Agent July 24, 2018 Date Building Department Copy July 24, 2018 1 j ttlAw �` BUILDING PERMIT APPLICATION BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING Master Permit No. RECEIVED MAY 2 9 2018 _� t 4r FBC 20 I —) koi ;SI y — NL`i Sub Permit No. ❑ REVISION ❑ E)04SION (RENEWAL PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION i�1\1(<�� (� j� n o CONTRACTOR ,\ (� JOB ADDRESS: clV `-I IV f / 41 ► venue f�% U111 VI— I y� City: iiMiami Shores County: Miami Dade Zi i3 156 Folio/Parcel#: I l 5d-0 ICJ 4 D / OD Is the Building Historically Designated: es "—we-- Occupancy Type: Load: Construction Type:� OWNER: Name (Fee Simple Titleholder): (A V? L-ci Address: oig /-4 Ylirrll r /Up City: M V rnI Sr) V (PS State: Flood Zone: FFE: <Ow142- Phone#D / f V -al 5- univtgoig Tenant/Lessee Name: Phone#: Email: Zip: 33/ 36 Address:l City: Imo ea h ( ►�y State: G Qualifier Name:lib f `� ^ [� jJlrlack Cy Phone#: 34 o Da35 C— State Certification or Registration #: LOCO a5 , Certificate of Competency C g DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ 4i 157 Square/Linear Footage of Work: SHOP DRAWINGS CONTRACTOR: Company Name:It e U�^ 1.� u` i(J �lJ Type of Work: ❑ Addition Alteration Description of Work: 5 Li Hi (3 Phone#( 6 & a35 15 Zip: 3I ❑ New ❑ Repair/Replace ]opolinsc State: Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $)k-=' 1r Permit Fee $ Scanning Fee $ Radon Fee $ 2 ' q Technology Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ 2 ' S Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ U (l 4 .55 (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 thebsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur4 ."V14/IrCi DIA' LA OWNER or AGENT The foregoing instru�le�t was acknowledged before memthis o`er day of /�`a , ZIi�O , by i11d61 L4 6LOWi / , who is personally known to me or who has produced D L as identification and who did take an oath. NOTARY PUBUC Ag Print: f IZ Seal: ¢•Notary Public • Sta - of Florida pr A.ol My Comm. Expires Mar 30, 2022 Bonded through National Notary Assn. APPROVED BY Signature CONTRACTOR The foregoing instrume�ttt as acknowledged before mme/this day of _It , 2@"Alf� , by 3 AV\ Gulp) 11)vG k , who is personally known to me or who has produced as identification and who did take an oath. NOTARY _-11_IC: Si P S Plans Examiner ne `o •ry <'- Commission # GG 196656 _ My Comm. Expires Mar 30, 2022 Bonded through National Notary Assn. Zoning (Revised02/24/2014) Structural Review Clerk JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida WorkersCompensation levy, EFFECTIVE DATE: 7/10/2017 EXPIRATION DATE: 7/10/2019 PERSON: BUADE JUAN FEIN: 650672454 BUSINESS NAME AND ADDRESS: BUADE CONSTRUCTION COMPANY. INC. 1356 W 82 STREET HIALEAH FL SCOPE OF BUSINESS OR TRADE: Licensed General Contractor 33014 IMPORTANT: Pursuant to Chapter 440.05(14). F,S,, an officer 01 a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits of cOrripensation under this chapter. Pursuant to Chapter 440,06(12). F.S, Certificates of election le be exempt_ apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13). F.S., Notices of election to be exempt and certiffcates of election to be exempt shall be subtect to revocation if, at any time atter the tiling of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a Certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section, DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)4i31609 • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • . • • • • • . . . • • • • • . . • • • • • . .. • • . • • .. • • • • . • SO • • . . • . • • . . • . • • • • . • • • • . . • ° This o.cael.Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is riot a license, permit, or a certification of the holder s qualifications, to do business. Holder must comply with any governmental • • • • or noncom:eon. ental regulatory laws and requirements which apply to the business. ••• •• ••• • •.• • • •• • •• •• . . :.• AftEIPT NO. above must be displayed on all commercial vehicles -Alioffti-Dade Corik; %et ea -Zit • For more information, visit www,miarnidade.govItaxcellegtor Local Business Tax Receipt Miami —Dade County, State of Flbrida -THIS IS NOT A BILL - DO NOT PAY 3619013 BUSINESS NAME/LOCATION BUADE CONSTRUCTION COMPANY INC 1776 W41 ST HIALEAH FL 33012 RECEIPT NO. RENEWAL 3781227 EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS BUADE CONSTRUCTION COMPANY INC 196 GENERAL BUILDING CONTRACTOR C/O JUAN C BUADE PRES 0GC058258 . 2 . • • • • • • PAYMENT RECEIVED BY TAX COLLECTOR $45.00 07/05/2017 CHECK21 17-051840 • • • • 1 1 • • • • • • • • • • • A-'''"` CERTIFICATE OF LIABILITY INSURANCE DATE (gWDEVYYYY). 