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WS-19-284Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date Location Address Parcel Number 1081 NE 95TH ST, Miami Shores, FL 33138 1132060143620 Contacts Permit NO.: WS-0-19-284 Permit Tyre: Windows/Shutters Work Classification: Shutters Permit Status: Approved Expiration: 08/ 12/2019 ANA MARIA MEDINA Owner 1081 NE 95 ST, MIAMI SHORES, FL 33138 ATLANTIC SHUTTERS, INC Contractor KEVIN KENNEDY 15421 W DIXIE HWY, MIAMI, FL 33162 Business: 3059457277 Description: INSTALL ACCRODIAN SHUTTERS 2 OPENINGS Valuation: $ 5,760.00 Inspection Requests: 3fl5 762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.20 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $140.80 Payments Date Paid Amt Paid Total Fees $140.80 Check # 6558 02/12/2019 $90.80 Check # 6544 02/07/2019 $50.00 Amount Due: $0.00 Building Department Copy 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 regula_Ung 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 Miami Shores Village Building Department R�c�av�° 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB 0 7 1019 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2Q01-4- BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1081 NE 95 Street ` City: Miami Shores County: Miami Dade Zip: -3 3 `3 8 Folio/Parcel#: 11 -3206-014-3620 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Ana Medina Phone#: (305)401-3695 Address: 1081 NE 95 Street City: Miami Shores State: Florida Zip: 33138 Tenant/l.essee Name: Email: Phone#: CONTRACTOR: Company Name: Atlantic Shutters, Inc. Phone#: (305)945-7277 Address: 1970 NE 153 Street P. 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: $ 5,760.00 Square inear Footage of Work: 200 Type of Work: ❑ Addition F Alteration ❑ New ❑ Repair/Replace Description of Work: Install accordian hurricane shutters 2 openings Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $� _ Bond $ _ TOTAL FEE NOW DUE $ (Revised02/24/2014) � _ .«,y��. A�f.,K�A'NAHryM'..n..�. ..,T ... ., .tarx, J.Pgi:.... - ... .O!—^'V�a.'f:... :.. .... ,+.it+.•.q"<� +w.wYf R='Y •.a..M �'K af.•:.q:�i'sR{,pv�j�44.'�te'.i4wi ws►., ... -. , .. • Mw....ak1s...un�d .. .. . .�r��.k.`✓r.r�,^W�,—tow-'-.+...v.w.W'�'oPsalrM:4...iii�F'IM�w r.+4 Bondirig.Company's Name (if applicable) "Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State WE 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 the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature r hLj� OWNER or AGENT The foregoing instrument was acknowledged before me this day of - �' 16, U Ll" , 20 JiCR , by (A-e.d c nG who is personally known to me or who has produced 1 0 1-- identification and who did take an oath. NOTARY PUBLIC: Signature ,3 t1i CONTRACTOR The foregoing instrument was acknowledged before me this day of FQ_�JrVdLrq 20 1Q by C 4j iA who ispersonalh kn_wo to as me or who has produced Sign: 1d� & Print: 1 M P, i2)Q,(ij:�j Seal: ""'g,, WILLIAM A. BELSKIS :,'a• ' MY COMMISSION A GG 0313, F EXPIRES: October 29, 2020 ^'^.,E o�r��;:•' bonded Th hlctary, Pubiir, Underwriters APPROVED BY identification -and who did take .an oath. NOTARY PUBLIC: as Sign: X&� Print: Lai `oi 4 1A, �s D29,2O20 Seal: yP�,WILLIAMA.BMYCOMMISSIC)tJiEXPIRES. Octobe@onded Thru Nx� .,y P,:b Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Applit'adion - Miami -Dade County Page 1 of 1 (� 0��FICE OF �1 HE PROPERTY Ama PPRAISER Summary Report Property Information Folio: 11-3206-014-3620 Property Address: 1081 NE 95 ST Miami Shores, FL 33138-2547 Owner ANA MARIA MEDINA LUIS FERNANDEZ DE CASTRO Mailing Address 1081 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,057 Sq.Ft Lot Size 13,800 Sq.Ft Year Built � 1954 Assessment Information Year 2018 2017 2016 tLand Value $496,556 $496,556 _ $510,979 Building Value $342,537 $346,664 $350,791 XF Value $25,446 $25,446 $25,446 Market Value $864,539 $868,666 $887,216 Assessed Value $836,123 $818,926 $802,083 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $28,416 $49,740 $85,133 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 28 & 29 BLK 81 LOT SIZE IRREGULAR OR 20439-2241 05 2002 4 Generated On : 1/28/ Taxable Value Information 2018 201-/ 2 County Exemption Value $50,000 $50,000 $50 Taxable Value $786,123 $768,926 $752. School Board Exemption Value $25,000 $25,000 Taxable Value $811,123 $793,926 $777. City Exemption Value $50,000 $50,000, $50, Taxable Value $786,123 $768,926 $752. Regional Exemption Value $50,000 $50,000 $50 Taxable Value i $786,123 $768,926 $752 Sales Information Previous OR Book - Price Qualification Description Sale Page 29077 03/17/2014 $1,000,000 Qual by exam of deed 2768 20439 Sales which are disqualified as a re 05/01/2002 $0 2241 of examination of the deed 194242 4- 12/01/2000 $385,000 Sales which are qualified 2 15851- 03/01/1993 $1951000 Sales which are qualified 0836 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 1/28/2019 ATLANTIC SHUTTERS, INC. 1970 N.E. 153rd Street - Suite 7 - North Miami Beach, FL 33162 'f Tel: (305) 945-7277 - Fax: (305) 945-1131 40 CBC1251102 NAME �l5 1i?