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WS-19-285Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Location Address Parcel Number 46 NE 92ND ST, Miami Shores, FL 33138 1132060130040 Contacts Permit NO.: WS-02-19-285 Permit Type: Windows/Shutters Work Classification: Shutters Permit status: Approved Expiration: 08/12/2019 BARBARAJENKINS Owner 46 NE 92 ST, MIAMI SHORES, FL 331382812 ATLANTIC SHUTTERS, INC Contractor KEVIN KENNEDY 15421 W DIXIE HWY, MIAMI, FL 33162 Business: 3059457277 Inspection Requests: Description: INSTALL ACCORDIAN SHUTTERS 7 OPENINGS Valuation: $ 3,258.00 Inspe` Lion R9 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.55 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $9.00 Technology Fee $4.25 Windows/Shutters Fee $120.00 Total: $191.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $191.00 Check # 6544 02/07/2019 $50.00 Check # 6558 02/12/2019 $141.00 Amount Due: $0.00 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 and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date February 12, 2019 Page 2 of 2 \� 1 Miami Shores Village Building Department RECEIVED ` J 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB 0 7 2019 Tel: (305) 795-2204 Fax: (305) 756-8972 c /._h INSPECTION LINE PHONE NUMBER: (30S) 762-4949 %� F\\BC 201L-q BUILDING Master Permit No. u v S `ci PERMIT APPLICATION Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 46 NE 92 Street City: Miami Shores County: Miami Dade Zip: 33 13 8 Folio/Parcel#:11-3206-013-0040 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Barbara Jenkins Phone#: (786)897-1273 Address:46 NE 92 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Atlantic Shutters, Inc. Phone#: (3051945-7277 Address: 1970 NE 153 Street #7 City: North Miami Beach State: Florida Zip: 33162 Qualifier Name: Kevin Kennedy Phone#: (305)945-7277 State Certification or Registration #: CBC1251102 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 3,258.00 Sguar inear Footage of Work: 146 Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace Description of Work: Install accordian hurricane shutters 7 openings Specify color of color thru flle: Submittal Fee $ Scanning Fee $. Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structure' Review- $ Zip: ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ � C)o (Revised02/24/2014) -- r' ­I,—'� --• T��-� P�IM�!�ig1f.M."^4sr��.'s+�.i+`� V�� i.. .. „ ... , .:.. � .. t Yr41,.o%H+'ry+�..j..w. .. ..._. ... ..... .. .,.... � ... .. .Y✓�4T•5�1MLVi'1.1�?� i�F Banding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zi 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: Asa 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. SignatureA T /_ OWNER or AGENT The foregoing instrument was acknowledged before me this -p� S� day of TebWaP� 20�� by OACLI Le, apiA k i 11S , who is personally known to me or who has produced b E- identification and who did take an .oath. NOTARY PUBLIC: Signature LIZ L�i %, '" CONTRACTOR The foregoing instrument was acknowledged before me this -5— day of 1re, hrurw4 20 1 q , by KP U i n kergn ,9 ei-f —,who is personally know to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: I/r�nn lrG''a �I Sign: li�,/ ei / -- Print: Cd < <i ^ AM ht be_ Fo S Print: W lj A-rh A 95# ks k t S pre swaar.w•�..•a..nar.w.r.�saa�em .,_ gern,wnr.e�wr--.. _.^�a,ert*_. .ram► -- Seal: ri; WILLIAMA rELSKIS Seal , •� 'viLLIAMA.BELSKIS c r` MY CONIMISSION'GG 031359 , a `x h^' �OMMISSIC;N 4 GG 031359 EXPIRES October 29, 2020 :.'• ,;.Xr InES: October 29, 2020 y,• 5, Fo1 `:•' Bonded Thn Notarr Public Underr:nte s9on9ed Thru Notary Public Underrriiers u a lsrl4�tY APPROVED BY Plans Examiner Zoning (Revised02/24/2014) StructuralReview Clerk Property Information Folio: 11-3206-013-0040 Property Address: 46NE92ST (Miami Shores, FL 33138-2812 Owner BARBARA JENKINS Mailing Address 46 NE 92 ST MIAMI SHORES, FL 33138-2812 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/3/0 Floors 1 Living Units 1 Actual Area 2,669 Sq.Ft Living Area 2,094 Sq.Ft Adjusted Area 2,234 Sq.Ft Lot Size _ 9,675 Sq.Ft Year Built 1948 Assessment Information Year 2018 2017 2016 Land Value $241,547 $241,547 $241,547 $164,020 Building Value $163,295 :r163,658 XF Value $1,138 $1,155 $1,173 Market Value $405,980 $406,360 $406,740 Assessed Value $163,648 $160,2831 $156,987 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $242,332 $246,077 $249,753 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Widow Exemption $500 : Not all benefits are applicable to all Taxable Values (i.e. County, r School Board, City, Regional). IShort Legal Description 1 5341 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 7 & E1/2 LOT 8 BLK 1 LOT SIZE 75.000 X 129 OR 11937-332 0983 5 Generated On : 1/29/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,500; $50,000 $50,000 Taxable Value 1 $113,148 $110,283 $106,987 School Board Exemption Value $25,500 $25,W0 $25,000 Taxable Value $138,148 $135,283 $131,987 City Exemption Value $50,500 $50,000 $50,000 Taxable Value $113,148 $110,283 $106,987 Regional Exemption Value $50,500 $50,000 $50,000 Taxable Value $113,148 $110,283 $106,987 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/01/1983 $80,000 11903-3087 Sales which are qualified 12/01/1977 $49,000 09902-0069 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disdaimer.asp https://www.miamidade.gov/propertysearch/ . `. �'"""""1 /29/2019 ATLANTIC SHUTTERS, INC. �6I,,A. 1970 N.E. 153rd Street - Suite 7 - North Miami Beach, FL 33162 Tel: (305) 945-7277 - Fax: (305) 945-1131 [� CBC1251102 NAME- ' I /1 ��1r1% S DATE ADDRESS `� )v E, 7-S1-PUTT PH: HM y CZ //73 CITY 611 4,STATE hl zIP33136 PH: WK U i PRODUCT alaWil® UNUSUAL OPENINGS MW�����3'r,•©�� ��il'�L�L►�►3�' IT r���Q���'.�i1116�L�;:I�IIu<11�1�ri���(flrl�f���, ��� ��r�� PRIME PRICE I SALES TAX i _ 1 ' • VL, TOTALI DEPOSIT (50%) BALANCE $ I, , '1211111 (DUE UPON INSTALLATION) D DELIVERY b. f M OF PROPERTY © ►i ub 0 'Estimated delivery time starts upon receipt of all completed fors required for installation: Le.: permit applications and Homeowners Assocladon Approvals. Terms and Conditions ATLANTIC SHUTTERS, INC ('SELLER')AND THE PURCHASER AGREE TO THE SALE AND INSTALLATION ANDIOR DELIVERY OF THE ABOVE SPECIFIED GOODS FOR THE ABOVE SPECIFIED PRICE UPON THE TERMS AND CONDITIONS HEREINAFTER SET FORTH AND CONTINUED ON THE REVERSE SIDE OF THIS CONTRACT, INCLUDING THE DESCRIPTION AND LIMITATIONS OFALL WARRANTIES AND GUARANTEES ARE INCORPORATED INTO THIS CONTRACTAS IF FULLY SET FORTH ON THIS PAGE. THE TERMS AND CONDITIONS OF THIS CONTRACT MAY NOT BE MODIFIED EXCEPT IN WRITING SIGNED BY SELLER'S DULY AUTHORIZED REPRESENTATIVE. THIS CONTRACT NOT VALID UNTIL AGREED TO AND ACCEPTED BY COMPANY. Purchaser certifies and acknowledges by his signature below that he has read, fully understands and accepts all of the terms and conditions of this Agreement including those on the reverse side of this Agreement and that the terms herein contained are the entire Agreement between the parties and that hislhedtheir signature(s) hereto has not been obtained or Induced by any promise, agreement or representatlan not con hied herein and that helshelthey has/have received a copy of this Agreement