12/21/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER{S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: ff the certificate holder is an ADDITIONAL INSURED, the pdicy(tesj must be endorsed. It 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). PRoDucER Risk Strategies Company 3350 S Dixie Hwy Miami FL SAS Contracting Services, Inc. Suede Contruction Co., Inc. 9239 SW 227 Street, 127 Cutler Bay FL 33190 CONle T- NAME: 05)446-2271 CA% cA/C. Noy EMAIL certificates@kahn—carlin.con ADDRESS: RI5} A R tesvee# A:..'Vaanstoi Insurance Company INSURER 0 : INSURER C IN ERE : NAIC ♦ 78 RER F , COVERAGES CATE NUi] ER 2215 6 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE L.IS•''EBELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT CR OTHER DOCUMENT WITH RESPECT TO WHICH THS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL 'THE TERMS. E) CLUSIO% AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INaft LTA TYPE OR INS A RODE meal, §I,Ri .. itD i POLICY ti41M#Ei3 POLICY EFT tYAitEDFYYYY) 'OLICY E1(P rMN/OOMFYY1 LIMR"s A X . COl+3t0ERcALGENERAL LIABILITY j 3AA156345 12122/2017 12/22/201B EAt liCSCCURRENCE 1,000,000 (1AIKASItACFE X CaCCAR DAMAGE TOREN'EC MMHISES ICaocarnmc2t, 100,000 MEDEXP fan,.eoepesor} $ 5,000 PERSONAL BACV INJURY 5 1,000,000 GENt X AGGREGATELE#,iIT POLICY OTHER' AP'PLtE PER: GENEFAL AGGREGATE S 2,000,000 PRJC34 cts . c tspYiP AGG $ 1, 000.000 AA TObtoeLELIAOILIT.' ___, ANY AUTO ALL CWNED AUTOS HIRED AUTOS \--- SCk QSILE ALITe:i N /d TO riEII AtiC GL IO iEL; SINGLE OMIT � ;ttT'nli BODILY INJURY (Ft( pe,sern) $ BODILY INJURY (Per :ecz; en() $ PROP ERTY C1AAGE tF Mc( t# 5 s UMBRELLA UAB EXCE$SLIAO OCCUR CLAIMS'atAGE € ,, • EACH Q4:LURREJCE 5 AGGREGATE. _ I RETENTIONS WORKERS C(SUPER SATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR.'RARTtaERiEXECUTIVE '"" QFFICEW%7;;t,@.tER E%CLUOED? (MandatetyIn NH) P yyes, descrbe undm pESCiiIPTIDN OP opeRATItINS oetow N/A [ PEA IDTtI. E.L EAOI / C Ii3ER11 E.L DISEASE. ER EiWt0'1E1 5 E.L. DISEASE • Pt'{.ICY Ltta<.IT S 4 1 DESCRIPTIONtarOPERATIONS?LOCATIONS /VEH;CLE(ACOeblei. AdlkiimalRemark sSehoduie,may Deeliste Rmorep etore@usre<tj `Res General Contractor •••• • • • • •••• • •• • • : •• •, •• • • CERTIFICATE HOLDER CANCELLATION •• • Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 • .. • • _ •••• ore SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE cANc A[ LED BERD• • THE EXPIRATION DATE THEREOF, plaat' af':WL.L GE* DELIVERED..110.. ACCORDANCE WITH THE POLICY PROVISION,* • • AitTtiGR12ED REPRES .M Christian/GENFLO • • Me"4 •�... • • • • 00004 • • • • • Alf • • • • ACORD 25 (2014/01) INS025 t20140' The ACORD name a o are regi 1988.2014 ACORD CORPORATION. Af rights reserved. red marks of ACORD FFICE Property Search Application - Miami -Dade County Y Summary Report Property Information Folio: 11-3206-046-0100 Property Address: 9019 NE 4 AVENUE RD UNIT: 9019 Miami Shores, FL 33138-3135 Owner INDRA LAKOWITZ Mailing Address 9019 NW 4 AVE #9019 MIAMI, FL 33138 USA PA Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 3/3/0 Floors 0 Living Units 1 Actual Area Sq.Ft Living Area 952 Sq.Ft Adjusted Area 952 Sq.Ft Lot Size 0 Sq.Ft Year Built 1974 Assessment Information Year 2017 2016 2015 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $125,052 $104,210 $104,210 Assessed Value $104,283 $94,803 $86,185 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $20,769 $9,407 $18,025 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORES VILLAS CONDO BLDG A UNIT 9019 UNDIV 1/88% INT IN COMMON ELEMENTS CLERKS FILES 74R-185949 & Generated On : 5/22/2018 • f4,EZS741-1;57rc Taxable Value Information 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $104,283 $94,803 $86,185 School Board Exemption Value $0 $0 $0 Taxable Value $125,052 $104,210 $104,210 City Exemption Value $0 $0 $0 Taxable Value $104,283 $94,803 $86,185 Regional Exemption Value $0 $0 $0 Taxable Value $104,283 $94,803 $86,185 Sales Information Previous Sale Price OR Book- Page Qualification Description •••• 12/17/2014 $0 29437-4657 corrective, tax o`QCD�min • egnistletation • • • • • . 12/11/2013 $84,600 28976-4240 FinaR•ctal inst or'1rtLieti of Forolostire"• stated • • . • 02/05/2009 $100 26798-2396 . At#liaVdrparties* • • • • - •-•• 12/01/2006 $265,000 25229-4433 • 4ajwiltych are•qualifed •• •• •.•• • The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current inforiniyc oor record. The•Property AppraiSef and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp • • • Version: • • • • • •• • •• • • • • • • • • THE SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. c/o Florida Advanced Properties, Inc. P.O. Box 771566 Miami, FL 33177 Tel: (305) 233-5959 Fax: 1 (305) 517-3417 UNIT MODIFICATION & CONTRACTOR REQUEST FORM To: The Board of Directors From: Unit Owners Name Ind ra Lta K o v n i Z Unit Number: V 1 CVA Telephone Number (Day) JO 5 lq 0 - 0 i 5 (Evening) Approval is hereby being requested to make the following modification(s), alteration(s), or addition(s) as described below, or on additional attached pages necessary. In order for the Association to properly review your request, you must include such details as the materials, location, pictures and any other pertinent data needed for your approval. g opeil,n9 r covered with Pef Por maxtce tt Pt-amrCLton &NJ- ,N' Wtart ►rStailotion • Please attach a detailed description of your modification along with drawings and permit. All maior repairs and/or alterations to the unit must be approved by the association including but not limited to electrical. plumbing. flooring and air conditioning units. Ceramic tiles and/or hardwood floors require installation of adequate sound proofing material underneath being a minimum of a % inch in thickness. Iagree: • • •••• •Not to perform any changes, improvements, modifications or proceewith requ d es• gntil 1. I/We receive the prior written consent by the Association Board of Bir tors. • •• • 2. That if the modification is not completed as approved, said approval Rp•be rev *ed and . . • • the modification removed at owners' expense. • • • • • • • Last Rev March 2016 Page 1 of 1 . • ..• .