�`�«!flI I)/1 DATE t�'ZZ ADDRESS _10 1 AX PH: HM ( ) ��-36 s � CITY (�)I skSTATE�G _ZIP33139 PKWK(�6�3LS Zyyy��j IN Iffurn DETAIL SPECIFIC UNUSUAL OPENINGS ,M �I"ard/.$h!� y�-y���j� � fin[-�` IiiAh` ILT `�i lLh1M.,", �,��/� 311'1liR��i■!►Iii 7-741WIMIS o, , PRICE $ �IDIAGRAM SALES TAX Lid) ►. ►► PERMITS $ TOTAL CONTRACT $ BALANCE $ • • *ESTIMATED DELIVERYi e OF PROPERTY 4. i AI i 'Estimated delivery time starts upon receipt of all completed forms required for installation; i.e.: permit applications and Homeowner's AssodaftnApprlivaft, Terms and Conditions ATLANTIC SHUTTERS. INC (-SELLER-) AND THE PURCHASER AGREE TO THE SALE AND INSTALLATION AND/OR 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 ay s6LLER-s DuLv 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 terns 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 hlslhedthelr signatures) hereto has not been obtained or induced by any promise, agreement or representation not contained herein and that he/she/hey 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 SERVICES 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 ER' AGREED AND ACCEPTED BY PURCHASER: EP E N TI E: COMPANY: ;l � • ��� DATED: 0/- as- 19 0 Medina Residence 1081 NE 95 Street Miami Shores, FL. 33138 Mean Roof 11' Peak Roof 13' Pos 48.6 Neg 65.1 x -7ONING b EPT DATE SAD�, KEPT SUEJECT 1.0 CCAIPLIF'�IC STAT E V'I f;-I AI_� FEUERAL E ANU Cc I fT,, . __ Ar��EGULATIC'�S x .. ... . . . . . .. . •. . • . • ••. . •. .•. .• . • . .. •• ..• • . ..• . • • . . . . . . . . . • . •. . . . . . • • . . . . • • . . • . • • • • • . • • • • 0 . County: Wind Speed: AL *rAROOQ CORPORATION 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 Miami Dade 175 MPH Risk Category: II Exposure Category: D Tributary Area: 10 FTZ Roof Slope: >100 1. Client: Atantic Shutters, Inc. 2. Project Name: Medina 3. Project Address: 108( NE 95 Street Miami Shores Florida 33138 City State ZIP 4. Buiiding Height: III (See Figure 1 above) For building equal or less than 40 feet high Mean roof height Maximum Design Load (PSF), EXT. (+) INT. (-) ® 15 48.6 65.1 ❑ 25 53.3 71.4 ❑ 30 54.7 73.3 ❑ 35 56.1 75.2 ❑ 40 57.6 77.1 Notes :- - Table above shows maximum design load for shown building height in end zone. - Load, positive and negative are taken at mean roof height and (pply to allfloors. • • Disclaimer:- - This document is not valid without the embossed seal of an envneer employed by AI-Faroog Corporation. 0 • - No portion of this document may be used or reproduced in aly panm er. • (except, however, for that portion ofASCE 7-10 set forth hereM). • (Residential Projects Only) .: •...: Y't�-61 261.9 • a • . •,.JA\, P. • • `Ir 105.A.& #3538 9360 Sunset Drive, Suite 2201 Miami, FL 331731 T: 305.264.81001)j:105.*2.691$ hi;xv.afcTT n c m alfarooq@sfceng.com Soo 0 . .. .. . . . .. .. Miami Shores Building . Department Product Approval Schedule / Compar son Chart Address: 0 8 AF_ 4RS'.S+n,& Permit No. 0 ning Description OfWindow Product Acceptance Product Approval Opening Design I Rough Opening Silutlej- nequired Mullion Required or Door or Mullion Number Design Pressure Pressure I Size Yes No Yes / No --Yes/ No Wholesale Aluminum and unt y) U S T R I E Sr Building Building Products A Division of ABC Suppy Co., Inc. Product Approval Authorization Form To whom it may concern: Town & Country Industries hereby (�authorizes A1 QN`Lf`C (v (I #Qe-s i -T-AL To use our 6.8/SL /HR Accordion Shutter Systems product approval # FL13757 on the following jobsite ,Ve Cr "7✓3 Address: �06 ( E QS S��u %%�ii�M. Si�tcin i , FG 3 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 & Country ....... . .. .. ........ ed re resentativ' f .. . . . .... .. .. .. . .. .... .... ....... . . ..... . ... . ...... . .... .... . . .... . i'ruiiva. L3uliuwg k uUC unnne Page 1 Of 2 . W Y mil-. �..•wmvti> 4. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links 1' Search Florida raji! Product Approval USER: Public User .- jsr�vri.�a Product Approval M nu > Product or Application Search > Application List > Application Detail FL # FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived r. 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 Frank 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 Accordion 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 the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expirat.,*, n Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Frank L. Bennardo, P.E. PE-0046549 National Accreditation & Management Institute 12/31/2018 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL13757 R6 COI Inde�l. pdf FL13757 R6 CO[ Inde_p2 )df FL13757 R6 COI • • • • • Indeo3 odf • • • • • • • Standa Ri • • ASTM Gi886••i • • • • • • • • a•i ••• ••• Year 2006 ASTM E1996 2005 . ASTM E330 2002 TA M ••• • • • ••• • • • • • • • 1994 TA9 202 • • • • • • • • • • • • • • • • 1994 TAS 2%3 • • • • • • • • • • • • • ••• • • • 1994 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 4 //www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 12/29/2017 �. ' P '1 6.L.Lua 17u11um I g koue unnne Page 2 of 2 