BUYER'S (PURCHASER'S) RIGHT TO CANCEL: THIS IS A HOME SOLICITATION SALE, AND IF YOU DO NOT WANT THE GOODS OR SERVICES, YOU MAY CANCEL THIS CONTRACT BY PROVIDING WRITTEN NOTICE TO SELLER IN PERSON, BY TELEGRAM OR BY MAIL THIS NOTICE MUST INDICATE THAT YOU DO NOT WANT THE GOODS OR SERVI,linES AND MUST BE DELIVERED OR POST MARKED BEFORE MIDNIGHT OF THE THIRD BUSINESS DAYAFTER YOU SIGN THIS CONTRACT. IF YOU TIMELY CANCEL THIS CONTRACT, YOUR DEPOSIT WILL BE REFUNDED. AGREED AND ACCEPTED BY S LL R' PURCHASER: R P ' S T TIV : DATED: AGREED AND ACCEPTED BY COMPANY: Jenkins Residence 46 NE 92 Street Miami Shores, FL. 33138 Mean Roof 13' Peak Roof 16' Pos 40.1 Neg -53.7 ----IS BY DATE �,rF�O,vEO - 2 17i nraT 40" x 52" 40" x 52" RECEIVED FEB 0 7 2099 tiia--ram=�wrt:.. •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l FEUERAL 40" x Yi 40" x 52" A.L,,,FAROOQ CORPORA'T'tION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CLADDING WIND STANDARD: ASCE 7-10, FBC 2017 EDITION FOR IMPACT RESISTANT SHUTTERS OR WINDOWS WITH SHUTTERS County: Miami Dade Wind Speed: 175 MPH Risk Category: II h Exposure Category: C Tributary Area: 10 FT= e Roof Slope: >10' 1. Client: Atlantic Shutters Inc. 2. Project Name: Jenkins (Residential Projects Only) 3. Project Address: 46 NE 92 Street Miami Shores Florida 33138 City State ZIP 4. Building Height: _13' (See Figure 1 above) For building equal or less than 40 feet high Mean roof height Maximum Design Load (PSF) EXT. (+) INT. (-) ® 15 40.1 53.7 ❑ 25 44.8 60.0 ❑ 30 46.2 61.9 ❑ 35 47.7 63.8 ❑ 40 49.1 65.7 Notes :- - Table above shows maximum design load for shown building height in end zone. - Load, positive and negative are taken a� I mean roof height and appIr t all floors. • • • .. . . Disclaimer:- • • "' - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. .. ... -No portion of this document maybe used or reproduced many manner. (except, however, for that portion of ASCE 7-10 set forth l e;ein� • • JA'vArD • , P.E. . *-FL 40592.• 11 .A.N.#3538 .. 9360 Sunset Drive, Suite 2201 Miami, FL 331731 T: 305.264.8100tP: 395.26?..69.78f %�W.aftene.cbtn 1 alfgrooq@afceng.com ... . . . ... . . Miami Sliores Building Department Product Approval Schedule / Comparison Chart Address: 4 _ ca ne— �°ert>!ait No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Qpenin Shutter Required Mullion Required or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Impact Yes '/ No (+) PSF (-) PSF (+) IISF (-) PSF H3,6 — a v l- 251ic2.. 1 3 40 Sz . . ... of 0 40,-3q ...... .. K. L .... .... f5K Z .... ... i _ Wholesale Al )USTRIES uminurn and Building Products A Division of ABC Suppy Co., Inc. Product Approval Authorization Form (5 s` To whom it may concern: Town & Country Industries hereby authorizes AT(c,.4-tc To use our 6.8/SL /HR Accordion Shutter Systems product approval # FL13757 on the following jobsite Se-v, L 'I's Address: Ll(o AF— OiZ Mcu,tA- 1�'\4rv:, ,&L. 3 3 f 3 �r No deviations from the approved engineering are allowed without a Florida professional engineer's signature and seal. All appropriate county codes apply. This form is not valid without a raised seal and authorized signature. ,'Town & ' .. . ....... thorized representake: •::::::': • •• ..• .. . . . .. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lu r ionaa tsuuamg. uoae unlme Page 1 of 2 ,:...:.ir.aY{li.,k?a.,r. frt:.•I�:iia ,. �.�F.,,-ii R#.'`"�..rr.. t_.t��s� ti..n. Yr �.�✓r:'oaik »:� r�n,. ^'. SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Florida r goProduct Approval USER: Public User Protluct Ao_oroval Menu > ProduR or Aooli ation Search > Aooiicatio'. • ,4 > Application [).tell FL # FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ell' Publications FBC Staff BCIS Site Map Links Search Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature f ,-ank Bennardo frank@engineeringexpress.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory .ccordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E V' Validation Checklist - Hardcopy Received Certificate of Independence FL13757 R6 COI Ind pj,pdf FL13757 R6 COI Ind D2,pdf FL13757 R6 COI IndeD3 odf Referenced Standard and Year (of Standard) �__'_-J • • • • • • • • ,y• • • • • ••• • Year ysTlh F}g$6 • • • • 2006 • • • A13TM E1996 2005 ASTM E330 2002 •TOAS•?jil • • 000 • 1994 • TAS 2D2 • • • • • • • • • • • • • • 1994 • V 203 • • • • • • • • • • • • • • • • • • 1994 or • • • • • • • • • • • •• •• • • • •• •• httPs://www.floridabuilding.org/pr/pr_appjtl.aspx?p alm*wU�ElXQwtDgvgk7yHMuo... 12/29/2017 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 13757.1 6.8 Acrnrdion Shutter Florida Licensed Professional Engineer or Architect FL1337 7 R6 Eauiv Eauivl odf FL1,2Z57 R6 uiv _Eauiv2.Ddf i_13757 R6R6 Eauiv Eauiv3 Ddf Method i Option D 08/09/2017 08/11/2017 08/22/2017 10/10/2017 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation drawings for allowable span/pressure combine ' datttf ona limitations of use. i 2 6.8 Streamline Shutter Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See installation drawings for allowable an/pressure combinations and additional limitations of 13757.3 E.A: Essc,* tie acl I Limits of Use' Approved for use in HVHZ: No Approved for use outside HVHZ: Impact Resistant: Yes Design Pressure: +110/-128 Other: See product drawing for additional information, anchorage, etc. Description Large Missile Impact Resistant Accordion Shutter System Installation Instructions FL13757 R6 II Dwa ,i)df Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports Party: Yes Large Missile Impact Resistant Accordion Shutter Installation Instructions FL12757 R6 II Dwa2 odf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL13757 96 AE Eva12 Ddf Created by Independent Third Party: Yes u 'w' uiun snut[er ap Issile level "E" for use with essential facilities and wind zone 4 applications. Installation Instructions FL13757 R6 II Dwa3 Ddf Verified By: Frank L. Bennardo PE-0046549 Created by Independent Third Party: Yes Evaluation Reports FL137-97 R6 AE Eval3 nrff Created by Independent Third Party: Yes Back Next Contact k :: 2601 Blair Stone Road Tallahassee ci anoo phone; 85_ 0j7_11A The State of Florida is an WEED employer. Coavrloht 2o07- oi3 crate of Florida, :: Priva[v • e nt :: em+5gb Ht 5 atpn+ant :: Refund Statnrn nr Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter. 