• • •• • • • •••• • • • • INITIALS: • • • • • • . . •• • • •. • • . • • • • • • • . • • • • THE SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. c/o Florida Advanced Properties, Inc. P.O. Box 771566 Miami, FL 33177 Tel: (305) 233-5959 Fax: 1 (305) 517-3417 3. I will in no way alter, modify, or cause damage to any common areas or common structures; I agree that I shall be wholly and fully liable as well as responsible for any and all damage caused to common areas as a result of the installation especially to those living underneath my unit. 4. To abide by the decision of the Board of Directors. 5. To comply with State, County and City building and electrical codes. 6. To obtain all necessary permits (if applicable) and provide the same to the Board of Directors. I have read, understood and agree to all terms and conditions of the above Unit Modification Reg - - Signature / Date of Request Name in Print CONTRACTORS' INSURANCE & LICENSES • To protect yourself and Shores Villas Condominium Association. from liability exposure, ALL CONTRACTORS doing work in your apartment (i.e. decorators, flooring companies, etc.) must be licensed and insured. Any damage caused by a contractor to the common areas of the association will be billed to the unit owner. • A copy of each of the following must be on file with the Association prior to the contractor commencing work: 1. Current Certificate of Insurance for General Liability Insurance with limits of at least $300,000 Certificate Holder: Shores Villas Condominium Association . 2. Occupational or Business License. •`"`• • •••• 3. Valid Workers Compensation Insurance. • • •• 4. Sample of the Soundproofing material and the specifications'F'jCh • • • underlayment. ••••• • • • No contractors are allowed on the premises without proper Identification. • • • • • • •• • • a •••• Last Rev March 2016 Page 2 of 2 • • •• •• • 7yw c • 1#JIIIAL$: . • • • • • • •• • .. . • • • •• • • • • •;•••• •• • •• •••^•• • • THE SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. c/o Florida Advanced Properties, Inc. P.O. Box 771566 Miami, FL 33177 Tel: (305) 233-5959 Fax: 1 (305) 517-3417 • No contractor can be given access to your unit without prior submittal of these documents. • No construction work is permitted on Sundays. Work can be done on Monday through Friday from 8:00 a.m. to 6:00 p.m., and Saturday from 10:00 a.m. to 6:00 p.m. • All work including cutting, painting, carpentry, etc. must be performed inside the apartment or off the premises. Foyers, hallways, and any other common area are not available to be used as a work area. If you have a problem with limited spacing for any of these types of work, please advice the Board of Directors in order to help you come up with a solution. • Owners and their contractors are responsible for protecting and cleaning the hallways when working. FOR OFFICE USE ONLY -PLEASE DO NOT WRITE BELOW THIS LINE Date: ` 7 I By: th1& C2 (ce KO "J Title: V rC G - 12 5 de n Approved: ✓ Disapproved: /1 idol 0 ei \ jh,Sd h AijwiV Disapproved: Date: By: Title: Approved: Date: By: Title: Approved: Last Rev March 2016 Disapproved: Page 3 of 3 • • • •• .• • • •••• • • •••• • • •• •• •••• •.•• • ••• • • • •• • • •• • • • • • • •• • •• • • • •••• • • • INITt4jS •, • • • • • • •• • •• • • . •'• • • •••••• • • • Notice to Owner — Workers' Com p Miami Shores Vfllage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at Least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE 'THAT. YOU .HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade I In I Q The foregoing was acknowledge before me this day of j u r , 20 1, " . By (nov L/toM2 SEAL: • o` Comm ssion # GG 196656 T �' My Comm. Expires Mar 30, 2022 °5 Bonded through National Notary Assn. who is personally known to me or has produced as identification. June 7, 2018 State of Florida County of Dade Before me this day personally appeared OR6U'\ C - Phtwit who, being duly sworn, deposes and says: That he or she will be the only person working on project located at: q01 q NE 4 A-\,N L_tavvit` V. Ores , 6wA ontractor Sigature rprAto (or aff'r ) nd sub ri ed b re me this day of v U I te � I l� , by ar( Personally known OR Produced Identification Type of Identification er P�' •. CHRISTYABAY Notary Public - State of Florida ma!ill Commission # GG 196656 ..„off... ` My Comm. Expires Mar 30, 2022 Bonded through National NotaryAssn, Stamp 3 37x83 FL20466 RECEIVED MAY ti 2013 ZONING DEPT BLDG DEPT „SUBJECT TO COMPLIANCE WI fH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 4 108X40 FL20466 5 27X27 FL20466 0 6 75X40 FL20466 7 75X40 FL20466 1 73x83 FL20466 DOOR AND SIDELIGHT AS ONE • • • • • •• • • 2 108 X98 FL20466 •• • • • • • • • • • • • • • • • •• • 1 • • • • • • • •• • • • • • • • • • • • •• • •• • • • • • •• •• •••• INDRA L;AF( NITZ • 9019 NE 4 aVE . MIAMI SHOP ES, FL 331.38•• •• • • • • • • • •• • • • • Lu RAMMS ENGINEERING, INC. 4 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE // DESIGN WIND LOADS IN PSF. Kd = .85 `�.� 175 MP ONE Interior & Exterior Zone's (-alls) ositive ressures Exposure C For the /y 5 mp d Zone CATEGORY,2 BLDG Height (Maximum) ffective Wind Area (or, Tributary Area) in Square Feet\ 10 20 30 40 50N, „" 60 1.00 0.95 0.92 0.89 /0 889,,,, _. 0.86 15 40.4 38.5 37.5 36.7 e36.1'\ 35.7 0 42 77 40.8 39.7 38.9 `' 38 ,3 J 37.8 25 ' 44.6 42.6 41.5 40.6..' w.''40 0/ 39.4 . 