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv E uivl.pdf FL13757 R6 Eauiv Epuiv2.odf FL13757 R6 Eauiv Eauiv3 pdf Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved +cn nf?n1 7 of Products FL # Model, Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Approved for use in HVHZ: Yes. Installation Instructions Approved for use outside HVH.: Yes FL13757 R6 II Dwol.pdf Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: See installation drawings''or allowable Evaluation Reports FL13757 R6 AE Evall pdf span/pressure combinations and E*ditional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter I Large Missile Impact Resistant Accordion Shutter System Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes FL13757 R6 II Dwo7.Ddf Verified By: Frank L. Bernardo, P.E. PE0046549 Impact Resistant: Yes i. Design Pressure: N/A Created by Independent Third Party: Yes Other: See installation drawings for allowable Evaluation Reports FL13757 R6 AE Eval2 gdf span/pressure combinations and addi0noal limitations of Created by Independent Third Party: Yes use. 13757.3 E.A. Essential Facilities Accordion i Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL13757 R6 II DwD3 pdf Verified By: Frank L. Bennardo PE-0046549 Impact Resistant: Yes Design Pressure: +110/-128 Created by Independent Third Party: Yes Other: See product drawing for additional information, Evaluation Reports FL13757 R6 AE Eval3 odf anchorage, etc. Created by Independent Third Party: Yes Back Next Contact lxlls :: 2601 Blair Stone Roan Tallahassee FL vaog phone: 850-487-1824 The State of Florida is an WEED employer. Coovriaht 2007-701'+ State of Florida :: privacy Shte= :: AQqLUjWHjL5jjLe= ; ; R f andStatement Under Florida law, email addresses are public records. If you do riot 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 mall. 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 emails provided may b_. used for official communication with the licensee. However email addresses are public record. If you do riot wish to supply a personal address, please provide the Department with an email address el ich We be nlsdelvaila�le to the public. rOdetermine if you are a licensee under Chapter 455, F4., please click hire .6 • • • • • Product Approval AgMts• • • • • • • • • u` ®OWN• ••• • • ••• Credit Card • • • • • • • . I . .. .. . . . .. .• ... . . . ... . . https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 12/29/2017 Ps E ■ R � T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING` EXPRESS® EXPERT PRODUCT EVAt. uATimr4 REPORT August 4, 2017 Application Number: FL13757.1-RE .. EX Project Number: 15-2338 Product Manufacturer: Town & Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion 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 IM 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 with the 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 DOCUMENTS EX drawing #15-2338 titled "6.8 Accordion Shutter, sheets 1-13, 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 and TAS 202 test standards per test report(s) #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #98-016 (signed by George Dotzler) by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05 & E1996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102-07, #0353- 0512-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #03-024 (signed and sealed by Yamil G. K,,,.;, PE) by Constructi?RTostlhyCoWration (CTC),I. • STRUCTURAL ENGINEERING CALCULATIONS r �� �jl Valid for •••� - e•� L••thy rs. 2 Structural engineering calculations have been prepared w�iiy ch � evaluate the product based on comparative and/or rational, •+ • analysis to qualify the following design criteria: { { • { { •�^.®'� 1. Maximum Allowable Spans - 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation • • • = $TX6 r�Q; • • •9885 . •fie'{ . 160 SW 12T" AVENtIE SUITE 106, isEERtIELD EAC�N�� • gA� 3442 PHONE: (9 .l) 354-0660 - FAX: (954) 354- 3 ENGINEERINGExjjfs.4.ccV4 • • ••• • • INMTEFL1777T.1 POfl7014 RCIIM:WOOD {pp,[CTy/AptPftAAA7MILAi4VKiL17/6/.fDV ING Town & Country Industries -- 6.8 Accordion Shutter 4. Anchor Spacing 5. Anchor Capacity ,ust 4, 2017 Page � 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 repo,-, 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 engineering design of this product. A 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 listed 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 he 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 products respective anchor schedule shall be designed for on a site -speck 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 • . .. • .. ••. 0. .. ... .. .•. . .. 