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email atldresg v�tuch n 1� mae# avaigbleato thOAbllc. To determine if you area licensee under Chapter 4j F. p as cl• • Prooluct ApproAl A Its • • • • • • .r.Safefd • • • • • • • • . . • f • • • • • • • • • • • • httPs://www.iloridabuilding.org/pr/pr a • • • • • Q • g _ pp dtl aspx.param wGEVX wtDgv k7yHM . uo �.... R'sT, ENGINEERING EXPRESS® MOW PRODUCT EVALUATION REPORT EN©INEERIN® EXPRESS® PRODI, OT EVALU11 ATION' August 4, 2017 Application Number: FL13757.2A6 EX Project Number: 15-2339 ` EXPERT REPORT 1. Product Manufacturer: Town S Country Industr:e:, Manufacturer Address: 400 West PsicNab Road Ft. Lauderdale; FL 33309 a Product Name & Description: 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter Scope Of Evaluation: This Product Evaluation Report is being Issued in accordance with the requirements of the Florida De artment of Business and Professional Regulation (Florida Building Commission) Rule Chapter F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with1he Florida Building Code Sixth Edition (2017) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTg EX drawing #15-2339 fitted "6.8 Streamline Shutter", sheets 1-11, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation. Report. • - TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 / TAS 202 test standards per test report(s) #HET1 0-3024, HETI••;10-3026, HETI-10-3033, and HETI-10-3034 (signed and sealed by Candido F. Font, PE) by Hurricane Engineering $ Testing Inc. (HETI). Large missile impact resistance and,,cyclic loading F:3rformance have been tested in accordance with ASTM E1886-05 & E1996-05 / TAS 201 $ 203 test standards per test report(s) #HETI-10-3035, HETI-10- 3036, HETI-10-3037, HETI-10-3038, HETI-10-3039, HETI-10-3043, HETI-10-3042, HETI-10-3041, and HETI-10-3040 (signed and sealed by Ctal.dido F. Font, PE) by Hurricane Engineering & Testing Inc. (HETI), in addition to test report #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory, LLC (HTL). �1111111111� `��� BEN • STRUCTURAL- ENGINEERING CALCULATIONS.. Original Eagi Structural engineering calculations have been re a d whicFi .. d firF• evaluate the product based on comparative and/or tatiiival • ; h tjo h analysis to qualify the following design criteria: • • ... : •,� w ; . No 9 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation • • • • • ran k e • .. W P1500454� ^ oP.•' �� 160 SKI W 2TM •• •� •. ,r, AVENUE SUITE 10C, DEERFIELD BEACH, FLORIDA 334412iii1l PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGf VP.ESSwCUM• ••• • • . V�PMJlpT011F]]01 M\TPEAIM,Y.pO,,. • • • • • • • • "PMTlftq/q.,f0"10U FWp�pM{pp����,�_..`Tni'=�'Ni177{l�,�pp — August 4, 2017 Town & Country Industries -- 6.8 Streamline Shutter . 1 Page 2 of 2 4. System Porosity y 5. Anchor Spacing 6. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities. An equivalency letter Is provided with this evaluation report for equivalency to ASTM E 1996-09. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for In the engineer i.og design of this product. Wind Load Resistance This�product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). . Installation The product fisted above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed In this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ) E .. .•. . . . . . .. ti .. . . • . . . • . . • a •• .•• •• ._ . . .. . . .. . . . . . . . ••• . . . 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0:60 - FAX:•(954).�54-04a3 ENGINEFW--NU?XAES9.C;QM • • • 11 wvroecra+a»�u•*�w++e.rM.wwrert��ia.ronim.ri0!• • • • • •. °1pi0"w&i011�U�+wtR�lhsooc 9 _�.8 -STRE FOR USE WI NMU..H:U` TER GENERAL NOTES: I 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH ZONE, AND THE ITNTERNATIONALL BUILDINFOR USE G WITHID OUTSIDE THE N(IBC) ND INTERNATIONAL RESI H VELOCITYHURRICANE CODE ZIRC). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN M E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE OC `* No PE004654 STATE OF �i s F<ORtOA IWM1114s 80N / IIINJ V REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE s N � LL`(a '�1IillIlll FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO.THE POSITIVE OR NEGATIVE DESIGN W a .x PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ?a W�'s€ 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. (� 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 or m rrZ ° Z �"D Zw SAFETY FACTOR. Q S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND WW w •.z. ZONES, IN ACCORDANCE WITH ASTM 1996-09. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW .. CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND W xw LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. a O W tl1 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE N w *�+ D DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR u°C, WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 N SHALL BE USED. _ ¢ n 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICEn v� r s SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME /> PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER U '� 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR o, m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM c tr THE STRUCTURAL SUBSTRATES DETAILED HEREIN. J020 re J02 o r� 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS. WILL VOID THE APPROVAL Apo DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING ?BROACKM .. w f 0 i OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BL PREPARED, SIGINED, DATEDAND AND K I✓ � w SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSIIFY THE DEVIATION . AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANIS E 3 13. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPi VIEWS _� c g INFORMATION: TOWN & COUNTRY INDUSTRIES TYPICAL ACCORDIO FORT LAUDERDALE FL m MISSILE LEVEL D - ASTM E-1813�; E1996 & E330 _ . 1 SHUTTER ELEVATION _..:,_. TAS 201 202 & 103 R FLORIDA PRODUCE APPROVAL NUMBER .ABLE 2: 1 N.T.S. z oR ELEV 4 ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY U.O.N. WITH A MINIMUM Fy OF 25 I C4 1. , K.S.I. 15. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A e6 MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM. ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 22. SHUTTER MAY BE INSTALLED WITH UP TO ( ) ADDITIONAL BLADES OF SLACK. co co 23. SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. r._.- : : p-1 _ . _ . TABLE is TABLE 1 WOTK SP • • • • , • s ACCORDION SHUTTER SPAN SCHEDULE SHUTTER POSITIVE DESIGN PRESSURE NEGATIVE DESIGN PRESSURE SPAN " 100 100 99", 31 70 70 120" 53 53-- .. 144" 43 40 1. DEIIGN PREMURtS$IbVQN:N :ACCORDION AND OUTSIDE THE HVHZ UNLIMITED WIDTH SECTION MINIMUM SEPARATION FROM GLASS SHUTTER IiVHZ NON-HVHZ ESSENTIAL FACILITIES INSTALLATIONS 5 30' ABOVE E INSTALLATIONS > 30' ABOVE GRADE INSTALLATIONS 5 30' ABOVE GRADE INSTALLATIONS > 30' ABOVE GRADE SPAN 72" 2-1/4" 1-5/8" 24VW 1-&8" 99" 3-1/2" 1-7/8" 3-5/8" 1-7/8" 120" 4-118" 2" 4-1/4" 2" 144" 1 4-7/8' 2" 5" 2" d all fie a SHUrQER 3I�kjSQFOD4LE; ADOVE 44RE TABLE 2 NOTES: MA?QMI.IN AILOWABLEDE9IGN PRESSURES 1. HVHZ: DEFINED AS MIAMI-JADE COUNTY AND BROWARD COUNTY FLORIDA. I C�YItlf ITFRN�339 �W100PE AT EA 7H RESPECTIVE SHUTTER SPAT:. - RDW=MVHZ: DEFINED AS � L LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY ,r. i5- 2. LINEAR INTERPOLATION BETWEEN SHUTTER =W1N90NOT PERMITTED. FOR P 3..NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ, PROVIDED THAT SHUTTER HAS A - Edk THOSE INd[C3.TED AKr V 111E QE$[GN:PAESSVRES M TfiETt"CHER MINIMUM SPAN OF AT LEAST 30. ' - PAM nRlCrJP?ZM' SPAN SHALL BEFUSED. • • • 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30" SHALL HAVE 2-7/8" MINIMUM SEPARATION FROM GLASS WHEN 5 3V ABOVE GRADE, AND 1-5/8' WHEN > 30' ! °F ABOVE GRADE. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE • • • • • • • • • • • • •..- f • _ • INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. - - - . ' . ' -• • . • • • • • - .. •�•_ . » ._ . - """' SEIrI+IL4TION FOR Gi_ASS OUTSIDE OF THE HVH: BEEN DETERMINED DV ACC'^RDANCE WITH ASTM • • • • • • • • • • E1996-09. j -- .� .