44.4 43.2 42.3° 1,41.7 41.1 40 49.4 47.2 45.9 44.9\ , /44.2 43.6 50 51.8 49.4 48.1 /:47.1 46.4 45.7 60 53.7 51.2 49.8 ` 48�8. 48.1 47.4 Interior Zon (4 - ails) Negative ressures // )) ` e- . Exposure C For the mph Wind*Zone CATEGORY 2 BLDG ffective Wind Area(orjrbutary Area) in Square Feet Height (Maximum) 10 20 < c,,30/ / 40 50 60 1). 0 -1.05 7, `-1.02,aF`,-•' -0.99 -0.98 -0.96 15 -43.8 -42.0f ) j -40` 9' -40.2 -39.6 -39.1 -46 -44�4'` . ,-----43 3 -42.5 -41.9 -41.4 25 -48.4� -46.4 "'� `-, -45.2 -44.4 -43.8 -43.2 -50.5 /-248.4 "' -47.2 -46.3 -45.6 -45.1 40 -53.6 ' ` 7514 „ -50.1 -49.1 -48.4 -47.8... 50 -56.2 --53 8 -52.5 -51.5 -50.7 : ,,-50.1 • • • 60 -58.2 ---., `=55.8 -54.4 -53.4 -52.6 _ _ _ :-52.0 . , : • . . • .. • • Exterior Zone Exposure C 5 - ails egativ Pressures . • • • •. : •. mph Wind Zone CATEGO,Fty;LDQ , .,, or the Height 1 (, (Maximu111)\ ---, N Effective Wind Area (or, Tributary Area) in Square1 50 :•':•:60 o t •:-:, ` ' 10 20 30 40 "---- . 0 -1.29 -1.23 -1.19 -1.15 _ ,--1.13:••' 15„ `" =54.1 -50.4 -48.3 -46.8 -45.6 ' ..' :44.7_ • • 2Lc ` '> , -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 • • , (25) `` ` -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 / , 30 ' -58.1 -55.7 -53.9 -52.6 -51.5 ,/.`,,`•40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 'SW -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 \ 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). (THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART (WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE r. FABJ ES ARE INVALID UNJ.F-S SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. . • • • .. .. .• . .•• . . . . • • • . • i�� .,_ essro f 3 t r BCIS Home Log In ; User Registration Hot Topics Submit Surcharge Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > App FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Stets & Facts Publications tion Detail k20466-R1 Affirmation 2017 Approved FBC Staff BCIS Site Map Links Search Hurricane Protection Manufacturers Association Address/Phone/Email :4475 NW 26th Ave. Qpa-Locka, FL 33054 (786) 245-6777 tllerena@aluminadc.com Authorized Signature Technical Representative Ylping Wang yiping@mcyengineering.com Tom Llerena Address/Phone/Email 14475 NW 26th Ave. pa-Locka, FL 33054 786) 245-6777 tllerena@aluminadc.com Quality Assurance Representative Address/Phone/Email • • • • • • . •••• • • • • • ••• • Category Shutters " ' • • • • •• • Subcategory Accordion •••• •• • • ' Compliance Method valuation Report from a FICryci.Qegisterell Architect ore• • • • . icensed Florida Professional ginipeer • • • Evaluation Report - HardQeceived. • . • • .• gplSx, Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Yiping Wang I1E-55983 • • • • • • • • • • •• • •• • • • • ' •• • • • National Accreditation and Management Ins4itute 12/31/2018 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received 466 R1 COI Certificate of Independence SS.pdf AS 201 AS 202 AS 203 Year 1994 1994 1994 • • • • Equivalence of Product Standards Gertifled By Sections from the Code Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I affirm that there are no changes in the new Florida Building ode which affect my product(s) and my product(s) are in ompliance with the new Florida Building Code. Yes No N/A L2046 R1 COC FBC 2017 Affirmation Letter SS.p_d_f Method 1 Option D [10/02/2017 10/02/2017 I0/05/2017 FL # J Model, Number or Name Description 20466.1 1 Performance System 2 Aluminum !Accordion Shutter Performance System 2 Aluminum Accordion Shutter - Large and Small Missile Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +195/-195 Other: For maximum design Toad vs shutter span, see installation instructions. Installation Instructions FL20466 R1 II AD16-13 05-18-16 SS.pdf Verified By: Ylping Wang PE #55983 Created by Independent Third Party: Yes Evaluation Reports FL20466 R,1_AE_EVR SS,if Created by Independent Third Party: Yes Next Contact Us :: . r :. • i - :. . I. , . } Phone: 850-487-1824 • • • • • •• to er. Copyright 2007-2013 State f Florida,: Privacy Statement :: ili Statement.::• R • The State of Florida is an AA/EEO employer. • • . . P Y efund Statemen Under Florida law, email addresses are public records. If you do not want yi1ur e-mail address released in response to a ublic-rrtQIs4ecJest, do wit icip: • electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questioAs� al contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must lirrdi p ttee Department•vith an email addressef they have one. The emails provided may be used for official communication With the licensee. However email addresses are public record. If you do rtreathn supply a personal address, please provide the Department with an email address$ which can be made available to theb!l111e. To deterrtiRe if /oy are a licensee under Chapter 455, F.$ , please click Lem.• • • • • • • • • • • Product Aproval Accepts: • • • • • • • • • • • •• •• • • • • • • • • • • •• • • •• • • • • • •• • • • • GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND NON -HIGH VELOCITY HURRICANE ZONE (NON-HVHZ) OF THE 5TH EDITION FLORIDA BUILDING CODE (2014). 2. SYSTEM RATED FOR LARGE AND SMALL MISSILE IMPACT. 3. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE 1114 x 3'. 410-HT MINIMUM SERIES W/ 135.0 ksi YIELD STRENGTH & 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 19381. 4. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 ksi. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITION NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 8. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 9. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksl MINIMUM YIELD STRENGTH. 10_SHULTERS_COMPONENTS.AREPRTENT PENDING 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 12. A PERMANE 13 C NUFACT RER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE MATE. ONE LABEL SHAL LABEL SHALL READ AS FOLLOWS: "PERFORMANCE SYSTEM 2 ACCORDION S HURRICANE PROTECTION MANUFACTURERS OPA-LOCKA, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPR TEST REPORT TAS-201, 202 & 203. THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) P D FOR EVERY OPENING. ER° SOCIATION ED PARED BY THIS ENGINEER IS GENERIC. (b) CON "E •: 0 BE RE " •." = • " THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT() THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. 14. ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. • • ••• • • • •.• •• .. • • . • •. •• • • • :••: • • • • • • • •.• • • • • • . • • .•• • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • TIP14I CNOliO•RS:� E CHARS FOR itCHO: SWAGING) • • • • • • • • • • • •• • • • • TYP 1/4" DIA. ITW TRPCON B" BUILDEX Fu =120 KSL•Fy = t(S1 •• • • • • • IN:0 C 3NGRE1E f4,=3000 R61 • 1-a/44 MIN.EMIPED• • • • E:,SN,NC: TYPEk?. INRO Lt NCFtTE 41-0& ' •' 1-1/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE '4"-20 CALK -IN BY 'POW E •• •• • • •• ASTENERS INTO CONCRETE fc'=3000 PSI 7/8" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE B1. INTO CONCRETE BLOCK 7/8" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE'C 4' CRETE-FLEX 5S41WASONRY704CHOWBY"ELCO"'CONS 1 HULTIONPRODUCTS Fu = 120 KSI,.Fy = 92 KSI INTO CONCRETE fc'=3000 PSI 1 3/4" MIN. EMBED 2 1/2" MIN. EDGE DISTANCE TYPE C1. INTO CONCRETE BLOCK 1 1/4" MIN. EMBED 2 1/2" MIN. EDGE DISTANCE NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2" AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A, & Al: REDUCTION FACTOR = 0.77 ANCHOR TYPE B & Bl: REDUCTION FACTOR = 0.50 ANCHOR TYPE C & Cl: REDUCTION FACTOR = 0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3". E i ..1.T11N3 OF BR PPO W CT EVMLMO M DOWN. PEDF I PPMWBoEKKno 00110 GONE Pic FoO 00E15 NOT F.MOB INFORM., FM E11EEM0FIC PEO.ECT; V MEM n 00E plMOMS M.. FROM 'ME P. EO M1115.TOP Tom NEMMOO E:oR FZILMIITtrOf 116PNCtl1CT0,1O .1. PROM. EVNOPEON M O.1OED ,EA ME O]EE0.0T DEMR11.0.11F COW .. MMM0D CPI THE WfLK:M. o- TMB PPo W Cr E ALIMMON MGM. WU BE CONSOEPEDM M.IF ALTERED BVnniAva p-010 PPEC/BECPPD 0CIE!IMU. OF F EPMED M• FLOM .+ECMTEPPD I..OFFER OII.RO rtECI M KH W Pl CEOCP*Ttt EMS EPaMCOPD �¢n� aaTNE PMaEo,unwro PEBWP•8LE FEA MF PPdEH UM OFMEPEO. 4 0RIOPMID� 05010 LMOFP1140 TM,T 14 PPOF®= ♦ 70 .E. titom "* .I I �I sums/ loom #20486 W ,Tuna' rs E•-•M . (.3;41 AD18--13 1 OF 10 May 18th, 2016 ® THRESHOLD TRACK .324 5.069" 4.500" 3.964" 1.026" L853" 1.083' 0,v .0 y $ N . 2.625" C7)MALE/FEMALE PERFORATED BLADE (2)(1O1ES roR 3716.0 ALUM. POP RIVETS 2.095"--1.450"--# 1.935" $ -.680" @ADJUSTABLE SILL ADAPTOR .313'11 .590 .430' > —1.500 @MALE/MALE SOLID BLADE 16"-18 S.S M S. PLASTIC KNOB 5/16" 0 X 1' S.S.M.S J W/ PLASTIC KNOB LOCK 9 34 3 172"----! i 1.963"---10 -, 591W-1.16T-1 .OB m 125' -/ low G NAL SLOTTED SEE ELEV. X)7) • • ••• • • • •.• II•• .• •• • •• •• • •• • • • . • •• • • .•• • 0 • • • • • • • • • • • • • ••• • • • • • •• • 1.043 • • • 62,„Q82" • • • • !I T{ . • '303 • R..060 M .080" .751"i-1.087-0 N � •• o • • i• • 2.443" 1.928" FEMALE CENTERMATE BLADE SCALE : 310" - 1' 6" MIN. ---A 81041,12" S. S. COMPONENTS 0.13.060, • • ••• • • • • • .055' .187" ••• " � L • • •.• 046" FLOOR SILL SCALE • • • • o� 1.591" 1.591" TYP 1" 5.069" 4.500" 3.964" ' .028"—1.853" 108"3"'6" 012(4) 64" 0°4 180" MALE STA TER /,"� MALE/FEMALE SOLID BLADE 4 . 79' 64"--4R".943 3.10T 3.431" E CENTERMATE BLAD ALUMINUM ANGLE 5" Max. AS APPLICABLE 7.000' Mex. AS APPLICABLE L1 ALUMINUM ANGLE .125" 4.000" ®ALUMINUM TUBES -0 • i" AN O i } ZAK Hti• 27 SKr iron AD 8-13 5 or to May 18th, 2016 MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM DESIGN LOAD "Pd" (PSF) MAXIMUM SHUTTER SPAN FOR ALL SECTIONS HVHZ MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS NON-HVHZ NO MIN. SEPARATION IS REQUIRED M. PANEL LOGIN Mar. PANEL LENGTH 40 13'-2" 14'-1" 3.0 - 45 12'-9" 14.-1" 3.0 - 50 12'-5" 14'-1" 3.0 - 55 12'-2" 13'-5" 3.0 - 60 11.-11" 12.-10" 3.0 - 65 11'-8" 12'-4" 3.0 - 70 11.-5" 11'-11" 3.0 - 75 11'-3" 11'-6" 3.0 - 80 11.-1" 11.-2" 3.0 - 85 10-10" 10.-10" 3.0 - m 10'-8" 10'-6" 3.0 - 95 10'-3" 10'-3" 2.875 - 100 10' 10' 2.875 - 105 9'-9" 9'-9" 2.625 - 110 Y-6" 9 -6" 2.5 - 115 Y-4" 9'4" 2.5 - 120 9'-1" 9'-1" 2.5 - 125 8'-10" 8'-10" 2.5 - 130 8'-6" 8'E" 2.375 - 13D - 8•2/ 2.375 - 140 - -17 1 2.375 - 145 - T-7" 2.375 - 150 - 7'4" 2.375 - 155 - 7'-2" 2.375 - 160 - 6'-11" 2.375 - 165 - 6'-8" 2.375 - 170 - 6'-6" 2.375 - 175 - 6'4" 2.375 - 180 - 8.2" 2.375 - 185 - 6' 2.375 _ 190 - 5-10" 2.375 - 195 - 5-8" 2.375 • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • O> O>.. •> -41 OR "ORO OR +t F S 1 OR D'I OR (LJ11 INSTRUCTION: • • • ••• • • •• •• • • • • • • • • i23. • • • r� • • • • • • • •• • • • F. • • •• • • R • • • • • • • • • • . ••• •• • •• • • P! OPTIONAL) TYPICAL ELEVATION N.T.S. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY, BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. OD ot or l®1 SEE NOTES ON SHEET 7OF10FOR LOCMNG SPECIFICATIONS tin At, +8, FL foon �# tin N 5A0 7 / ;from i �3 gg !1 g = E Cs; el =j G wo 1 la pzo ZU la 00 Z i it 1 1 re 0 OU i w 20488 mum 42033 NTT 11-041 AD18-13 3Orw (SEE SCHEDULE) CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE) - POURED CONCRETE (SEE SCHEDULE) REQUIRED OR CONCRETE BLOCK WALL REQUIRED # 14 x 3" S.S. S.M.S. WI 7/16"0 x 7/8" LONG NYLON BUSHING (Typ. 1OP &BOTTOM) # 14 x 2" S.S. 0 S.M.S. (Typ. -OP & BOTTOM) SEE SCHEDULE #-FOR Min. SEPARATION TO GLASS EX -TING GL SS. " CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR BLOCK WALL REQUIRED ZEE SCHEDU FOR W. SEPARAT10 TOG EXI TING G S.- OPTI • NAL USI NG TOP 1OTTOM) POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) POURED CONCRETE EDGE OF SLAB IF APPLICABLE # 14 x 3• S.S. S.M.S. W/ 7/16'p x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) ry #14 x2' S.S. S.M.S. (1 yp. TOP & BOTTOM) OPTIONAL BUSYING 10P/B0 OM) 4" S.S. M.S. @ 12' O.C. EDGE OF SLAB IF APPLICABLE WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION A SECTION B wiul Yr-r was wr•r OPTIONAL BUSHING TOP/BOTTOM) DGE OF SLAB IF APPLICABLE CONCRETE ANCHORS POURED CONCRETE REQUIRED FLOOR MOUNTING INSTALLATION SECTION B1 wula/r-r EDGE OF SLAB 1F APPLICABLE POURED CONCRETE CONCRETE ANCHORS REQUIRED (%4 9" ON CENTER FLOOR MOUNTING INSTALLATION SECTION B2 a[eaR-r • • • • • - •• •• • • • • • • • •• •- • • • • ••• • • • • er, • • • • • • • • • ... • • ••- •• •• • • • • • •- • • • - MAXI MUM•DE IG ? ESSUueliATeG.. Pd• (P8i ANP C1iRRESPONDING • M ANCHOR SI4ICINGItin.) VHHEQITI-f. + MAXIMUM DESIGN LOAD 'I'd" ( ) • • • SHl17.(ER SPAN Imo) • • SE .i.N: (T SAT -PATE CONCRETE t P)8 TOM) • :• EC�iO4IR (TOP/BOTTOM)(TOP/BOTTOM)61 (BOTTOM) SUBSTRATE BLOCK SUBSTRATE CONCRETE AR,CHCR TYPE A 840904 TYPE B ANCHOR TYPE C ANCHOR TYPE BI AHCKIX>. TYPE C1 ANL110R TYPE A ANGNOR TYPE B NICNOR TTPE C G 60" • ••9 : a r•• : 4. • a 4.8 .• 6 6 6 78 • 9 ••• • • • 3• .•s.5 -4 6 6 96 •• 8 . 7.5 I) . . • -• • - e • • 6 6 12 sft .6.5• ••• 6 6 6 144" 5 5 5.5 - 6 6 6 154" 5 4.5 5 - - 6 6 6 65 60" 9 9 9 3.5 4.2 6 6 6 78 9 85 9 3.2 8 6 6 96 7 7 7.5 8 6 6 120" 5.5 5.5 6 - - 6 6 6 148" 4.5 4.5 4.5 - - 6 5.5 6 70 60" 9 9 9 3.5 3.9 6 6 8 78 8 8 8.5 - 3 8 6 6 96 6.5 6.5 7 - 6 6 6 --120" -5..5- -5--`__,.+; ------6-- -6.- & &"_` 143" 4.5 4.5 4.5 - 5.5 5.5 6 S0 60" 9 9 9 3 3.4 6 6 6 78 7 7 7.5 - - 6 6 6 96 6 5.5 8 8 6 6 120" 4.5 4,5 5 - - 6 6 6 134" 4 4 4.5 - - 5.5 5 6 100 60" 7.5 7.5 8 - 6 6 6 78 5.5 5.5 6 - - 6 6 6 96 4.5 4.5 5 6 6 6 120" 3.5 3.5 4 - - 5 4.5 6 195 60" 3.5 3.5 4 - - 5 4.5 6 68" 3.5 3 3.5 - - 4.5 4 5.5 NOTE: FOR LIGHT DUTY SHUTTER ON SHEET9, MAX. SPACING SHOULD BE LIMITED TO 6" O.C. May 18th, 2016 0 A w 0 /11 #20488 @t64 AD16-1A 3 EXISTING GLASS. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) ANGLE Lt CAN BE INVERTED SEE SCHEDULE 0-FOR Min. SEPARATION TO GLASS, 1M" 0-20x314' S.S. BOLTS W/NUT & WASHER@ 9' 0.C. OR #14 x 3/4' S.M.S. (.d 9" O.C. 1" Min. 14 x 3" S.S. S.M.S. WI 7/16'0 x 7/8" LONG NYLON BUSHING 0,(7yp. TOP & BOTTOM) ANGLE 0 CAN BE INVERTED 1° Min. #14x2"S,S. S.M.S. (Typ. TO & BOTTOM) OPTIONAL BUSHING TOP/BOTTOM) 1/4' 0-20x3/4" S.S. BOLTS W/ NUT &WASHER @ 9' O.C. OR 014 x 3/4' S.M.S. 9' O.C. CONCRETE ANCHORS (SEE POURED CONCRETE SCHEDULE) OR CONCRETE BLOCK WALL REQUIRED BUILD -OUT INSTALLATION SECTION C ANGLE CAN BE INVERTED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• • • • • • • • • • • • • • • • MAXIMUM &ESIGN•PRESS•URt RESTING "Pc" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (n.) SCHEDULE. + MN(IMUM SHUTTER ••• $ /BSil2ATGCONCRETE SECTION C TOPBOT TOM • • SECTION C 1 BOTTOM • BLASTS/ME 9LOCK SeIBSTRARE C8NCRETE SUBSTNAE BLOCK DESIGN LOAD IV' (PST) SPAN BNCHI _11,_. CH� T�I'E A. •• MICHOFl•1NCHOR IYWB •TYPEC -•_-•_._•-.•--•-_•____•__ ANWAR ea. At ANC004 TYPE B•TYPE ANCHOR CI A!J10R •-� SIGH w *tw *lb ANCHOR TYPEC ANCHOR TYPE At ANCHOR TYPEBl ANCHOR TYPECI 60 60"1 6• 6 I. • 5.1 8.1 6 6 8 4 6 8.1 78" 6 6 8 3 4.5 6.3 6 6 6 3 4.5 6.3 96" 8 6 6 - 3.5 •• 51 ••1 6 6 I! 6 4 5.1 126" 6 • • 9 r' • 0• • • - • . # 4M 6• 6 �•6 8 - 3 4.1 144" 6 •� • • i • •••• • 6 6 - - 3.4 154' 6 i • 60 •' • 3: 6•p.6 6 - 3.2 65 60" 0 ••6 • 6• 3.7 5 7.5 6 6 6 3.7 5.5 7.5 78 6 6 6 - 4 5.8 6 8 6 - 4.5 5.8 96 6 6 6 3 4.7 6 6 6 3.5 4.7 120" 8 6 6 - 3.8 6 8 6 - 3.8 148" 8 6 6 - - 3.1 6 8 6 3.1 70 60" 8 6 6 3.4 5 7 6 8 6 3.4 5.5 7 78 0 6 6 - 3.5 5.4 6 8 6 - 4 5.4 96 6 - 6- 6 - 3 4.4 6 - 8 - 6 - 3 - --4.4 ' 120" 8 6 6 - 3.5 6 6 8 3.5 143" 8 6 6 - - 6 6 8 - - 60" 6 6 6 4 6.1 6 8 6 4.5 6.1 $ 78 6 6 6 - -3 -4.-7- 6 6-�_.._8 3.5 4.7 96 8 6 6 - 3.8 6 6 6 - 3 3.8 6 6 6 - 3.1 6 6 6 - 3.1 1� 8 5.5 6 - - 6 6 6 - - . 10 60" 6 6 3.5 4.9 6 6 8 - 3.5 4.9 78 8 6 - - 3.8 6 8 6 3.8 96 6 6 - 3.1 6 9 6 3.1 "5.Z0" 5 5 5.5 - - 5 5,5 6 ' 195 60" 5 5 5.5 - 5 5.5 6 - - - 66" 4.5 4.5 5 - 5 5 5.5 . OPTIONAL BUSHING TOP/BOTTOM) #14 x 3/4" S.M.S. 12" O.C. Min. 1M'0-20x3/4" S.S. BOLTS W/ NUT & WASHER I© 9' O.C. OR 014 x 3/4' S.M.S. 9' O.C. BUILD -OUT INSTALLATION SECTION C1 i 41 May 18th, 2016 z O z FL i Q CO:% LOLL N o ?9 E op 0 co x •-u"u 17 ACT rau ADI88-13 O OT 10 ANCHORS AT TUBE END SEE CHART BELOW / d A - SEE SCHEDULE F- FOR Mln. SEPARATION - f TO GI ASS •./ k E.D 1 1f2" Mlle CONCRETE ANCHORS (SEE SCHEDULE) 1" Min. ALUM. TUBES SEE CHART ON RIGHT #14 SELF DRILLING SCREW @ 6" O.C. TYP. OPTIONAL BUSHING TOP/BOTTOM) 114" 0-20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x 3/4° S.M.S. © 9" O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED NOTCHE OPTIONAL POSITION BUILD -OUT INSTALLATION SECTION M • • ••• • •• •• • •• • •• • • •• •• •• • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • ..• ALUM. TUBE SIZE OP[.MG WDTH MAX. HEIGHT DESIGN LOAD (NSF). • . ANCHOR TYPE "A' ANOtOn/YPW G" • • 2"x2'xt/8" 42" 88" 65 61 . • 2"x35(1/8" 60" 88" 65 65 2"x4"x1/8" 78" 88' 57.3 62 78" 84" 60 65 • • 78" 77' 65 65 • MAX. DESIGN LOAD FOR TUBE SIZES & ANCHOR TYPE USED SEE CHART ABOVE Vv MIN. 4 tV# NZ _'PTIO r : FOR ANC '=>150. SIUSE (2)- ETE : OCK 4" MIN 3" TYP l •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • INTO GROUT FILLD CONCRETE BLOCK KWIK- BOLT 2 1/2" MIN. EMBED INTO E DIST. AND 4" SPACING MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + SECTION M BOTTOM MAXIMUM SHUTTER SUBSTRATE CONCRETE DESIGN LOAD SPAN ANCHOR SPACING ( In.) *Pd" (PSF) Rucul ANCHOR PIPE ANCHOR TYPE C 60" 8.5 9 65 72" 7 7.5 84" 6 6.5 88" 5.5 6 • • o•• • • • •^� :ALUIl! ZdEtE OR ANGLE • • • • ; • OpirX. WIDTH SHUTTER OPEN'G WIDTH • • 1 ///// /r ALUM TUBE OR ANGLE Ij TOP / BOTTOM (OPTIONAL) 1 r 1114. NSA 1. /.4 d4i 3 E #20486 Hrrs 111-41-3.11 v AD16 33 E OP 10 May 18th, 2016 CONCRETE AVOORB 0.G. POURS: WAXEN ROMPED Pre MVO Ks..E non ILOCAnim AP*. O O O ©-11‘ aaaaaa��r (OPT BT AL (S L� (SEExNOTES) SECTION E 00 0) K W = W Ny0 • SECTIONMALE :SIP P Q d1 O0,©YI @• Ot®03® 0 ° ADPM/AL AMMO POWWOW AT. .OIAN SECTION Di (& MUL aaLE: ar. r rx?x.1as KUMMNYTUBE 710a SM'S.S. S.M. S. OR118.O Axu". POP RIVETSL� 8.0 C (Typ.) ?xa'x.126' ALUMINUM TUBE 0 I' /) '..; mPRDBNLJ SECTION El K 12'S EOBLE: A•'•y' Or OP 8O 49 E NOTES •. •.. S011E0 (SEE NO p6LOPBaWL S07fm P2RHAMILE ATt NSSAN Ys CO. Cud Melt ANGLE (STE NOT E5) CPEMOPTIONALSLITIED PAMAFGRNAMIE AAlt MIOSPAN f1x9/.TS. S. aM S. ORMa 0 Un. POP RNETS• IV O.O.(YPI 0.7a.mY 8 Num. ANGLE or (SEE (SEE NOTES) OPENO PAINAL BLOTTED AMA FOR IPPOLE PAIOAAW a•x a•x. ALUM UMT 0 SECTION E2 0 CO CIPTiA,RI SOMA FORMI[fi SIDED SECTIO SHE: xP 0 1'x1'x 05 Cunt AUm. •108S'.1'S.S. S. M. S. ORME.0 Mum. POP RIVETS • 1B' O. C. ans.) 3l 1•xi'a.08r Cont. Alum.ANGLE • • r • 1� • I'1 I' 411110. IIL E0. EQ nae DTIOA (OPNUWLI • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • ••• • • • • 'Am cd}laETe • REO•EO • • • • • CTE MCHO • • 421PO.0 • • • • • • ItBx3M'S♦�♦A kNtyy.. • • • • • • • 'e ORT[•OR 1.1' x 1 tl•1N 1l1' x2'ORY(YORa'4YORa'a a• OR 2.1, x .0ES' Mm TRIOR AA.,. ANGLE CONCRETE ANCHORS ®16.O. C. POURED CONCRETE REOlITEO END CONNECTION DETAIL OPTIONAL SLOTTED MOLE TO EE COY200290 NYLON CAP AT Tiff TIME SHUTTER IS CLOSED AT 1URRICASE POSITION. rt?x125. ORS•x8"x.0B0' Mum. /USE POST 00SITBALLOTI N1AYrIAb" POP • • • • ••• • • • • • •• •• • • • • • : N07VS PQR LOCKING OF®& 't'USH BbTTOMZOCK J MAY BE USED FOR • INSTALVVIIOPfS SECUR D FROM THE OUTSIDE OR I SIDE OF SHUTTER. WHEN INSTALLING J) FROM THE OUTSIDE, A 7/8"0 •11073HAeLVBE DRILLED AT H AND • MU3•FBE RIVETED FROM THE ACK OF • •'LO:HE FRONT W/ (2)3/16"0 ALUM. POP • RIVEIC A•18"PJ HOLE MUST THEN BE DRILLED AT 11 TO ALLOW FOR J S PIN TO PASS THRU. WHEN INSTALLING J FROM THE INSIDE, {J) MUST BE RIVE TO (D W/ (2)3/16"0 ALUM. POP RIVETS. A 3/ ' 0 HOLE MUST THEN BE DRILLED THRU H AND ©1 TO ALLOW FOR JI'S PIN TO PASS THRU. 2-5/16"x1" LOCK 1 M Y BE USED Z 8 ALTERNATIVELY© JJ LOCK FOR 0 ig INSTALLATIONS SECURED FROM THE OUTSIDE W � OR INSIDE OF SHUTTER. IN THIS CASE, A 5/16"0 . 0 HOLE: SHALL BE DRILLED THRU O AND e. HOLE DRILLED TO li SHALL BE TAPPED TO ACCEPT 18 THREAD PER INCH MACHINE SCREW. g NOTE: END CONDITIONS SHOWN CAN BE INTERCHANGEABLE. /eVATSORIf.8WTUBES' IRZE a i4a % 2S LC�}.� ALUM. ANGLE TBES' 411(114; CONO2ETEAHChnR3 OP OLA• EA. MOLE ISOMETRIC EDGE ° MOUND (CORNER POST) (Typ, AT TOPE BOTTOM SLABS) ELEVATION X :.oar 44. �LL/Alvttttt `�}E��,, )l20488 tioN •'#'4sea tiSygiBlteUn gg /10 fug .ak•i. (10't u on L••+u d • 0/:e:(43. AD18 13 707 ie May 18th, 2016 V) t- +I LO O I � u f iiy�Nrl Erair��r C,I."•li YR ,. , (. mva M1.'?C]JS� 1�1,.�t�, 1 ypp tiYCC� !^/�� 14?^+�',� �( 4 �+� 1. +'' ( I I�.itL iY� • ,Irf I° . x• ,1( , , ! Ircf.;< o'1I �,, Inwa' ■' � ^ ^1 I r galimd iriiii � 1, hold �Mm MIMills1arg��� �■�■ I ®OR©0 Ot®0RVOR® D 0 TOP/BOTTOM (Of1GL4L) TYPICAL ELEVATION OOR J1 SEE NO ES ON SHEET 7 OF 10 LOCKING SPECIFICA IONS • • •.. • . •• • • • • • • • • • • • • • . ••.• . • • . . •.• • • • • .•• • . •.• .• •. • • • • . • • • • • • - - GENERAL LIMITATIONS AND COMMONS OF USE FOR G OR 0,1 WOE ACCQRDIAIJ, SHUTTER SYSTEM • • • ; • WORKI .1N.uNISON ANTH 6' 9LADES. • • •• . • . • • •1. • • MAXIMUM SHLRT • ER SI: • 13Ii. • SSURE RATING, MAXIMUM • • A11,481-1bR SPACING AND MINIMUM SEPARATION TO GLASS FOR G' AND G1' WORKING IN UNISON WITH G AND G1 AREAS PER SCHEDULES ON SHEET 3, 4, 5 & 9. 7• • • • MAFINIUMMFOR A AR&R#411 G', G1' IS t12.625" x 6.28" AND • • • STIliE 1C ED HIN TH(• CENTRAL 50% OF THE SLADE • ••• • • • • S N• •• • • • • • • PERFORATED FA. CO FCI! G1RAEST BE SOLID AT THE TOP AND BOTTOM 25% OF BLADES SPAN, 3. PERFORATED BLADES G', GI' SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4, CENTERMATES H, H 1 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES G, G1 AT EITHER SIDE OF EACH CENTERMATE. STARTERS AND CENTERMATES MUST BE ALWAYS SOLID. STARTERS CONNECTION TO EXISTING BUILDING OR TO END/CORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET 7. SECTION S-S THRU G MALE/FEMALE BLADE 2 00000 000.0. 