160 SW 12TM AVENUE SUITE 106, 15EER•FIELD ACH, FLORIDA 33442 PHONE: (954) 354-0660 -Fax: (954) 354-0443 ENGINEERINGEVjVss.CQM• ♦ ••• • • VWD,L(.TgfFl}MNN.COPGION FMYffCI•FM•UFp.TF Flfi]q.I FORTM • • • • • • • 1` nQ•�� �•FPpIF�f Y�M1E1� I.CATEIt+lf»p.1Doc • •• •• • • • •• •• ••• • • • ••• • • 2 E Lo m a �I TABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE WITHIN THE HVHZ DESIGN WIND LOAD (PSF) HVHZ HVHZ POSITIVE POSITIVE WIND WIND LOAD I LOAD WITH WITH CENTERMATEt UNIMATE 2s 9OR 3i & 32 OR 33 & 34 HVHZ NEGATIVE WIND LOAD ql� COMOUING NDITIONS"" 23.9 156" 156" 156" 25.0 154" 1 156" _156- 156" 35.0 142" 150" 156" 40.0 45 137" 145' -- 133" -- t- -_ 141" 156' 156" - 156" - 155" - - 0 55.0 60.0 -.T _ -- 129" - - 137" - r 126" 134" 124" - 131' - 148" - - 121" 129" 143" 70.0 - 119" 126` 137" 7 .0 117" - 124" 133" 80.0 115" 122" 128" 85.0 113" 120" 125" 90.0 112" 118" 121" 95.0 _ 110" _ 117" 118" lou.0 109, 115" 115" - 105.0 110.0 - ---rt---� _ 115.0 120.0 125.0 130.0 ---- 107" -- 106" 105" 104" _ 112" 112" _ 110" - -- 107" _ �- 105" 110" --- 107" 105" - 103"101* _ 140.0 - 95" 145.0 92" 150.0 89" 155.0 _ _ 86" 16.0 185.0 _ 170.0 83" _ 81" 78" 175.0 180.0 185.0-- - ---- 76" -- 74" 72" 190.0 - - -- 195.0 M. 200.0 66" 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN THE HVHZ POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM GLASS INSTALLATIONS INSTALLATIONS 5 3U ABOVE > 30' ABOVE GRADE I GRADE (IN.) (IN.) 29.3 156" 5.7" 3.5" 30 60" 3.0" 1.1" _ N. 120" 156" 3.0" 1.5" 3.0" 1.9" 1 5.7" -� 3.5" 40 60" 3.0" 1.1" W. 3.0" 1.6" 108" 3.0" 1.8" 120" 3.0" 2.2" 132" 5.7" 2.8" 145" 5.7" - 3.5" C50 • " 11-1" 1 - 2.0" 120" 3.0" 2.5" 137" 5.7" 3.5" 60 60" 3.0" 1.2" _ N. 3.0" 1.9" 108" 3.0" 2.2" 131" 5-7" 3.5" 70 60" 3.0" 1.2" 84" 3.0" _ 1.5" W. 3.0" 2.0" _ 126" 5.7" 3.5" 90 60" 3.0" 1.2" 64" 3.0" 1 7" 99" 3.0" 2.3" 118" 3.5" 3.5" 110 60" 3.0" 1.3" - U. 99" 3.0" 3.0" - 1.8" - 2Z" - 110" 3.3" 3.3" 120 60" 3.0" 1.3" 84` 3.0" 1.9" 105" 3.1" -�--- 3.1" - - ** FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE 3 ALLOWABLE SPAN SCHEDULE NON-HVHZ DESIGN WIND LOAD LOAD POSITIVE AND NEGATIVE WIND LOAD ALL MOUNTING CONDITIONS- 50.0 156" --- 55.0 60.0 _155" -_ 148" - 143" - 65.0 -- 70.0 137" 7,5.0 133" 80.0 128" -- 85.0 125" 90-0 121" --- -- -118" - 95 0 100.0 105.0 110.0 _115" _ 112" 110" --- 107" -- 115.0 120.0 105" 125.0 - -103" -- 130.0 - -� - 101" - 135.0 W. 140.0 95' 1455 0 - 92" 150.0 89" _ 155.0 86" 160.0 -_ 83" 165.0 - 81" -- - 170.0 78" 175.0 76" 180.0 185.0 --- 74" - 72" - - 190.0 70= 195.0 68" -- 200 0 I 66" ** FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 RECEIVED FEB 0 7 2019\ �K LICEN TABLE 4 _ ALLOWABLE SPAN SCHEDULE z -0 ASTM ESSENTIAL FACILITIES ONLY O MINIMUM SEPARATION % FROM GLASS POSITIVE I DESIGN SHUTTER INSTALLATIONS INSTALLATIONS PRESSURE SPAN 5 3V ABOVE > 30' ABOVE (PSF) GRADE GRADE (IN.) (IN.) 60" 3.1" �" 30 3 1'-----1.4" - - _ - - - - , e" - 156" - -- 3.5" -- 5.8" W. 33_1 1.1" 99" -- -�--- - 4,3 108" 3.1" 1.8" 120" f ; 31" r-- 2.2" 132" 5.8" 2.7` 156" 5.8" 4.3" -- T-- -- - 50 108" 3.1" _ 2.0" 120" 3.1" 2.5" f 132" -'- -- 5.8" __- 3.1" 156" 5.8" 5.2" - 60" 89 3.1" 1.8" 60 108" 3.1" 2.1" 120" - 3.1=-� 2.7" 148" 5.8" 5.0" 60" 3.1" 1.1" ___3.1" 70 W. - - 3.1"- _ 120" 3.1" 3.0" 5.8" t-- - - 4.5" - 137" W. 3.1" ---- -- f- 1.2"- -- 84" 3.1" 1.6"- 90 99" 3.1" 2.2" 120" 3.7" 3.6" 121" 5.8" 3.7" 60" 3.1" J 1.2"- M. 110 _ 3.1" I 1.8" 99" 3.1"- 3.3" 110" 3.3" 60" 3.1" 1.71 -- - 3.1"---1.8" 120 t -M. 99" J 3A- -- ) -- 2 6, - + 105 3.1" 3.0" ' . A Op <ORIQA '///NAL EN ��11111111j1 TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN . •' ' ; • TM 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 00 • • • • SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. • • • • • 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND • • � � : : • NO SEPARATION FROM GLASS IS REQUIRED FOR OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: • • •' • Q IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUT SIDE OF BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. •' THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES • • • 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND :• • . . AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT •. ; • HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN 000 • • • • • IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. ' •' • • • • WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, • HURRICANE pp�-E1 rT10N PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL • • • • ' • • THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE • • • . BE USED. ; ; ; • • • USED. lJ: N Z• s Fm 80 LuNJ Utn onLL 1nI O�S 1.J gQ W Z p W oNq IWlj 0 [sic 3LL Z w O W iu %0 0 b.4 15-2338 I= U. Ls i GENERAL NOTES: 1. THIS SYSTEM HAS BEIONEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE ZONE, ANXTH D D THEIINTT RN2ATIONAL BUILDING CODEFOR USE WITHIN N(( B� AND INTERNATIONALUTSIDE THE HIGH O ESSENTIAHURRIL CODE (IRC). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM 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 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 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 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQQUIRED FOR ALL WIND ZONES, IN ACCORDANCE WITH ASTM E1996-09. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN HE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 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 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION . AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS 201 202 & 203 FLORIDA PRODUCE APPROVAL NUMBER 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 14. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A 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. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS..WSE.9EW0.VAE�LE kNCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A faIN. RApIWS-0f ]A'. . 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. .. .'; • 20. SEALANT SHALL BE USED 1. ALL STEEL N CONTACT WITH ALUMINUM SHALL CHORS OR CBE PAINTED OR PLATKS WHEREVER ED AS AS PRESCRIBOEBD IN THE ABOVE -NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH HE INSIDE AND OUTS E QQ THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WD� CONCRETE BEAM'-W�fH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION PQSgWf ALLOWABLE- DESIGN . NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAYI RON OM HAERH05f STR PRESSURES AS NOTED IN TABLE 1 ARE IN THE DS TWE5OUCTURR'EE.UCTZIf� �Np 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK m Z LJ d J o M �Q L wo I- = L,J V) J m X Q Q f- w w LO VARIES - NO LIMIT TYPICAL PL TYPICAL ACCORDION SHUTTER ELEVATION N.T.S * No PE0046549 1 �-(\ ' STAT c E OF G � lS '• �ORIDA '• e 1,9JVAL i VA\\\\ /111111101 TRACK N W TTOM TRACK FRANK L. BENNARDO, P.E. / PE0046549 _ - X9� % CI-0 W� W Z1 z. WW O N FW-M0 V:) U. y ONiM >Q4: Jaw Z2O t O m 0 W ..O Z 440- � �Wa=W O W ui too 14 w W tY (A O G G� 2 m c m E c E cu a� 0 m 15-2338 14 n Ln Pn9 08 O� OC M m �Q rnui W Q 3g0 g� 2 874- 1.825- 100' 11 � ?00" 96" 195" ID 062' 062" V6-.� K6721". 200" 1 2 0"0" 5_745" M X. OWALL SCALE HALF SIZ PROJECTION VARIES 4.874' MAX. 1 2 782' 068' . 07 068" 1.907' 12S" 1 825" 1.825" 1.706, n 100" 1.708" 068" 143' 099" 195" RJ 100" rn 143" 195" � 195" 143' j `^ a ' i7 NiMn c, 062' N095" .062'(U 20006230' 62" 20'0 066 60' 1.510'0688630 997105, 1 708" 095' �_� 1069, 50" 1.200" 095 971" .030' 2.748' 5 745" MAX 3 610" BUILD OUT WALL_ 0 HEAVY 2-LEG WALL O LITE 2-LEG WALL 2 SCALE HALF SIZE SCALE: HALF SIZE 4 SCALE HALF SIZE _ C WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON p lrlSS' I 2 65 12 195- .825" 1 583" m 58B 0 1>� 600 510" n10 �' � 400" N V �I - Ty - 105" 1230" T Y P 875" 3.635" 2 300" 250" 4.510" g SILL O8 SILL ADAPTER U SCALE HALF SIZE ti SCALE HALF SIZE M J LL 4.603- 30 225' 314' _ 4 140" 060 .041" 32S" 258" 297- 1SOR 03OR 054" i 022" (n - � .069" 13 TYP 6.8 SLAT BLAD 17 6.8 STARTER SCALE HALF SIZE SCALE HALF SIZE 3 4.510" 4 102" 221 0S4' i 6 8 STACK/CONECTOR SLAT/BLADE SCALE. HALF SIZE M 00 un v U In CD n (�� Ri 621' ciI Ian 831' 1.069" A-L _---- --� k 1.985' 2195' A75' ? 195" 1 Pw, I L 1.105' I r' TYP M (1J 4.510' O EXTENDED SILL ADAP70R Og EXTENDED SILL 10 SCALE_ HALF SIZE SCALE: HALF SIZE 1 QQd' .14 3' 0 (U 1.994" 997" 143" 1 708" r 195" 6 2'63C' t250" 2.82 5- 143" 100 �143'm (u 20O'l 1.069' 062" q71- .588'�- OHEAVY HEADER/SILL SCALE. HALF SIZE XTRUSIONS .460' :060' . Ln 11 MID SILL 10, SCALE: HALF SIZE FRANK L. BENNARE O, P.E. !1' 0PE0046549 {C 7 No eE0046549 O (lJTArE _ LO [Y!' W M i 0 0 1l1►~i J (Oj m NA U. w nW OW xi . 2728' 61 P W "�a at Z a y z of W 0 -1m i LITE HEADER/SILL 3 Z ui� xW SCALE HALF SIZE p W .. �O 2.365' 085, �1 ry Q to - ro 4.510' 12 MID SILL ADAPTOR SCALE HALF SIZE 3.963' 1.570' .510' o it n r. v 00 o (U 0', V_1.721' .133' 0.080, 0.080' 0.117" � I 682° .630' 096' .060" TT I�co � � .0 2" ti 2.82c^^" G.115' • • • • • :' • ` •. o a .621' • 16 RADIUS CEILING HEADER/SILL `0 0096' 18b WALL SILL .310' ••• •• SCALE HALF SIZE N 180° •• •i •: 'e., • o• _ 080' SCALE HALF SIZE 630"I In m t .080" ni 0.080' • • • • • • • • • s • • s • • .420' • • • • • • • • • • 14 CEILIN*VG HE°RDEf</SILL• • SCALE: HALF SIZE WALL SILL CLIP @0) ••• • • • . ••• s • SCALE HALF SIZE ••• • • • •• •• 3.4 .341 r- ��15-2338 PAGE DOSCRIPRON• '6 L� 0 (U 1 g ANGLE SCALE: HALF SIZ ' NYLON WASHER VOR ALUMINUM (NYLON BUSHING OPTIONAL) ` 14 x 2-3/4" 410 HT S S _ INSERTS SCREW W/ L6 INTO TC ULTRACOTE COATING TRACK (TYP TOP 8. BOTTOM) /,NY SHING W/ WASHER: c� 1/2'" (aD INTERIOR JOINT TOP ii x 1" (nl INTERIOR JOINT BOTTOMN BE USED ON EXTERIORING ASSEMBLY DETAIL E HALF SIZE .623' 1.110' 443' CD 443' Ln m 090' °, —i� o 0 - --- - ------- -- 0 N ' J I 1.068" LL .11 L 3.443' L .I" 1__�, I 3750 1 950" 2&510' 018' #10-24 THUMB 280" `u SCREW4 STAINLESS STEEL ASSEMBLY3200 HOLEn- co p OZ • p NYLON -' a 0 N050" u p o ao • WHEEL Q 1.100" 240" o > TYP AT EVERY 0 THEIR 750 N 20 RECESS SILL FOR USE WITH IN TOP .870' SCALE. HALF SIZE ® AND ® ONLY CYLINDER -SOLID BRASS, NICKEL PLATED 22 ROLLER ASSEMBL HOUSING -ZINC DICAST,POWDER COATED 21 SLIDE ROD _ SCALE HALF SIZE NOTE MAY BE R THUMB SCALE. HALF SIZE TUR ATED INSIDE t-�.250' 23 BRASS PUSH LOCK SCALE HALF SIZE 35 7' R7S .276' �Spp S 4.000" a � .500' oo �.O2' 154' 137' 26 BOX CENTER INSERT SCALE. HALF SIZE 1.978' 1.742" 236' 1.710' 2.250' 0 (ll 27 RAINGUARD SCALE. HALF SIZE 2.125' 286' o Ian .284 m m 0 0) N o C) 0Q N n n r- M In � co o� q (U J•��4" 267" m m r� _ N � co o CD co m Q o �Ln (U � 0 0 �I .224' 2.000' 28 DECORATIVE FLOOR TRACK SCALE HALF SIZE 46S' 2.289" 1 200" 1 100" �190" r-250- 3,476" 125",, _ I— 125" Ln �\ .160'11.001' 062° .222'k-4 062` 176" L, �29 2003 6.8 CENTER M E 30 SCALE E LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE �T ? 5.500' x 13/16' WIDE DELTA MODEL 2022 INDUSTRIAL SYSTEMS C) BOX LOCK SCALE HALF SIZE 7/16-0 STAINLESS STEEL NUT .400' HEAD STYLE VARIES r 30 0 38 THUMB SCREW ss •sal i i ••• i i SCALE FULL SIZE .250' • • • • ' 1/�?•-20x1 OR 5/16-18x1 • • • W • • MACriiNE SCREW STAINLESS 00 So/ 16!'g?INMRNAL A STEEL ,.188' THREAD o TYP. TSCREW INSERT •• ••• (1J .�,V.689° OWDE�� OAT6D, ZINC DI CA 00- . .SCALE FULL SIZE • s • • • s SECTION 36 %-*LCVK •AL4P'T.E'R • E— (OPTIONAL) l 7.000' siALE•HALF :Iz: ��• 39 2X7 ANGLE • s • ��� s • SCALE HALF SIZE �n 0 P D046549 O, NARDP.E. �\ �C� • LtGEN '9 4 No PE0046549 STATE OF wZORION ..1- M 8. U s TONAL IE W LL m , -- ZW ° '_ We ><6:96 Z oaw ZZO IL Ig WW o�° au W� U wY 4 3rLHo (/1W�SW (u �+ �0 BINSIDE CENTER MATE SCALE HALF SIZE *.062" in n M Nm-e a! W � U) p o N M zo inrL' .CO<Q E°4w � og o m w U) 0 40c� NOTE ATTACHMENT SCREWS FOR B END STRIPS SHALL BE #10 TORX w _ OR PHILLIPS DRIVE SCREWS. HAND -TIGHTENED ONLY 40b 6 x Li t` (j OD I _ 8 IV R �� X (lJ COPYRIGhT iiUN(L BBNNOO PE l.J 7 15-2338 ' 1.050' ' CU iGLEt - PAGE DeSMPTWN' m .254' 40a1�401 40c o END STRIP 1" 09 3 2" & 3" E X T n SCALE HALF SIZE v p LL EMBED. EDGE DIST FASTENER [a) 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE) � N Z �IQN ZpN cnr=,=-'x Via¢ aZ—�� mmc3 oLoLn <w_ Sao a W W W N~ N� EXISTING GLASS (INTERIOR) I 1 t 6.80" (TYP.) i _�J ' OR) (2ji LAN VIEW1'- 0" USE (1) BRASS PUSH LOCK OR (1) 5/16-18 THUMB SCPEW I 0 THREADED INSERT '37 AT 1/3 SPAN TO 2/3 _ AN FROM BOTTOM OF SHUTTER 30 RECEIVING HOLE SHALL BE 13 3i8'" MAX WIDTH, UP TO 1" HEIGHT � (� -d- CNN Z J�JZ ON m=mg¢J aom¢c, WW W'Wp N-dN N USE (1) BRASS PUSH LOCK OR (1) 5/16-18 THUMB SCREW INTO THREADED INSERT 37 AT 1/3 SPAN TO 2/ SPAN FROM BOTTOM OF SHUTTER. RECEIVING HOLE SHALL BE 3/8" MAX WIDTH, UP TO 1" 23 HEIGHT TYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST NTS • ALT DIR CTION OF ANGLELEG— EDGE DIST. DIST. 1_1 MI 0 062" THICK 6063-T6 A UM ANGLE 1" x 1" MIN 0 2" x S" MAX. (ANGLE LEG AY BE REVERSED) _ ASTENER (a 18" 0 C (USE ANY ANCHOR SHOWN IN ANCHOR 13 SCHEDULE. 1' MIN EDGE DISTANCE) #12 x 1/2" GALVANIZED OR S S SMS, 3/16-0 ALUM 1/4-20xl THUMBSCREW INTO POP RIVET, OR 1/4-20 THREADED HOL E LOCATED �a MACHINE BOLT & NUT 1/3 SPAN TO 2/3 SPAN FROM Pn 18" 0 C BOTTOM OF SHUTTER FOR BLADES < 8'-3" USE TWO THUMBSCREWS EXISTING GLASS SILL � T O-P & BOTTOM ON BLADES > 8'-3", ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING CENTER MATES SHUTTERS, A BRASS PUSH LOCK 23 SHOWN ON RANDOM MAY BE SUBSTITUTED WHEN USED WITH DETAILS CENTERMATE #29 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY BE 7/16"" f 30 (OUTSIDE) END STRIP SCHEDULE PSF SPAN 1" B/O (2.7") a0 62 108" 72 100" 82 94" 112 80" 132 75" 2" B/O (3 7") 62 95" 72 W 3" B/O (4.7") a0 62 W. 72 79" 82 4" 1.5"x3" xO.093" ANGLE 45 93" 52 87" 57 83" 60 81" 64 78" 70 75" 73 73" 2"x3" xO.125" ANGLE 45 139" 52 129" 57 123" 60 120" 64 116" 70 111" 73 109" 2"x4" xO.125" ANGLE 45 145" 52 135" 57 129" 60 125" 1 1" 70 116" 73 114" fi: li�iFOR GREATER SPANS OR LOADS Tt AN SHOWN IN END 5T1tIP 7 SCHEDULE, END STRIPS REQUIRE A 1"Xi" .090" CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & *14x3/4" TEK • • • • • • • st • • SCREW OR V4-20 BOLT TO END IL • • • • • • • • •L • • • • • STRIP. • TYPICAL INSIDE �I W E CORNER CLOSURE Jj• Z W w z o ODETAILS �a VVO/CORNS •PDST; ; ¢Z- •;• ;�~F¢am�Qd N T S • • • • • • • • ¢ W `` WOW O • • • • • •• •• • • • • • • • • • • • • • • N $$ N U7 • •• •• 000 • • Ln'J<= : No E004654 .nF= .=m=mma-4 (INTERIOR) oNaW�W�< : N N N ' STATE OF FcoR(o� , 4 29a 29b 1/4-20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE 3" = 1 -0" V NN mxmg � (EXTERIOR) -RECEIVING HOLE SHALL BE 3/8" MAX WIDTH, UP 70 1'' HEIGHT SEE END STRIP SCHEDULE FOR MAX SPAN WHEN USING 40a, 40b OR 40c 0 �f O W�W_w(D n Ad 40 USE APPROPRIATE STARTER STRIP TO 40 PROVIDE CLOSURE FOR 40� BUILDING CONDITIONS. FASTEN STARTER STRIP TO TRACK W/ 2/#10x1" SCREWS AT CORNER ALTERNATE END STRIP DETAIL (HAND -TIGHTEN ONLY) SCALE. 3" = 1'-0" ANY TRACK W/SCREW BOSSES. EXISTING GLASS USE (1) BRASS PUSH LOCK (�INSIDE) ¢ OR (1) S/16-18 THUMB cnr=�m=m�a a SCREW 1 0 THREADED pNl� INSERT 37 AT 1/3 SPAN SILL WW W�NO� TO 2/3 AN FROM BOTTOM OF SHUTTER (OUTSIDE) USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBL SCALE: 3" = 1'-0" 4 y Fw- rMi 8 0 ill ►4 J U V I L Uf WN1 UJ d: haw Ogg�Z tm a7 a+ 04 Ui4w� _ LL z N cl S p Lu w ui ap .a n M ti W LL w3� ~n- p o �•en atpen en to Z m Q {L v ca f G t C 3 Z) g3 N �i 0 15-2338 SCALE PAGE DEiCIIIpiIO -. �3 r; 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, T V M TABLE A (m) PRESSURE VS ALLOWABLE LENGTH PSF 2" x2"x1 8" No B/� 3 0 x /8" 0 62 1 130" 188" 72 124" 179" 82 119" 172" 92 114" 165' 102 110" 160" 120 104" 147" 150 97" 131" 200 1 88" 114" ALUM TUBE 6063-T6 ALLOY SEE TA LE A FOR SIZE. 3/16-0 ALUM POP RIVET OR #12 SMS Cp)18"0C (TYP) --,-MAY USE MALE OR FEMALE LOCK -SLAT) 13 