�•. \J�.4/ YF-. . . .../Ir�T-i'M-� r M��•M•�•�•^'�•r....�+P.�r..N� r Ft N . �+!T!d w " •."1.l�PM. _ _ •�.. .. � '. . . .F'Z"���+�R�•!-+ .. ... +�;^y e. . 'y`Y. � ..'...�K4ylf 4 �• •.•'{Y'r�5-". ~iiryq�y.�t. - o PROJECTION VARIES �� NK • S .• 2.874" -} . 4.874" MAX. _ .. .. ,. _ �� ' • • • � . 0.115" � .. . N p o n 0.062" 0.450" - 0.080 ` * FO44654s N c 0.125 1.708" 0.100" 1.830" O �- 0.080 0.063 Ln 1.708° 0.100" ni �' r r 0Ll:.195" 0�096" 0.195° �- n o n -�- 2.820" :� T 1- 0.060" 0.070 N 0.06Q ■ ^� 1.9Q8" ••• ° O OF t 0.125""10.062-1 0.630"0.630" 0,062 1.993"� i� �, RT0.630 -a 0.630062- + 0.143 . 0.11 nl� +r+�� .069" t--0.971" _` 0.971" t 0.143 "r-i l! Jltit0.062 'OO" 0,200 i O 6O" O.O6iI' 1:070"-� 0.630" 0.06 " li 0 O62e 0.200"� r 0.062" 0 200" SUPPORT LEG OPTIONAL n� i-1069 OWALL SCALE: HALF SIZE 0.725" t-- 2.655" = 1.069" to 0.105" 0.781" t--t OSILL :. SCALE: HALF SIZE N H M C e� p 5.745" MAX. - OBUILD OUT WALL SCALE: HALF SIZE WHERE SHOWN, SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS Q i* WN r4v s FM 8ON w►� J u �Q���� 0 ON gNutRE ., 3 u. lA W bsuzi �W �O ri n m J 0.874" }- }•2.655" 0.875" "- jf n 2.195" }- f 0.510 ---- 2.195" - 1.230" w � n 0.060" = 8 l - - 1.229" 0.105 I--� W 2 o 1 I'Ni a r= C ll L O: 1!VI O i Nt�� Qtm1 �a 7 tiS i I; 9 r �c�pm � I 4�' 6�.' f N �" 10 zn M o0 0.105" f ; M '2.36U 4.84" ? N .831" �O ni " I m /.�.. ��1�•.J(� � S u < ? U! N e O 1! " 4.510" F 0.105" ' 1.069" 0.105 0.075- 4.510" - - -- - _ _._.J _ -._ _ 0.994 }� c g OSILL ADAPTER SCALE: HALF SIZE U3 STREAMLINE CEILING SCALE: HALF SIZE 1.069 0.062" STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE r S OF a G �-- 4.510' T 3.506" -1 BARE METAL W/0 PAINT IS OEXTENSCD-SILL' 1 p EXTENDED SILL ADAPTOR 11 'ADJUST: ,�i� SILL- •BOTTOM • 13 6.8 STREAMLINE- SLAT/BLADE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 0.143" 1.708" 0.143" 0.080" t ( r 0.590" m - --i I 0.115" 4.753 n n OD 4.510" • . • • • : • : 0.090 to0.096" • • • 4-0.180" ••• •i •i to. i i • �, 0.080" 0.044" 0.227" 0.682 0.630" 0.0600i r 0.693 " • r UO.420" NOTE: THICKNESS OF BARE • • • • • $�• • • • 1.625 METAL W10 PAINT IS 0.039" • • • • • • • • • 15 6.8 STREAMLINE STACK ?6• R45lUS:LEM.JNG M AMR/SILL 17t6�.STARTERWALL SILL CLIP SCALE: HALF SIZE SCALE: HALFSIZE E: HALF SIZE SCALE: HALF SIZE 0.341497 1.570" - t.7r'.. ===;� 0.080" 18b WALL SILL SCALE: HALF SIZE 0.070* -L0.245" �_nrn•�t 117" • • • • • • • • • • • •• •• • • • •• •• �^.:..:'P3�ggt...•.a•.a.a�.. �._ � _. a .. .r...w:... � .:.f.��*�.�• -.r .'r'...,.` �..'T_ '�. �"e'�,"•.�y�a :-+" .. ... "�;.K'..,_:-+Y .�y-r� - �.. - _ _. _ --_aeC ;�?�!?'.:..��-Yt9P�''`,i�:r� ,. .'""'f Oe• C�0 A : R COPMRIC�RFAANCL�iWiDOPE 15-2339 SCAM - OR Dgscrm wxs 1� . t }} 0.125" .- - T.. 6 O N �- --- 5" MAX. I 1 g ANGLE SCALE: HALF SIZE f - t 0.250" RO.155" R0.500" 0 M 2.250' 0.250" 2.750" --} 27 RAINGUARD SCALE: HALF SIZE 0.610" STAINLESS STEEL 280"{ - NYLON WASHER•QR .4 0.° ASSEMBLY El .1 r 0.950" 0.320"HOLE 0 1� _ • �O cui z o 0.880 NYLON _r 1 a ao 0.0 WHEEL v .410 0.lr 20 1.100"-{ �0.240" r TYP. AT EVERY OTHER 0.870" 0.750" CYLINDER -SOLID BRASS, NICKEL PLATED 22 7VCALE SSEMBLY HOUSING-ZINCDICAST,POWDER COATED F SIZE NOTE: MAY BE KEY OPERATED OUTSIDE OR KEY/TH 23 BRASS PUSH LOCK SCALE: HALF SIZE 0.500" 40.064- co m 4224" �-2.000" 0.060" 28 DECORATIVE FLOOR TRACK SCALE: HALF SIZE t-- 5.500" x 1'!16" WIDE } -} 0.400" ®q r 167 M 0.125" C:D .� 0.188" TYP. I 4.500" { -� 0.689" SECTION A DELTA MODEL 2022 INDUSTRIAL SYSTEMS 35 BOX LOCK SCALE: 'HALF SIZE T 0.250" So N t• 7.000" t 2X7 ANGLE SCALE: HALF SIZE 0.790" I 0.090" 0.319" e CO Ln 0.09 0, o c 0.239" 0.496" 1.758" 30 U_N,^AATE LOCK SCA'.F: HALF SIZE . 7/16.0 STAINLESS . STEEL 'NU1 30 YUM # 10 x 2-3/4" 410 HT S.S. INSERTS SCREW W/ TIC ULTRACOTE INTO COATING TRACK (TYP TOP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16"0 x 1/2" 0 INTERIOR JOINT TOP x R JOINT BOTTOM EITHER CAN BE USED 0 RIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 1.978" 0.236" 1.742" 1.710" 0.531" o 0 0.2 " 00 �6 ' 0.607" 0% N to _ Y1 0.240" r- • � -� i 0.160" 1.001 0.062" 0,062" 11�ALE BOX CENTER 31 _ , DSChl_E: HALF SIZE 5/16 W INTERNAL P COATED, ZINC DIE- THREAD 36 T-LOCK ADAPTER 37 T-SCREW INSERT (OPTIONAL) SCALE: FULL SIZE SCALE: HALF SIZ }---1.625" }--1.500" j G 054° • . .I • . 0.093" •� "0.0899' • • • i i • • • ° n o �^� 0 0.093" ••• •• 0.085"• • ••• • ri • • • • • • • • • • • 20 ALT! •1 : END SIRIf;• 21 1.5"x3"xO.093" A ?; -�-SCAPI-QA�:f'•-�; �:. SCALE: HALF SIZE/ • 5/16-18x1 MACHINE SCREW STAINLESS STEEL HEAD STYLE VARIES 38 THUMB SCREW SCALE: FULL SIZE f - 2.000" --1 0.125" "o 0 0.125" 25 2"x3"xO.125" ANGLE SALE: HALF SIZE. 41 < u 0.357" ]� - : A, A F - 0.276" - 1j ; FOp46 * I0.591" ; 0. -- ST4T N EJ 0.062" O C �-- O `OR DAF 4137^ 0.154"'%�NVq� ENG1C� it/111111�,, 7u 26 BOX CENTER INSERT SCALE: HALF SIZE 2.125" 0.286" 1.603" 1.2240.267" " r 0.531" O -f 0.607" = w rn N � n -� �+ 0.222"-t r o.240" 0.062" 32 FEMALE BOX � 0.176" CENTER q aCALE: HALF SIZE 0.062" �40 s Ob n A" V7 0.438" �,40a` 0.121" P�u 1.050"� i " �� 40a 40b 40c n o : - 0 .254" `N, END STRIP 1" 2 &3"EXT -t t 0.125` SCALE: HALF SIZE It !A I OORYWOIRI w qWD E 15-2339 MEN - PAGE DE>�MlTiONt I - ;-•.;ar-+-�+•-mow, ,.a ws.v.,- �. n ,.-�aiw„�.�..r��,� ,� _--H:.�.. NARQO, P.E. ANY ANCHOR PER ANCHOR EDGE SCHEDULE @ 18" O.C. EXISTING DIST. r1 GLAZING • - SEE END STRIe"_[�e'•", ; 0 SCHEDULE FOIZ No 004 _ HN ANGLE EMBED a SPAN WHEN (ISI*G: _ 20, 40a, 40b Ot. ID • LEG D RECITON I I I I [' O K or_ _ EMBED. '. 17 Z. i ¢ (INTERIOR) r 1/4" OR 6.8 START V 17 :... ,..:. MAX. WITH 21 OR 2fry Q O #: 17 c MIN. 0.062" THICK 6063-T6ALUM. 21 25 �i �•• �F N b 3o ANGLE 1" x 1" MIN. TO 2" x 5" MAX. EDG (ANGLE LEG MAY BE REVERSED) �i/SS/ ;x ^ FASTEN ANGLE TO TRACK W/ DIST. ANY ANCHOR PER ANCHOR (2) *10xl" SCREWS AT / ' iL j s (3 38 CORNER, TOP & BOTTOM; AND Z 0 SCHEDULE @ f8" O.C. L9Q O o 13 13 13 2ATTAx 1/2" GALVANIZED ORARTER / Z op. g m I 30 13 #2 a 1/2' GALVANIZED OR S.S. SMS, S.S. SMS, 3/16.0 ALUM. POP W 0 .3 � w 3/16 0 ALUM. POP RIVET, OR 1/4-20 RIVET OR 1/4-20 MACHINE o W Z 6.so (TYP.) ( " ALTERNATE END STRIP DETAIL BOLT�cNUT@l8^o.C. a 13 USE (1) BRASS PUSH LOCK OR (1) MACHINE BOLT & NUT 0 18 O.C. 3 C -- ( R) 5/16-18� uM6 SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE w d �_m INSERT (X7 AT 1/3 SPAN TO 2/3 SPAN SCALE: 3" = V-0- ANY TRACK W/ ow SCREW BOSSES. O p FROM BOTTOM OF SHUTTER. RECEIVING END STRIP SCHEDULE .+ TYPICAL PLAN VIEW HOLE SHALL BE 3/8" MAX WIDTH, UP TO SCALE: 3" = 1'-0" 1" HEIGHT. 12 USE (1) BRASS PUSH LOCK OR -(1) 5/16-18 THUMB LOCKING DETAILS FOR SCREW0 THREADED 8 INSERT 37 AT 1/3 SPAN CENTER MATES TO 2/3 AN FROM SHOWN ON RANDOM BOTTOM OF SHUTTER. 30 DETAILS. � RECEIVING HOLE SHALL BE 13 v 3/8" MAX WIDTH; UP TO 1" HEIGHT. 30 A 13 1110 23 i (INSIDE) gt NON A 13 aF� �aQ za cm ri In n cn rt U. U. f SEE END STRIP � SCHEDULE FOR MAX. w ,., SPAN WHEN USING 20, 40a, 40b OR 40c, o c� �a 1/4" OR 6.8 STARTER to a MAX• WITH 21 OR 25. O's -6 O cn 40 40 USE APPROPRIATE STARTER STRIP TO Z < U Q 40 .20 PROVIDE CLOSURE " FUR ca BUILDING CONDITIONS. G FASTEN STARTER STRIP �p g TO TRACK W/ (2) #10x1•• `r SCREWS AT CORNER, TOP, ALTERNA 7' -EIID STRIP DETAIL & BOTTOM. a> c, SCALE: 3' - 1-0- ANY TRACK W/SCREW 1 BOSSES. .