0•0 000 0000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 000000000 00000000 0000000�_ TYPICAL G' PERFORATED BLADE ELEVATION Nits. e�I 1 AU I Dili 111 mi #20488 �FL liciaW DM Dins sr �e11.-aw C7"+t aSS/OtANN't Or' AD16 29 8 OF LO May 18th, 2016 �,®a® LIGHT DUTY SHUTTER WALL MOUNT, CEILING MD FLOOR INSTALLATIONS 1111111111111111 W/ A1, A2 A3 TRACKS CENTERMATE HL & BLADES G G1 a • •• • • .• • • • • • • es ••• •xO 7 CONCRETES BORC•• 1•• ••• •• POURED 100. •�3.�••{. ,fir • • • • NOTE: • •• • • )3' • • END CONDITIONS SHOWN .: CAN BE INTERCHANGEABLE, O (SEE K REST IP TOP/ SOTTO (OPTIONAL) TYPICAL ELEVATION MAX SHUTTER SPAN "L" MAX. DESIGN PRESSURE Cr +1.75 PSF 108" +1.70 PSF CONCRETE ANCHOR (SEE SCHEDULE FOR SECTION A ON PAGE 4) MAX. SPACING LIMITED TO 6' O.0 EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED f-3.26' MIN.---, POURED CONCR• OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCH (SEE SCHEDULE F SECTION A ON PAGE 4 MAX SPACING 1IMITFD TO 0,4 x3^ S S. S.M.S. W/7/16'0x 7/8' LONG NYLON BUSHING 6,61 OPTIONAL Q BUSHING TOP/BOTTOM) CONCRETE ANCHORS (SEE SCHEDULE FOR SECTION A ON PAGE 4) MAX. SPACING LIMITED TO 6' 0.C. WALL MOUNTING'INSTALLATION SECTION L1 Boaz . EXISTING GLASS — E--3.61° 014x3' SS SM.S. 7/8 LONG NYLON BUSH p. TOP 8 BOTTOM) I014x2'SS. _ S.M.S (Tyy. TOP 8 BOTTOM) Ge °ID OPTIONAL BUSHING TOP/BOTTOM) 61 x 3/4' S.S. S.MS. (1/12"OC. �• EDGE OF SLAB IF APPLICABLE ANCHORS POURED CONCRETE (SEE SCHEDULE FOR REQUIRED SECTION A ON PAGE 4) MAX. SPACING L:M/TED TO 6" 0.C. CEILING & FLOOR MOUNTING INSTALLATION SECTION L2 sots, air.,• 3.61" 3.61 • • • • • • • • ••• • •• •• • 0 • •• •• • • • • • • • •• • • •• • • ••.• •1 • • • • -• • IV • • • • • • • • 3.61" SECTION G-G 361" • • • • r • ••• 3.61' OURED CONCRETE REQUIRED CONCRETE ANCHORS @18"O. C. 010 x 3/4' S. M. S. OR 3'16 0 ALUM. PCP RIVET 4018' O. C. 151' OR 1'42° OR 1 1/2" x 11/2'OR 11/2"x2"OR2' x 2 OR2'x 3" OR 2'x4' OR2x5"x 055'MIN. THICK ALUM. ANGLE 4.-2.451"--0 3.826' J c $ y S is', O B. o I m -"�`' 7.232•-# t+) ep m f`il .23 71, 2000' i8 59" 81 825 8 75 00 HEADER (& INVERTED) .0 3" .0 OWALL HEADER .0 (& INVERTED) 3" OWALL LIGHT DUTY LIGHT DUTY 1.826" 1.581" , 1.720^ 053. 'i 1.23 — `to !�. it , 0750 3.836' HL CENTER BLADE 7 • f :1 ' .0 .0 CEILING HEADER (&INVERTED) I " LIGHT DUTY A7 LIGHT DUTY NEW SHEET I 0 2 i 0 S 2 i • W 2g S M L' 2 ZU^� O 05O6 64d o I %** i7�///• pip. :5: 1 �7 L #2048B Y0T10 May 18th, 2016 EXISTING GLASS - EXIST! GLASS. EXISTING GLASS. 1/4" 0 LAG SCREWS @ 6" O.C. IN/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE # 14 x 3" S.S. S.M.S. W/ 7116" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) O I.L%, WOOD HEADE REQUIRED SEE SCHEDULE OR Min. SEPARATION TO GLASS ALTERNATIVE 1 2"x 4" WOOD PLATE REQUIRED. #14x2"S.S. S.M.S.(Typ. TOP & BOTTOM) 1/4" 0 LAG SCREWS @ 8" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNA IVE 3 EXISTING GLASS. OPTIONAL BUSHING (TOP/BOTTOM) R @OR@ /4" LAG SCREWS @ 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE WOOD STUD @ 24 O.C. MAX. REQUIRED. ALTERNATIVE 2 1/4" 0 LAG SCREWS @ 6" O.C. W/ 1 1/7' Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE 1/4" O.20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. 1" Min. # 14 x 3" S.S. S.M.S, W/ 7/16° 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) WOOD HEADE EQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS #14x2"S.S. S.M.S. (Typ. TOP & BOTTOM) on®1 2"x 4" WOOD PLATE REQUIRED. EXIST! GLASS. ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE: 1/4"=1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS F 2"x 4" WOOD PLA REQUIRED. 1/4" 0-20x3/4" S.S. BOLTS WI NUT & WASHER (09"O. # 14 x 3" S.S. S.M.S. W/7/18"Ox716" LONG NYLON BUSHING (Typ. TOP & BOTTOM) 14 x 2" S.S. .M.S. (Typ. TOP & BOTTOM) 0 B (TO 0-20x3/4" S.S. BOLT T & WASHER @ 9" 0. x3/4" S.M.S.@9"OC W/ 1 1/2" #14x2"S S.M.S. OPTIONAL BUSHING 1/4" LAG SCREWS O.C. W/ 1 1/2 Min. THREADED ` NETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS 6 SCALE: 1/4"=1" 4 x 3/4" S.S. S.M.S. @ 12" O.C. Min. 1/4" 0-20x3/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x 3/4" S.M.S. @ 9" 0.C. NOTE: WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • • • • • •• •• • • • • • • . • • • • • • • • • • • • • • • • •• • •• •• • • • • • • • • • • • • • • • •1/4" 0 StFiaI`LING SCREW (GRADE 5) @ 6" O.C. • E . • • • 111,92 i I� / I WOOD TRUSSES OR RAFTER @i4" 0.C. 42EQUIRED 1m" x 4000 6063-T6 Alum. PLATE 8/ (3) 5('B aix4" LONG "ELCO" ULTRACON TO CH lipAFIIER OR TRUSS. LOCATE SCREWS .gTl1IDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 21/2" Min. THREADED PENETRATION. - #14x3"S.SSM.S.•• • Tait • BUSHING • _ I� •• L • • • (T�p.TOP1,BOTTOM) BUSS • • G • • • • .' • • R14�x2"! •• • S.M.S. (Typ TOP EXISTING E E SCHEDULE & BOTTOM) GLAS 9 ORi/ITO in.SEGLASPARAS �Olj N —111-- 4)°R® ALTERNATIVE 1 S ESCHEDULE FOR Min a. 0 O O� OPTIONAL 1/4° 0 I A(.SCREWS BUSHING @ 6" O.C. W/1 1/2" Min. (TOP/BOTTOM) THREADED PENETRATION TO EXISTING WOOD DECK. 2" x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) ALTERNATIVE 3 SEE SCHEDULE FOR #14 x 3/4" SM.S. @ 12" 0.C. 2' x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL TO 70 ps.f. AND 9"-0" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, WI SPECIFIC DENSITY OF 0.55 OR EQUAL/GREATER. 1/4" LAG SCREWS @ 8" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 6 ..+'"'°WAN 00 CO 4 Z 2 Z N 6 020468 10 OP 10 May 18th, 2016