Y CC3 TYPICAL CORNER CLOSURE DETAILS NTS TABLE B (cC4) PRESSURE VS ALLOWABLE LENGTH PSF 2W1IfH 8/0 WITH 1B/O 62 113" 166" 72 107" 157" 82 101" 147" 92 95" 13V 102 90" 132' 120 83" 122" 150 74" 109" 200 64" 94" ALTERNATE THRU BOLT C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. -t-1/2" MIN FOR COS OR BLOCK AND 3/4 FOR WOOD -FASTENER (n 18" (USE ANY ANCHOF IN ANCHOR SCHED RIVET OR #12 2" SMS C� 18" 0 OR 090" 606 6063-T6 B3/16 S, 1 1/4-20 NUT OLT 17 ALUM TUBE TYP (TYP 1� 3/16-0 ALUM POP ALUM. TUBE RIVET OR #12 SMS 6063- T6 ALLOY Ca) 18" 0 C (TYP ) SEE TABLE B 2' x S" x 1/8' FOR SIZE. 2 FASTENERS �x CONTINUOUS EACH ANGLE ALUMINUM ANGLE 1" x 2" x 093" OPTIONAL ANGLE 6063-T6 ALUM THREE 3/16"0 ALUM 17 ORIENTATION TYP ANGLE TYP o POP RIVETS OR 17 THREE #12 SMS, TYP - 0 0 1" x 2" x 1/8" - OR2"x2"x1/8" • • 13 ALUM ANGLE •• • • • • • • USE MALE OR FEMALE •• • •• • LOCK -SLAT) •• •• 13 • • � 13 ••• • #12 x 112" GALVZN:ZECj•�• ••• • OR S.S SMS, 3/16'00 ALA IM ••• �•• :(OUTSIDE) TYPICAL CORNER CLOSURE DETAILS POP RIVET, OR 1/4-20 SIDE CLZ)SUr E OPTIONS NTS MACHINE BOLT 8. NUT (7a 18" 0 C ••• • SCALE • • • ••• 3" = 1'-O" • • • • • • •• ••• • • • • • •• • • • • • ••• • • • •• •• • • .ASS 2 DOOR C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALTERNATE THRU BOLT Cl CONNECTION TYPE w I- - REFERENCE ANCHOR 0 N SCHEDULE FOR MAX Ow o SPACING TABLE C: 1 qi Tc ALLOWABLE SPAN SCHEDULE FOR IUILDOUT MOUNT (DETAIL F) MAX MAX HUTTER DESIGN SPAN PRESSU 125 IN. +/-30.1 P 121 IN. +/-31.1 P 118 IN. +/-31.9 PS 11S IN. +/-32.7 PS 112 IN. +/-33.6 PSF 1101N. +/-34.2 PSF 1071N. +/-35.2 PSF 105 IN. +/-35.9 PSF 103 1N. +/-365 PSF SOS IN. +/-37.3 PSF 991N. +/-38.0 PSF 951N. +/-39.6 PSF 92 IN. +/-40-9 PSF 891N. +/-42.3 PSF 861N. +/-43.8 PSF 83 IN. +/-45.4 PSF 811N. +/-46.5 PSF 78 IN. +/-48.3 PSF 761N- +/-49.S PSF 74 IN. 450.9 PSF 72 IN. +/-52.3 PSF 701N, +I /-53.8 PSF 681N. I+/-55.4 PSF 661N. !+/-S 07 P PS FOR ASTM HEM SEE TABLE 4 GLASS OR DOOR -EXISTING STRUCTURE 7' MAX. /22" OR 6 OR� OR W-� FOR ASTM ESSENTIAL A I I 3LL A L 4 9c FOR HVHZ FOR MIN. SGRATO GLASS-�� (0R60R �� OR 0 0 II III\ FRANK L. BENNARDO, P.E. \`1,l11It1I/7 PEO046549 1/4-20 ML NNE 0 b�004654 W/NUT (a1 12":0 �R #14 SMS(�6:' 0 C - (TYP TCIP-§ BOTTOM)* rrnn N 0� . STATE OF W M 6 O �ss. <oRIOP.• w" U N W LL & LL O ��IIIIII►►l1 O = 00 r_nnn� pull OTm U �aW Lu 13 u (A � � qt F HQu0 aN0 W =waZ'- WW 0-Lu z w ul J (7 X n�<' IiI�aSW U. 5 Q r � Q W 7- w - OW ui l7 r w = Cl CONNECTION TYPE Ll/4" MAX FROM F3' REFERENCE ANCHOR GUIDE TO BUSHING SCHEDULE FOR MAX r- -1 WASHER (TYP.) SPACING -19 II I I � / 14x3/4" SMS P 9" 0 C ---/ ANGLE TO TUBE CONNECTION EXISTING 2" x 2' x 125" CONCRETE. EMBED 6063-T6 ALUM TUBE \ BLOCK OR WOOD FRAMING _5 ONNECTION TYPE ERENCE ANCHOR TO� Z_ SCHEDULE FOR MAX w - � r w w r J m TO 0 0�,,° N� Z�w ° LI) J X 2 0 Z CO a 0:Qa i Jdr u v- C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING E- INSIDE SILL MOUNT SECTION SCALE 3 1'- 0" Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE . 3"= 1'- 0" ACCORDION SHUTTER PER PRODUCT APPROVAL -\ I I w m r Q rr �w APPLICABLE AT TOP V)) u) AND/OR BOTTOM x T ,2"OR3 111 ill F 1/2" MIN. 2" x 3" x fie" x CONTINUOUS OR 2" x 2.175" 2" x Ys" x CONTINUOUS - 1" 6061-T6 ALUMINUM ANGLE 2"LUM .9" MIN. THICK 6061-T6 ANGLE FASTENED TO TRACK FASTENED O ANGLE WITH 1/4-20 EXISTING 3 KSIACHINE SCREWS AT 3" CONCRETE HOSTROM IMIN. ENDS AND 9" O.C. G STRUCTURE WITHOR THE BALANCE Y4*0 ELCO ULTRACONS 2-1/2AT 3" FROM ENDS ANDEXISTING CONCRETE rt 4" O.C. FOR BALANCE HOST STRUCTURE (3000 r WITH 1-Y4 MIN PSI MIN) EMBEDMENT AND2Y2" SEE TABLE C FOR MAX SPAN MIN EDGE DISTANCE, AND PRESSURES STAGGERED WITH 3" MIN. SPACING, TYP. BUILDOUT MOUNT SCALE NTS Ln n en 049 W 3 I• a p O p•c M ap pC OCM aq ?00 < < p. c � p R N CID 3 15-2338 I LL to m NI C5 CONNECTION TYPE Lu REFERENCE ANCHOR Z FOR SCHEDULE FOR MAX FOR ASTM - ESSENTIAL SPACING —_ GLASS ESSENTIAL fACIUTIES O ow a cr o� } GLASS FA ICLITIES n SEE TABLE 4 " Cl CONNECTION TYPE OR DOOR SEE TABLE 4 uj U `J _ 0 OR DOOR — & FOR HVHZ w m > REFERENCE ANCHOR & FOR HVHZ u ^' SEE TABLE 2 I-''-' > Ln SCHEDULE FOR MAX SEE TABLE 2 -ter w Q � FOR MIN. 13 U) Li o SPACING FOR MIN. 13 U, w a O SEPARATION _ = Z u 1/4--20 THRU BOLT W/ SEPARATION V) N X LL' TO GLASS 0 O In w Z m LOCK NUT [al 12" 0 C OR TO GLASS a r u w #12 x 1/2" SMS 12" 0 C C� o X Z `�' s w H i F m OR 3/16"0 ALUM. POP Q a U o LD N #12 x 1/2" SMS Cal 12" 0 C E S OR 3/16-0 ALUM POP Z O RIVETS Cal 6" 0 C OR 1/4-0 a� u tA ow I O RIVETS w ALUM POP RIVETS @ 12- 0 C Cal 6" 0 C E S \ -i _ OR 1/4"0 ALUM POP RIVETS 9 12" 0 C E S / — n 11 AND 1/4" MAX FROM PIN 09 AND 10 � 1/4" MAX FROM PIN GUIDE TO BUSHING ASSEMBLY 1/2" TYP 1/2" GUIDE TO BUSHING _ WASHER (TYP ) ASSEMBLY - WASHER (TYP) o w / 1/2" 1/2" TYP EXISTING CONCRETE, F GLASS — -C4 CONNECTION TYPE OR DOOR o BLOCK OR WOOD FRAMING REFERENCE ANCHOR coco / 3 CONNECTION TYPE EDGE DIST SCHEDULE FOR MAX REFERENCE ANCHOR SPACING AS SHOWN / EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG 10) / DI ST �L— SPACING AS SHOWN IN DIAGRAM ON PG 10) REFERENCE ANCHOR SCHEDULE FOR MAX w t 3 CONNECTION