-. i Fww U. Lij SILL N ^ FOR GREATER SPANS OR LOADS THAN o Lv SHOWN IN END STRIP SCHEDULE, END o . o3 �o U) STRIPS REQUIRE A 1`Xl" .09V CLIP ANGLE F— MID SPAN USING ANY ANCHOR ON THE EXISTING G L A S S Z ANCHOR SCHEDULE a *14iCi/4" TEC n� O I 13 SCREW OR 1/4 20 BOLT TO END STRIP. 6� LL v 30 'n o w USE (1) BRASS PUSH LOCK � USE (1) BRASS PUSH LOCK INSIDE Q F= m OR (1) 5/16-18 THUMB OR (1) 5/16-18 THUMB 13 -' a a SCREW I 0 THREADED SCREW 1 0 THREADED 30 INSERT 37 AT 1/3 SPAN SILL ILILd INSERT N T 1/3 SPAN TO 2/3 AN FROM J TO 2 `rii a BOTTOM OF SHUTTER 1 BOTTOM OF SHUTTER. (OUTSIDE) RECEIVING HOLE SHALL BE 6 3/8" MAX WIDTH, UP T i 1" HEIGHT. 23 • • d _.� w g CC1 TYPICAL OUTSIDE CORNER CLOSURE 30 y O DETAILS WO/CORNER POST' S NTS • • • •• 13 30 OWffl;FWFR4WL�WFDOPE = .. ••• 31 2 1�' 23 13 15 (OUTSIDE) 15-2339 '• • •SI;L•; USE (1) BOX LOCK AT 1/3SCA M - +--+ • • — SPAN TO 2/3 SPAN FROM p' 0 " ••• • �•� •••Zcv BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE a ° OF� O5CC�2 ... ��a MULTIPLE SHUTTER ASSEMBLY • :.- •w�.• -_ DETAILS WO/COR POST:...:'.SeAL-fr 3' _ -� _ - -._•�r • � _ ,•gin•• • - � ._ N T 5 � _" -. • i • • • • • : � yr a i•• �• •• • • • •• •• 1, C..y- i�' •.-r[ - .+.- - '^i!'7svt• Y• 000 0 •• �.�K.rr• •a^"a'To1r"' r- -.y'qr-v. _ •.r - t. '."pF;.l;{r'aX.. - - ,�}'Rl'� PSF SPAN 1" B/O (2.7') ® 62 108" 72 100" 82 94" 112 80" 132 T " 2" 8/00((3.7' 62 95" 72 88" 82 83" 3" @) 62 86* 72 79" 82 74" ALT. 1" B/O (2.� zo 62 110" 72 102" 82 95" 112 81" 132 75" 1.5'SR3` x0.093" O 45 5:0 93" 87' 57 83' 60 81" 64 78" 70 76" 73 73" 2`x3" xO.125" 25 45 139" 57 12 " 60 120" 64 116" 70 111" 73 109" 2FASTENERS EACH ANGLE 1"x2"x1/8" OR 2" x 2" x 1/8" ALUM. ANGLE THREE 3/16" 0 ALUM. POP RIVETS OR THREE #12 SMS, TYP. TABLE A (m) PRESSURE VS ALLOWABLE LENGTH PSF 2 oBiO No /lr 8/0 62 130" 188' 72. 124" 179" 82 119" 172" 92 1 114" 165" 102 110" 160" 120 104" 147" 150 97' 131" 200 88" 1 114" c 3/16 RIVET OR #12 SMS (u� 18" O.C. OR 1/4-20 NUT & BOLT (TYP.). ALUM. TUBE— m 6063-T6 ALLOY 9 SEE TABLE B FOR SIZE. 0 c 1" x 2" .x .093" 6063-T6 o ALUM. ANGLE, TYP. C1 CONNECTION TYPE c `' REFERENCE ANCHOR XISTING HOST SCHEDULE FOR MAX. I S-TRUCTURE - ALUM. TUBE 6063-T6 ALLOY SEE TABLE A FOR SIZE. SPACING; C7 CONNECTION TYPE n TMAX. REFERENCE ANCHOR 1/2' \ SCHEDULE FOR MAX. 1/2" SPACING 0C �ALTERNATE THRU BOLT w IIJI-Cl CONNECTION TYPE — 1 REFERENCE ANCHOR ( SCHEDULE FOR MAX. SPACING I) I GLASS IT i OR DOOR — " 3/16"0 ALUM. POP 17 RIVET OR #12 SMS ` I ; �l q(Te �nl 18" O.C. (TYP.) Imo— _ I R^/q� Ts— T MAY USE MALE ORLFEMALE LOCK -SLAT ALTERNATE THRU BOL C5 CONNECTION TYPE C1 CONNECTION TYPE CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. SPACING TABLE B (cm PRESSURE VS ALLOWABLE LENGTH PSF MIX110 WITH 810 62 113" 166" 72 107" 157" 82 .101" 147" 07 139" 5� _102 - 90" 132" 120 83" 122" 150 74" 109" 200 6,r w v 3/16"0 ALUM. POP RIVET OR #12 SMS @a 18" O.0 (TYP.) 2FASTENERS EACH ANGLE THREE 3/16"0 ALUM. 0 POP RIVETS OR 17 THREE #12 SMS, TYP. +• ••• • • • • 0 0 1" x 2" x 1/8" • i ••: OR 2" x 2" x 1/8" '• •• • • + • • ALUM.ANGLE ••000 ••0 ••• s USE MALE OR FEMALE LOCK -SLAT OR R 6 6 MIN. GLASS SEPARATION PER TABLE 2 FRANK L BEI P E.. /1 1/4-20 MACHINE BOLT _ W/NUT @0 12" O.C. OR - oP #14 SMS @0 6" O.C. (TYP. TOP &BOTTOM) 0 �... 0 ui/is =,• O ORE.I _0 WLLJ ox u FUV) = Qz LL Q XN� Q � ir F_ t7 � Z D W= ' i �� r� �1/4" MAX. FRO GUIDE TO BUS WASHER (TYP. - � I '� .e•ji� \— 14 14x3/4" SMS @ 9" O.C. . ANGLE TO TUBE CONNECTION 2" x 2" x 125" EXISTING HOST) EMBED. 6063-T6 ALUM TUBE STRUCTURE 5 CONNECTION TYPE EDGE DISTANCE. REFERENCE ANCHOR SCHEDULE FOR MAX r SPACING FASTENER @ 18" 0 C. Cb ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN SCALE 3"= 1'- 0" IN ANCHOR SCHEDULE) wf- wH LLIX J MH x - FA 13 I- >>cr =o0 63-T6 MN GLASS V) °J UBE TYP. ✓I p ,�; = U) z u Q r m O Ul i 4F GLASS X LL XZQ g 0. w OR DOOR0 a� 2" x 5" x 1/8" `� °' WLLE u "I x CONTINUOUS ALUMINUM ANGLE INSIDE OPTIONAL ANGLE ORIENTATION TYP. \ *00• ••• #12 x 1/2+ GALV•ANIZr-D CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S. SMS, 3/16"0 ALUM. +•• POP RIVET OR 1/4-20 NTS • •MA&1HI&E:BL4.•T NLP.T - �- ` - - -- • •(off 1!I"tl.e. • "+ v ..._ t.-_ .t�"%t� :.:.a+y,,;: i... ,. '. ,c..,. ^mom.;• .:�, .. � .:•�:s=tw•*-:,�:E-. - (OUTSIDE) SIDE CLOSURE OPTIONS SCALE: 3" = T-0" Idl i s � i ZX tHWW RC40 V W m x Q F- 3 r uj p W ui To p 1�(f M PIN , RING W=9 Zctpaf 2� m o�wnn x ' 4 CONNECTION TYPE ` EDGE DIST REFERENCE ANCHOR T? SCHEDULE FOR MAX. ip 8 R j SPACING COPYR."itfFRNi(L�1(NIOOpE EXISTING CONCRETE, i5 2339 BLOCK OR WOOD FRAMING scum --- EE INSIDE SILL MOUNT SECTION °DON' - SCALE : 3"= T- 0" _ r C5 CONNECTION .TYPE - ---3 - -- REFERENCE ANCHOR EXISTING SCHEDULE FOR HAX. STRUCTURE o � SPACING 5" MAX. �� GLASS GLASS Cl CONNECTION TYPE REFERENCE ANCHOR 1/4-2o MACHINE Bo�`r' W/NUT 12" O.C. 02�; C� NI OR DOOR w u F N > CaR DOOR w w w J > 0 SCHEDULE FOR MAX. - 19 #14 SMS (nl 6" O.C. u I- Q Zv �- F-'n- r 10 ` SPACING 1/2'• (TYP. TOP & BOTT64 T- =wQ.- 13 Lu MIN. GLASS 13 /2"' MIN. U1 N 0. X Ln Lu J EPARATION t=I-Zum o _ N Q : 1/4"-20 THRU BOLT W/ NUT @ 12" O.C. OR GLASS PARATION Q i w F Q .#14 x 1/2" SMS 12" O.C. @ OR@3/16-0 ALUM. POP PER X Z Q w Z F Q w t7 N (S�pR 6 OR i '• LOCK k12 1/2" SMS 12" O.C. E.S. @ PER F b F F RIVETS 6" O.C. OR 1/4"i0l TABLE 2 f a w p OR 6 d �J x POP TABLE ZF tN OR 3/16"0 ALUM. w p ALUM. POP RIVETS @ 12" O.C. Q w RIVETS @ 6" 0 C E S J= I- w )R 1/4"0 ALUM. POP RIVETS /A 11(A 11 AND 3O @ 12" O.C. E.S. lmv 1/4" MAX. FROM PIN ASSEMBLY- 09 AND OO GUIDE TO BUSHING ASSEMBLY WASHER (TYP.) m TYP. EXISTING CONCRETE, F uw 0 BLOCK OR W000 FRAMING Lu / 4 CONNECTION TYPE w REFERENCE ANCHOR / EDGE SCHEDULE FOR MAX. SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG. 9 I� I 1/4- MAX. FROM PIN MIR GLASS GUIDE TO BUSHING SEPARATION /2" TYP PER TABLE WASHER (TYP.) GLASS 3 CONNECTION TYPE OR DOOR EDGE REFERENCE ANCHOR DIST. i��SCHEDULE FOR MAX. SPACING r9 REFERENCE ANCHOR EXISTING CONCRETE) SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING SPACING. ALT. FASTENER / SPAN LOCATION. FRONT AND \ 1/4" MAX. FROM BACK ANCHORS NOT REQ'D n INSIDE MOUNT SECF!ON PIN GUIDE TOL WITH THIS LOCATION �__// SCALE : 3-= V- 0" BUSHING WASHER O INSIDE MOUNT SECTION t (TYP.) SCALE : 3"= 1'- 0" / TYP. BOTTOM ' w F- ui t� � O O C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, / � SPACING BLOCK OR WOOD FRAMI — EMBED. C° BUILD OUT MOUNT SECTION r . EXI �i ING CONCRETE, SCALE 3">=a,1`- 0" BLOCK Of. WOOD FRAMING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING . NOTE: FOR DETAILS A, B, D, Ar4:1 E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE ANCHOR THE BASE TRACK MAY BE INS11,LLED IN SECTIONS REFERENCE :. WIT;-' ^%" r,APS, PRO +iDtD.THAT EACH SECTION HAS mJ Ea"E SCHE^ULE FOR MAX. A MINIMUM OF TWu SE75.GP'ANCHORS AND IS A SPACING MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK 3 16 S USED WITH THE BASE TRACK MUST BE CONTINUOUS OVER THE GAPS BETWEEN SECTIONS. n � � w 0: r- w J 0 1/4-20 S.S, MACHINE SCREW & NUT @ 12"OC.— GLASS OR DOOR- 04 x a N OR x 3" x 1/4" CONT. 063-T6 ALUM, ANGLE AY BE REVERSED S SHOWN DASHED)— .. A - GLASS U' OR DOOR GLASS 13 F = a w _ #12 x 1/2" SMS @ 12" SEPARATIO = Z v a: I-- w O.C. OR 3/16"0 ALUM. PER V1 O N m w j POP RIVETS @ 6- O.C. TABLE 2 X2 Q Z la- GLASS OR u KN. GLASr I- _ 0 OR 1/4-0 ALUM. POP Q o a DOOR PA TI N 13 n _ I -1 RIVETS @ 12" O.C. F U PER TABLE 2 X10ZF- a XQ ° 0. v v(A a 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) XISTING EMBED. UCTURE 5` 0: ••:EUl!ON TYPE t7- ERENCE ANCHOR SCHEDULE FOR MAX. 50ACING w 1/2" 1 R@ 3Jd/Vj Trj j4_C I7 F N uj � Q MIN. GLASS F- Z w m O -7 Q u SEPARATION PER TABLE 2 X w Q tt Z~ a O AND 1/4" MAX. FROM PIN 7-J OU N ASSEMBLY 1/2" GUIDE TO BUSHING u TYP. WASHER (TYP.) "� F • • • • • • • I 1/4" MAX. FRO PI w : : ;.; •� E 4 CONNECTION TYPE w Q U NS GUIDE TAP �� WASHER(TY_! ••• ••• W EDGE REFERENCE AN HOR 5 6 E�CISTiidG CONCRETE. DI5'. SCHEDULE FOR AX m BLOCKAR.:j0°D. • . EXIS=WG CONCRETE, WN SPACING AS SH G. IN DIAGRAM ON G. 9 FRAr�INIG :BCO(K OR OSD FRAMING REFERENCE ANCHOR : 412 SCHEDULE FOR MAX. 3 CONNECTION TOE .41/.2":S- 11S @ 12" SPACING. ALT. FASTENER REFER-ENCE ANCFVIT • O,C. OR 3/18"0 ALUM. LOCATION. FRONT AND 0 SCHEDULE FOR MAX. POP RIVETS @ 6" O.C. BACK ANCHORS NOT REQ'D SPACING OR 1/4-0 ALUM. POP WITH THIS LOCATION t.-,.c ._.4—L:;",T. S CT. —I _. •:• : .: : / :- :•RNET� @ 12�� ° r-•�. S_. I!_INC -�� '.NSIDE K OUNT SECTION - 1 O'I D • . . • • . • • • • �J SCALE : 3 = 1 - 0- SCALE : 3 = 1`- 0" • •• •• • • • •• •• I- LLi LLJ J F w F ul p J w ��Zum o2LA aZOMaF � -J. 0 uV) I1/4" MAX. FROM PIN 1/2" O GUIDE TO BUSHING 4 WASHER (TYP.) QCONNECTION TYPE FERENCE ANCHOR SCHEDULE FOR MAX. SPACING �-- EXISTING CONCRETE, OCK OR WOOD FRAMING y WALa . BUILD =T SECTION W 0 woo 15-2339 . iCALEs PAGE D[MCFaPTI Me OF a R U m MIN. GLASS GLASS SEPARATION Z OR DOOR PER TABLE 2 13 O p �w WO= FutA =Q Q w w 0. I X N to Q=� TWLn N, w�J f 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) i TWO 1/4"0 WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF 2X STUDS EMB. "T' 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" PLYWOOD 8, TUBE CONNECTION STUCCO FINISH 1" x 4" x .125" 6063-T6 ALUM. TUBE THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. 0 WALL MOUNT SECTION THIS DETAIL MAY SCALE : 3"= 1'- 0" ALSO BE USED AT TOP ACCORDION SHUTTER PER PRODUCT APPROVAL APPLICABLE AT TOP AND/OR BOTTOM 2" OR 3", a GLASS OR - -CPER DOOR ASS TION LE 2 wuJ ; o --GLASS t ' MIN. GLASS OR DOD D SFPAPATION �_.. '1 V). PEk 7v.BLE 2 X Q it w J F Lu F- L W D Q I- �_~ iL =Zo Vl ~pw �__ u Q Wires J O Z va (A0" a 5 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cl CONNECTION TYP REFERENCE ANCHO SCHEDULE FOR MA> SPACIN / '71 It —EXISTING HOST STRUCTURE ODECORATIVE FLOOR TRACK DETAIL SCALE : 3"= 1'- 0" w F o 13 O � = , to u X Q °v; E • " 1/2 MIN. 5 6 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 2" x 3" x Ii'g" x CONTINUOUS OR "7-2.175' 8 1/4" TILE (TYP.) 2' x 2" x i'g" x CONTINUOUS 1 KEEEKEEFINISH MATERIAL 6061-T6 ALUMINUM ANGLE 3/4" PLYWOOD 0.9" MIN. THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT @ 7" O.C. FASTENED TO ANGLE WITH.114-20 OR 5/16" 0 A325 GRADE THRU BOLT @ 12" O.0 ANGLE FASTENED TO FAKSI MACHINE SCREWS AT 3' FROM ENDS GAL V. OR S.S. ' 'D EXISTING 3 CONCRETE AND 9" O.C. FOR THE BALANCE {.;:.' �— HOST STRUCTURE WITH EM D 1/4"� ELCO ULTRA CON TO CONCRETE/CMU Y4"0 ELCO ULTRACONSAT EXISTING CONCRETFJiC1� e . . . 5" O.C. W/1-1/4" MIN. EMB. 3" FROM ENDS AND 4' O.C. 2-:I/2• MIN. STRUCTURE (3000CPSI MINI • • • • • • OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8" FOR BALANCE WITHI3/4" • •• •'i i i i• ' MIN. EMB. IN WOOD SG=0.42. TO 0.55. MIN EMBEDMENT AND 2i" MIN EDGE DISTANCE, MAX. DESIGN LOAD AT 5'-0" MAX SPAN: t 62 P.S.F. •L-XIS•T4MG CLIN(RE'TF.' ' HOLLOW BLOCK OR • / i!::: STAGGERED WITH 3' ML4.' MAX. DESIGN LOAD AT 6'-"J' MAX SPAN: WOOD FRAMING. SEE 2" x 5" x 1/8" CONT. SPACING, TYP. t 52 P.S.F. • •AP41MOR SCNED. T ALUM. ANGLE (6063-T6) • • BALED ON T;YQE pF • • • BUILDOUT MOUNT HO ' ;STC)CTUPL • • • • • • • 72 P.S.F.) SCALE: NTS • • • • • ••• • • [;MAX. DESIGN LOAD s PASS THRU DETAIL ••. • . • • ••. • . Hb SCALE : 3'= 1'- 0" goo 0 ..h.!r( ?*k:,iRQ✓-,?a<inc ... ..�N}� ;r Xf,�.if�'F�"'f'31'Sw. r^�f�. "Iy'.•. 1��4 _ 0 WALL MOUNT SILL DETAIL SCALE : 3"= 1'- 0" EXISTING WORD (6=0.42) TRUSS OR RAFTER @ 24" MAX. O.C. EXISTING FINISH MATERIAL I 2" x 5" x 1/8" 6063-T6 ALUM. ANGLE W/ THREE 1/4"0 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 6"• EXTEND ANGLE TO NEXT TRUSS. nmwrm i V I rcua, w OTRUSS MOUNT SECTION SCALE : 3"= 1'- 0" Q. No P �A STq t- Z w btu Wcr0 J0Z uQ Li0.aV) F ui J Fw>> � w NFZum b2wQ QWx< �- 00. utA OMNARW XE. N _ IL •V1 -g- wwu 0 zz t � s+ 0�w t0i'W (AWbmw �W m 0 in n cn itW'u� Ir ��a Q ECG'dom o� rL! ?m<Q Z . Q 7 I 15-2339 _61ft:_ T .- 15 N 12" MIN FROM -- EDGE OF SHUTTER, TOP OR BOTTOM ' 3.5" MIN, TYPICAL EDGE OF ACCORDION 2.875'0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE is1 LIGHT-N-VIEW WINDOW Q j N.T.S. EXTERIOR ELEV 0.125" . 0.032" 0.196" 02.875" 03.250" }, } 0.032" 0.125" - I�' jl I- { 0.188" •. ... EDGE OF ACCORDION SHUTTER BLADES uj 0 �=O Z�m 1:00 NLy0. W OLIGHT-N-VIEW WINDOW "' " �N 29 r� N.T.S. SABIC PLA$TIC$ SLX1431T UL-94HB • • • • • • • _ .•, r.2B DE W ROUND WINDOW •• • �� • • .-•p... _ . _- r- � - __ .. _ , :.. 1 _,.ca •• t0(.�.,.•�: F • ::. • _ .. ,. a :: = C'XTERIO.rc KL _ i • . • • . • .• •. EXISTING HOST '-ALT. LEG DIRECTION STRUCTURE 1/4" ALL POINTS SOLID SET ANCHORS WITH 71W MIN EMBED -IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM 1/2" SPACING, AND 3 MINIMUM EDGE DISTANCE `IMAX' (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE 1/2" PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER ACCESS HOLE DESIGN SCHEDULE z Z , II73K1/4-20 MACHINE BOLT W/NUT @ EQ 12"O.COR#14x3/4°SMS6"O.C. Ma 3" MIN EDGE DISTANCE EXISTING GLASS OR DOOR 3" MIN EDGE zz f ci " a M � EMBED. EXISTING HOST STRUCTURE 11/2" MAX. E33 MIN. GLASS SEPARATION 1/2" MAX 5 6 3 16 - Lu J to Z=� 13 p� Z J pU3 0 0 =UV U U) az Ewa �m 1/4" MAX. FROM F TO BUSHING WASHER ITYP.3 PIAX. ESS 1/4-20 MACHINE BOLT W/NUT @ wOLE 12" O.0 OR #14 x 3/4" SMS 6" O.C. SPAN TUBE PER DESIGN SCHEDULE (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE _j PER SPAN TUBE SCHEDULE 1/4'0 THRU BOLTS SEE BEAM SCHEDULE FOR REQUIRED NUMBERS 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN EMBED IN CONCRF7: OR HOLLOW BLOCK 3" MINIMUM SPACING, AND 3" MINIP014 EDGE DI FMCE MAX. DESIGN LOAD = t 72 PSF 3 SPAN. -TUBE SECTIOr 8 N.L-S. I ,TRT SECTION SPAN TUBE SCHEDULE 0 �=O Z�m 1:00 NLy0. W OLIGHT-N-VIEW WINDOW "' " �N 29 r� N.T.S. SABIC PLA$TIC$ SLX1431T UL-94HB • • • • • • • _ .•, r.2B DE W ROUND WINDOW •• • �� • • .-•p... _ . _- r- � - __ .. _ , :.. 1 _,.ca •• t0(.�.,.•�: F • ::. • _ .. ,. a :: = C'XTERIO.rc KL _ i • . • • . • .• •. EXISTING HOST '-ALT. LEG DIRECTION STRUCTURE 1/4" ALL POINTS SOLID SET ANCHORS WITH 71W MIN EMBED -IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM 1/2" SPACING, AND 3 MINIMUM EDGE DISTANCE `IMAX' (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE 1/2" PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER ACCESS HOLE DESIGN SCHEDULE z Z , II73K1/4-20 MACHINE BOLT W/NUT @ EQ 12"O.COR#14x3/4°SMS6"O.C. Ma 3" MIN EDGE DISTANCE EXISTING GLASS OR DOOR 3" MIN EDGE zz f ci " a M � EMBED. EXISTING HOST STRUCTURE 11/2" MAX. E33 MIN. GLASS SEPARATION 1/2" MAX 5 6 3 16 - Lu J to Z=� 13 p� Z J pU3 0 0 =UV U U) az Ewa �m 1/4" MAX. FROM F TO BUSHING WASHER ITYP.3 PIAX. ESS 1/4-20 MACHINE BOLT W/NUT @ wOLE 12" O.0 OR #14 x 3/4" SMS 6" O.C. SPAN TUBE PER DESIGN SCHEDULE (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE _j PER SPAN TUBE SCHEDULE 1/4'0 THRU BOLTS SEE BEAM SCHEDULE FOR REQUIRED NUMBERS 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN EMBED IN CONCRF7: OR HOLLOW BLOCK 3" MINIMUM SPACING, AND 3" MINIP014 EDGE DI FMCE MAX. DESIGN LOAD = t 72 PSF 3 SPAN. -TUBE SECTIOr 8 N.L-S. I ,TRT SECTION SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF ANCHORS PER MINIMUM ANGLE TUBE SHUTTER SPAN THRU43OLTS ANGLSIZE LENGTH SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 60' 123.8" 135.2" 2 2 2 3 4" 7" 25c5x 0.125' 96" 101.7" 106.9" 2 2 3 3 7" 7" 123" 89.9" 94.4" 2 2 3 3 7" T" 60" 129.1" 157.0" 2 2 2 0.12V 96" 114.8" 124.1" 2 2 3 3 7" 7" .125' 123" 102.8" 109.6" 2 2 4 4 1 10" 10" 60" 138.0° 196.9" 2 2 3 3 7" 7" 2rx8x 0.125- 96" 122.7" 155.7' 2 2 3 4 7" 10" 123" 115.4" 137.W 2 3 4 5 10" 13" 60" 158.1" 240.0- 1 2 1 2 3 4 7" 10" 25A05t 0.1875" 96" .140.6° 229.9- 2 1 3 4 6 10" 16" 123" 132Z 203.1". 3 1 4 5 7 1 13" 1 IV N PE ` !ill Y * '• o 46549 * F .(� '• or oll 4 SPAN TUBE SCHEDULE NOTES: 1. USE x xl 4 x x 4" ANGLES FOR 2"xS" & 21x6" BEAMS. 2. USE 2"x5"xl/4" ANGLES FOR 2"x8" & 2"x10" BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 4. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER - CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKEN AS THE SUM OFTHE SPANS ABOVE AND BELOW THE BEAM. 6. LAP BEANS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 40W W3� wao� pM p c� Zm i C fm 03 g� 15-2339 ft _1 - 11 0 N /�i O x ANCHOR LOAD (Ps) 2.S" MIN EDGE DISTANCE Spans Up To V-0" CONN TYPE Cl C2 I C3 I C4 I CS Spans Up To 8'-3" CONN TYPE Cl C2 I C3 I C4 CS Spare Up To 12'-0" CONN TYPE Cl C2 C3 04 C5 ITW TAPCON(., . . OR ULTRACON WITH 1-3/4" EMBED (3192psl MIN CON 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 9.0" 13.0" 16.0" 16.0" 9.5" 5.5" 8.5" 14.S" 16.0" " 10.5" 14.5" 16.0" 16.0' 12.0" 7.0" 10.5" 16.0" 15.0" 7.5" 4.S" 7.5" 30.5" 62)16.0 16.0" 8.S' 12.5' 16.0" 16.0" 9.5" S.5" 8.7' 15.0" 15.0" 7.5" 4.5" 7.5" 10.S" 0 16.0' 3.0" 7.0" 11.0" 16.0" 15.5" 8.0" 5.0" 7.5" 11.5' 15.0" 7.5" 4.5" 7.5" 10.5' 100 1S.O" 7.5" 4.5" 7.5" 10.5" 15.0" 7.S' 4.5" 7.5" 10.5" 15.0" 7.5" 4.5" 7.5" 10.5'. IUM MILLFAST WITH 1-3/4" EMBED (3275psi MIN CONCRETE) 43 16.0" 16.0" 150' 16.0" 16.0" 16.0" 16.0" 9.0" 13.5" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5' 53 16.0" 16.0" 11.0" 1 1S.0" 16.0" 16.0" 11.O" 7.0" 10.5' 16.0" 13.S" 7.0" 4.5" 7.5" 9.5" 62 16.0" 15.0" 8.S" 13.0" 16.0" 16.0" S.S" 5.5" 9.0" 13.5" 13.5" 7.0" 4.5" 7.5" 9.5" 70 16.0" 12.0" 7.0" 11.0" 16.0" 14.0" 7.0" 4.5' 8.0" 10.5" 13.5" 7.0" 4.5" 7.5" 9.5" 100 13.5" 7.0" 4.5" 7.S' 9.5" 13.5" 7.0" 4.5" 7.5' 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 1/4" ELCO CRETEFLEX SS4 W/ 2" EMBED (3350psl MIN CONC) 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.5" 1 16.0" 16.0" 16.0" 12.5' 8.0" 13.0" 16.0" 53 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 15.5" 16.0" 16.0" 30.0" 6.5" 11.0" 14.0" 62 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 8.0" 13.0" 16.0" 16.0" 10.0" 6.5" 11.0" 14.0" �70 16.0" 16.0" 10.5" 16.0" 16.0" 16.0" 10.S' 7.0" 11.5" 15.0" 16.0" 10.0" 6.5" 11.0" 14.0" 100 16.0" 10.0" 6.5" 11.0" 14.0" 16.0" 10.0" 6.5" 11.0" 14.0" 16.0" 10.0" 6.5" 11.0" 14.0" 1/4" ITW TAPCON OR ELCO ULTRACON WITH 1-3/4" EMBED (3i92psl MIN CONC) 1" MIN EDGE DISTANCE Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS 43 16.0" 16.0" 7.5" 8.0" 16.0" 16.0" 16.0" 5.0" 5.5" 16.0" 16.0" 9.0" 3.0" 4.0" 14.0" 53 I6.0" 16.0" 5.5" 6.5" 16.0" 16.0" 12.0" 4.5" 16.0" 14.5' 7.5" 10.0" 62 16.0" 15.S" 4.5" 5.5" 16.0" 16.0" 9.0" 4.0" 14.5' 14.5' 7.5" 10.0" 70 16.0" 12.5" 4.0" 5.0" 16.0" 15.0" 7.5" 11.0" 14.5' 7.5" 100 14.5" 7.5" 10.0" 14.5" 7.5" 10.0" 14.5" 7.5" " � 1/4" MILLENIUM MILLFAST WITH 1-3/4- EMBED (3275psi MIN CONCRETE) 43 16.0" 16.0" 11.0" 13.5" 16.0" 16.0" 13.0" 6.5" 9.5' 16.0" 13.0" 7.0" 4.0" 5' 53 16.0" 16.0" 8.0" 11.0" 16.0" 16.0" 9.0" 5.0" 10.S" 5.5" ES.S"7.5" " 62 16.0" 11.S" 6.0" 90' 16.0" 13.5" 7.0" 4.0" 105" 5.5" " 70 16.0" 9.5" 5.5" 8.0" 16.0" 11.5" 5.5' 451011 10" S.5" " 100 10s, 5.5" 5.S" 7.5" 10.5" 5.4' 5.5" U Z u 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW ((3000pst MIN CONC) 1-1/4" MIN EDGE DISTANCE Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 43 16.0" 16.0" 8.5" 10.5" 16.0" 16.0" 12.0" 5.5" 7.5" 16.0" 12.5' 6.5" 3.0" 5.0" 10.0" S3 16.0" 15.0" 6.5" 8.0" 16.0" 16.0". 8.5" q:^''I 6.0" 15.5" 10.0" 5.0" f x.0" 7.0" .tit 16.0" 11.0" S.0" 7.0" 16.0" 12.5" 6.5' .i.5" S.O" 10.0" 10.0" S.0" .. 4.0" 7.0" 70 16.0" 9.0" 4.5" 6.0" 16.0" 10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" 100 10.0." 5.0' 4.0 7.0" 10.0' 5.0" 4.0" 7.0' 10.0 5.0"4.0' 7.0 :• +i/4=20 1/4' ; _L- k INTS SOLID -SET AN! 14C3it k•d/ 718" EMBED & SS MACHINE SCREW- (3000psl MIN CONC) s� 3" MIN EDGE DISTANCE_ C3 C4 .:5 Cl Cl C2 C3 C4L16.0" Cl _ C2 C2 C3 C4 CS 43 16.0" 16.0" 16.0" 16.0" 53 16.0" 16.0" 13.5" 16.0" 160' 14.0" 8.5" 13.5" 16.0" 16.0" 8.5" 5.5" 9.5" 12.0" 62 16.0" 16.0" 10.5" 16.0" 16.0" 11.0" 7.0" 11.0" 16.0" 16.0" 8.5" 5.5" 9.5" 12.0" 70 16.0" 15.0" 9.0" 14.0" 16.0'. 9.0" 6.0" 10.0" 13.0" 16.0" 8.5" 5.5" 9.5" 12.0" 100 16.0" 8.5" S.5" 9.5" 16.0" 8.5" 5-Y' 9.5 12.0 16.0" 8.5" 5.5" 1/4' POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psi MIN CONC) s�--� 2-5/8" MIN EDGE DISTANCE Cl C2 C3 I C4 I CS a C2 C3 C4 CS Cl C2 C3 C4 C5 43 16.0" 16.0" 14.0" 16.0" 16.0" 16.0" 14.0" 8.0" 12.5" 16.0" 14.0" 7.5" 5.0" 8.0" 11.5" 53 16.0" 16.0" 9.5" 14.0" 16.0" 16.0" 9.5" 6.0" 10.0" 16.0" 11.5' 6.0� 4.0" 7.0„ 8.0" 62 16.0" 12.5" 7.5 12.0' 16.0" 14.5' 7.5" 5.0' 8.5 11.5" 11.5' 6.0 4.0 7.0 8.0' 70 16.0" 10.0" 6.5" 110.5. 16.0" 12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" 100 11.5" 6.0" 4.0" 1 7.W' 8.0" 11.5' 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" 8z, 1/4' POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psi MIN CONC) ' 3-1/2" MIN EDGE DISTANCE Cl. C2 C3 C4 I CS Cl C2 I C3 C4 CS Cl C2 C3 C4 CS 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 14.5" 9.0" 13.5" i6.0" 15.0" 7.5" 5.0" 9.0" 12.0" 53 16.0" 16.0" 10.5" 15.0" 16.0" 16.0" 10.0" 6.5" 10.S" 16.0" 12.0" 6.0" 4.0" 7.5" 8.5" 62 16.0" 13.0" 8.0" 12.5' 16.0" 19t!" SOB .6.0" %0" 2�" 0" 6.0" 4.0" 7.5" 8.5" 70 16.0" 10.5" 7.0" 11.0" 16.0" 2.5' 6. 4 9- " 2.0" 6.0" 4.0" 7.5" 8.5" 100 12.0" 6.0" 4.0" 7.5" 8.5" 1 JW' ' 24. " &. 14.0" 6.0" 4.0" 7.5" 8.5' *12 SMS W/ 2' -YEWALL ARMOR INSERT Yi/ 2' EMBED (2000ps1 MIN CONC) -TOO • 2' WN EDQe DISTANCE • • . Cl C2 C3 C4 C5 Cl C2 CS Cl,tl C2. C3 04 C5 43 '16.0" 16.0" ll.5' 14.0" 16.0" 6. " 6.0" 16.0" 16.0" 9.0" 4.5" 6.5" 13.5" 53 16.0" 16.0" 8.5" 11.0" 16. " 16.0 11.5" k7.5"D.W' 16. 1 0" 7.0" 3.S" 5.5" 10.0" 62 160 15.0" 7.0" %T' 16.9" A6.0' 9.a" 40" 14.0" 7.0" 3.5" 5.5" 10.0" 70 16.0" 12.0' 6.0" 8.0" 16. 4.5 .5" 1065" 140" 7.0" 3.5' 15' 10.0" 14.0" 7.0" 3.5" 5.5' 30.0" 14.0" 7.0" 3.S" 5.S" 10.0" 14.W 7.0" 3.5" 5.5" 10.0" i *12 SMS W/ 2.75' EYEWALL ARMOR INSERT W/ 2.5' &MBED_(2is�rFA WN CONIC* 43 16-W 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 14.0" 16.0" 16.0" 11.5" 6.0" 9.5" 16.0" 53 16.0" 16.0" 12.0" 16.0" 16.0" 10.0" 45.0" 7.5" 1, 6,0" 1 W' 9.0" 5.0" 8.0" 13.0" 62 16.0" 160'. 9.5' 13.5' 160' 1 .0". l S�� 5 � 16'0, l OP" .9.0" 5.C" 8.0" 13.0" 70 16.0" 16.0" 8.0" 11.5' 16.0 1 .0�� 8.5� 14t0' 16t01 , 9.0„ 5.0�� 8.0„ 13.0�" IGO 16.0 9.0 S.0 B.O.13.0' 16.0 -9.0 5.0 �' 8.lA 13;0 10 9.0 S.d 8.0 13.0 •i,c«.- .- Y ".-r�.a- �..L?w. �.s'. i°fi_../1R���'i. ,'i� �:oaaiw+.s .. ..., -r„ ._.- e Ifl! tt� No PE00, 7 � / BCOMBINATIDIf-0. .. STATE i / 10 COMBINATIOK4-- �S .,F(ORIOi o l�///,'O/VAL NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING, SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: - C2 CONNECTION TYPE USING PIECE ©0 WITH OUTSIDE ANCHORS ONLY - C4 CONNECTION TYPE USING PIECE QB WITH OUTSIDE ANCHORS ONLY ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 (P9 1). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUA! TO :NUTTER SPAN. 3. SEE MOUNTING :3EMON DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER 4CHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 4CNNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. >� 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" ((MIN.)) WOOD STUD. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL -- HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT), U.O.N. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,>� NUT OR WASHER WINGNUT. oil Ij Capff>lOBTFFAN{1®1WiW PJ 15-2339 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 11 WHEN ANCHORING TO HOLLOW BLOCK, SIDS DRILLS SHOULD NOT BE USED TO I DRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK WAtIN - - pAfiE pit 15-2339 SCAM - ANCHOR a • t L EDULE: HOLLOW CONCRETE BLOCK �j u~i 0 X In .ANCHOR - LOAD iPso _ 2` MIN EDGE DISTANCE' Spans Up To 6'-0" CONN TYPE Ci C2 I C3 C4 I CS Spans Up To W-3" CONN TYPE C1 C2 C3 C4 CS Spans Up To 12!-0" CONN TYPE C.1 C2 C3 I C4 C5 3 Qp m #12.SMS W/ 2" EYEWALL ARMOR INSERT W/ 1-1/4" EMBED 43 16.0" 16.0" 7.S' 9.0" 16.0" 15.5' 8.5" 4.5' 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" S3 16.0" 10.5" 5.0" 7.0" 16.0" 110' 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.S" 5.0". 62 14.0" 7.S" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0" 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.S" S.0" 100 7.0" 3.5" 3.S' SO' 7:0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" ANCHOR SCHEDULE: WOOD (G=0.55) j _ ANCHOR LOAD ipso 3/4' MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl C2 I C3 I C4 I CS Spans Up To 8'-3" CONN TYPE Cl I C2 C3 I C4 C5 Spans Up To 12'-0" CONN TYPE Cl I C2 C3 I C4 I C5 1/4" LAG SCREW WITH 1-3/41 MIN THREAD PENETRATION 43 16.0" 16.0" 11.5' 12.5" 16.0" 16.0" 16.0" 7.5" 9.0" 16.0" 16.0" 14.5" 4.5" 6.0" 16.0" 53 16.0" 16.0" 8.5" 10.0" 16.0" 16.0" 16.0" 6.0" 7.0" 16.0" 16.0" 11.5" 4.0' 1 S.0" 16.0" 62 16.0" 16.0" 7.0" 8.5" 16.0" 16.0" 14.5" S.0" 6.0" 16.0" 16.0" 11-5" 4-d" 5.0" 16.0" 70 16.0" 16.0" 6.0" 7.S" 16.0" 16.0" 12.S" 4.0" 5.S" 16.0" 16.0" 11.5' 4.0" 5.0" 16.0" 100 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11-S' 4.0" 5.0" 16.0" in c 0 O 7/16" WOOD BUSHING WITH 1.13" MIN EMBED & 1/4-20 SS MACHINE SCREW _$.a 43_ 16.0" 16.0" 8.0" 10.0" 16.0" 15.5" 8.5" 4.5" 7.0" 15.5' 8.5" 4.5" 4.5" 7.0" 53 16.0" 10.5" 5.5" 8.0" 16.0" 11.0" 6.0" 3.5" 5.5" 11.0"1 7.0" 3.5" 4.0" 5.0" 62 14.0" 8.W' 4.5" 6.5" 14.5" 9.0" 4.S" 3.0" 4.5" 7.0" _7.0" 3.5" 4.0" 5.0" 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.5' 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" 100 7.0" 3.5" 4.0" S.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 3 #14 SMS OR *14 WOOD SCREW WITH 1-3/4- MIN THREAD PENETRATION 43 16.0" 16.0" 12.5' 14.5" 160' 16.0" 16.0" 8.0" 10.0" 16.0" 16.0" 11.S" 5.0" 7.0" 16.0" 53 16.0" 16.0" 9.0" 11.5" 16.0" 16.0". 150' 6.0" 8.0" 16.0" 16.0" 9.5" 4.0" 5.5" 13.0" 62 16.0" 16.0" 7.5" 9.5" 16.0" 16.0" 11.S" 5.0" 7.0" 16.0" 16.0" 9.5" 4.0" 5.5" 13.0" 70 16.0" 16.0" 6.5" 8.5" 16.0" 16.0" 10.0" 4.5" 6.0" 14.0" 16.0" 9.5" 4.0" 5.5" 13.0" 100 16.0" 9.5" 4.011_1 5.5" 13.0" 16.0" 9.5" 4.0" 1 5.S" 13.0" 16.0" 9.5" 4.0" 5.5" 13,0" ANCHOR SCHEDULE: WOOD (G=0.42) 3/4" MIL: EDGE DISTANCE �j Spans Up To 6-0" Sp-,n Up To 8'-3" Spam Up To 12'-0" D LOAD CONN TYPE CONN TYPE CONN TYPE = � ANCHOR (Psfl Cl I C2 C3 C4 I C5 Cl I C2 I C3 C4 I CS Ci I C2 I C3 C4 I CS 1/4" LAG SCREW WITH 1-3/4 43 16.0" 16.0", 9.0" 10.0" 16.0" 16.0" 16.0" 5.5" 7.0" 16.0" 16.0" 9.5" 3.5" 4.5" 15.0" 53 16.0" 16.0"'€..5" 8.0" 16.0" 16.0" 12.5' 4.5" 5:�" 16.0" 15.0" 7.5" 3.0" 4.0" 11.0" M'.Er.THREAD PENETRATION 62 160': i•6.0"• 5.5": 6.5", 16.0" 16.0" 9.5" 3.5" ,15.0" 15.0 +" .3-!1" 4.0" 1 .0" = 5.0" d 7.5" 70 16.0" 13.5' 4.5" 6.0" 16.0" 16.0" 80" 3.0" 4.0" 11.5" 15.0" 3.0" 4.0" 11.0" a 100 IS.O" 7.5" 3.0" 4.0" 11.0" 15.0" 7.5" 3.0" 4.0" 11.0" 15.0" 7.5" 3.0" 4.0" 11.0" *14 SMS OR #14 WOOD 43 16.0" 16.0" 8.5" 10.5" 16.0" 16.0" 12.5" 5.5" 7.0" 16.0" 13.0" 6.5" 3.5" 5.0" 10.5' 0 SCREW WITH 1-3/4" MIN 53 16.0" 16.0" 6.5" 8.0" 16.0" 16.0". 8.5" 4.0" 5.S' 16.0" 10.5' 5.5" 2.5" 4.0" 7.5" 62 16.0" 11.5" 5.0" 7.0" 16.0" 13.0" 6.5" 3.5" 5.0" 10.5" 10.5" 5.5" 2.5" 4.0" 7.5' 0 THREAD PENETRATION 70 16.0" 9.5" 4.5" 6.0" 16.0" 11.0" 5.5" 3.0" 4.0" 8.0" 10.5" 5.S' 2.5" 4.0" 7.5" 100 10.5" 5.5" I 2.S" 4.0" 7.5" 10.5' S.5" 2.5" 4.0" 7.5" 10.5" 5.5" 1 rR 10 �,� • STATE OF W th H E - .ORIDA - wt J Ila; i NALE�` W o•s 7��1t/liiltii Z h+ W V s ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK R 4' MIN EDGE DISTANCE Spans Up To 6'-0'. Spans Up To 8'-3" Spans Up To 12'-0" - CI, �3 X• 3 = N ANCHOR LOAD CONN TYPE Ci `C2 C3 I C4 I C5 CONN TYPE Cl I C2 C3 C4 I CS CONN TYPE Ci C2 I C3 C4 CS 0 5/16' ITW TAPCON XL W/ 2-1/4' MIN. EMBEp • • • • • • 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 1S.0" 16.0" 16.0" 16.0" 15.0" 9.0" 14.0" 16.0" 3 6.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 16.0" 16.0" 12.0" 7.5" 12.0" 16.0" 2 . 16.0E 16.& f4.011 16.0" 16.0" 16.0" 15.0" 9.0" 14.0" 16.0" 16.0" 12.0" 7.5" 12.0" 16.0" a0 • 1.S' 16.0" 16.0" 16.0" 12.5' 8.0" 12.5' 16.0" 16.0" 12.0" 7.5" 12.0" 16.0" • •- • • • • F 12.0" 16.0" 16.0" 12.0" 7.5" 12.0" 16:0" 16.0" 12.0" 7.5" 12.0" 16.0" 5/16" ELiCO• ULTRACON W/ 2-1/4' MIN. 2MBED 43 16.0" 16.0" 16.0" 13.S' 10.S" 7.S' 14.0"' 11.0"116.0" 16.0" 16.0" 10.5" 6.5" 9.5" 16.0" 11.0" 5.5" 6.5" 9.0" S3 14.0" 7.5" 7.5" 13.5" ?.0" 6.5" m 0 ae 08 • • • s • • • • • • 62 6.0" 10aW 640" 9.0" 16.0" 11.0" 5.5" 6.5" 9.0" 9.0" 6.5" ir0• .0" 8D 8.0" 15.5' 9.5" S.S' 7.0" 9.0" 6.5" 50-. tow 5.5" 1 6.5" 9.0" 5.S' 6.5" 9.0" 6.57 • • 2' MIN EDGE DISTANCE C1 C2 C3 C4 I C5 C1 C2 I C3 C4 I C5 C1 C2 I C3 C4 CS _ _- c+r-•_ :-�,.c.rc:. __ - .. _ _ . _ •._. .. Y._„ - #12 SMS W/ reAW4u. •k4:3 ARMOR INSERT Wf 2-EMBF%�3P - - _ - . si- •; 0" 16.0" 9.5" 11.S' 16.0" 16.0" 14.0" 6.0" 8.0" 16.0" 14.5"E7�.S"f5" 5.5" 11.5" .i-.a•r.._ ... _ _.... ANCHOR NOTES: SEE SHEET 9 FOR ANCHOR NOTES. NAP- 1690" . " 16.0" .0 ''E.S"rt/.5"' 9.0" 16.0" 16.0" 9.5" 4.5" 6.5" 16.0" 11.S'0" 4.5" 8.5" .Q 16.0'`' i4•I.` 1.5" 3.5" -S..S" 12.0" 11.5" .6.0" + 3.s.s' ;z1:5' i3:5.. 5' 0 6.5" 16.0" 12 S' 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.S' 8.5" 1 00 11.5' 6.0" 3.0 4.5 8.5 11.S' 60' 3.0" 4.5" 8.5' 11.5' 6.0" 3.0" 4.5" 8.S" U' �< 9 f3 gg, 19 wW 0;g^ M (AWaiw p W di ri N M J a. U s W8 IAaYOM �C7500ro 0:21 a 2��Q . C i E G 03 0 tti �LL 0WVN R=LIBl M=P.E j 15-2339 SCALE: �-- PAW DESCRIPHON: _ _--