TYPE SPACING ALT FASTENER 0 �GJ REFERENCE ANCHOR EXISTING CONCRETE, LOCATION FRONT AND o SCHEDULE FOR MAX BLOCK OR WOOD FRAMI N_a BACK ANCHORS NOT REO'D \ / SPAN SPACING ALT FASTENER LOCATION FRONT AND WITH THIS LOCATION Cl CONNECTION TYPE FROM BACK ANCHORS NOT REO'D @)INSIDE REFERENCE ANCHOR MOUNT SECTION SCHEDULE FOR MAX PIN GUIDE TO WITH THIS LOCATION SCALE 3"= 1`- 0" SPACING — BUSHING WASHER O INSIDE (TYP) MOUN1 SECTION SCALE 3"•= 1'- 0" / NOTE FOR DETAILS A, B, D, AND E ON THIS SHEET, THE BASE TRACK MAY BE INSTALLED IN SECTIONS WITH 1/4' GAPS, PROVIDED THAT EACH SECTION HAS A MINIMUM OF TWO SETS OF ANCHORS AND IS A — TYP BOTTOMI MINIMUM OF 12" LONG THE SILL OR CEILING TRACK USED WITH THE BASE TRACK MUST BE CONTINUOUS OVER THE GAPS BETWEEN SECTIONS EXISTING CONCRETE, BLOCK OR WOOD FRAMING EMBED --Cl CONNECTION TYPE REFERENCE ANCHOR o SCHEDULE FOR MAX 00f E SPACING AS SHOWN w IN DIAGRAM ON PG 10) 1/2" 3 4 ASTM ESSENTIAL GLASS FACILM S TABL Li OR DOOR SEE 4 & FOR HVHZ LD r 0 v) 1/2" w #12 x 1/2" SMS Cal 12" SEE TABLE 2 w o w w ~ `` 0 C OR 3/16"0 ALUM F- J m FOR MIN. SEPARATION Lu POP RIVETS @) 6' 0 C�TjTM rESSEffTIAL t � _ o O OR 1/4"0 ALUM POP GLASS SEE 13 = _ z u RIVETS (la 12" O.0 OR DOOR TABLE 4 & FOR n L? O n 1/4-20 S.S MACHINE HVHZ SEE TABLE 2N. X Q J p Z CO o a O AND ARAMIN SCREW & NUT [nl GLASS u n v ASSEMBLY" /2 1" 12" 0 C — N x a OR N 3"x3"x1/4"CONT 6063-T6 ALUM ANGLE (MAY BE REVERSED AS SHOWN DASHED) — EXISTING STRUCTURE S" MAX 19 8orR6 OR OR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. - SEPARATION TO GLASS I QO R(6)O R If 4 -5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX EXISTING CONCRETE, _/ }--k SPACING BLOCK OR WOOD FRAMING EMBED Ca BUILD OUT _MOJX SECTION EXISTING CONCRETE, SCALE 3"= BLOCK OR WOOD FRAMING EDGE DIS C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4'_MAX. FROM PI 1/2' GUIDE TO BUSHING Tl`P WASHER (TYP ) 1/4-20 MAQ*I BOL� W/NUT Cal V"WL OR #14 SMS at 64l6 C No PE00 (TYP TOP=&AB©TTOM) STATE CCo _ ,PC OR u w/il �N � r w Zrrrrt w w F _j m w D a H FLI) 00 w NZ u w o vi XZOZffl a w f Q a 0 u In a 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER(TYP) EXISTING STRUCTURE EMBED C2 ONNECTION TYPE W/ EXTRUSION #2 CONNECTION TYPE W/ EXTRUSION #1 REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/2' 0 0 u_ w o Ix FOR ASTM c "' ~ ESSEN- A � w O a FACILITIES 13 � 0 OLn w GLASS OR SEES - _ Z u DOOR &FUR HVHZ F w FOR MIN. N O o In w X Z o Z m SEPARATION w rY a FL_t--t TO GLASS U o r- �I � '4 X w Q G QL T44s�Il w �i i•i •• — CONNECTI / N TYPE z WASHER Wopq) • • • • • EDGE REFERENCE NCHOR S 6 0ISTAVC0111RE4E, • • •• DIST SCHEDULE F R MAX ry' BLOCK OR WOOD EXISTING CONCRE"i SPACING AS HOWN FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM PG 10) •• ••• • • ••• • REFERENCE ANCHOR • 4 CQNNECTiCIM T•YP£ 92 L/2" SMS (p 12" SCHEDULE FOR MAX FE46NCE.,'NCOOQ • •O.0 -OR 3/16-0 ALUM SPACING ALT FASTENER 0 SCHEDULE F"R MAX •0P*F0/ETS Cal 6" O.0 LOCATION FRONT AND SPACING OR 1/4"0 ALUM POP BACK ANCHORS NOT REO'D D WALL MOUNT SECTION ••• ... RIVETS Cal 12" 0 C (1E W!TH THIS LOCATION CEILING / INSIDE MOUNT SECTION SCALE 3"= 1'- 0" • • • ••• • • • • • • • • • • • SCALE 3-= 1'- 0" • •• •• • • • ••• • • • ••• • • •• •• • • 16549 •. Uin �U. 0 . _ j a� t �>Q�� 0a J<w Zat Z>C 1„pt3Wr, wW 0"WZel tAWdS91 0 W uw 0O ri IN IN M It U) rn s W 5 �$ ~a p o 5 � M p v oC JJ zm CID LL z u� f c p � 13� a og g� m a i 0 w N O7 U % 0 1/4" MAX FROM PIN iy� w o — 1/2" GUIDE -10 BUSHING ~'' O WASHER (TYP) TR CONNECTION TYPE W/ EXTRUSION #2 FRANCLBB1Wi 5 ONNECTION TYPE Wy EXTRUSION #1 FERENCE ANCHOR I5-2338 SCHEDULE FOR MAX. Q $,, SPACING ( -L SCALE: - EXISTING CONCRETE. PAGEtDEUMV7ION. BLOCK OR WOOD FRAMING I' COF) WALL/BUILD OUT SECTION �JJ SCALE ?"= 1'- 0" (ff I V GLASS OR -- DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR H`MZ SEE TABLE 2 LL EXISTING OR MIN SEPARATION TO z STRUCTURE LEG DIRECTION GLASS 130 a FALT i (2) 6063-T6 ALUMINUM w r 1 ANGLES PER BEAM END w u " SIZE RESPAN TUBE i SCHEDU:E "/4"0 ALL Z POINTS SOLID _ T , Q 0 SET ANCHORSIt Lo w V) vai - I WITH 7/8" MIN Z. I EMBEDMENT IN X z w CONCRETE OR N ACCESS HOLE F vi BLOCK, 3" MIN r w SPACING AND z ~ 3" MIN EDGE X DISTANCE - L- - Q a 5 6 7 3" MiN 1416 j ED DIST iN 1/4 ' MAX FROM PIN GUIDE / TO BUSHING WASHER (TYP 1 �T'WO 1/4"w WOOD LAG SCREWS P 24' - 0 C MAX WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS EMB "T' ' -#14 SMS (al MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" PLYWOOD & 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. C ) WALL. MOUNT SECTION THIS DETAIL MAY SCALE 3"= 1'- 0ALSO BE USED AT TOP -GLASS FOR ASTM ESSENTIAL OR DOOR FACILITIES SEE TABLE 4 & FOR HVHZ SEE ?ABLE 2 FOR MIN. SEPARATION TO GLASS 14 6 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE CH) PASS THRU DETAIL SCALE 3"= 1'- 0" FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE - G L ASS TABLE 2 FOR MIN. SEPARATION OR DOOR TO GLASS _ 1/4 "0 THRU BOLTS � SEE BEAM 3" MIN SCHEDULE FOR ED. DIST. REQUIRED NUMBER'. 1/4"0 ALL POINTS SOLID rn SET ANCHORS WITH 7/8" MIN EMBEDMENT IN CONCRETE OR BLOCK, 3" MINA SPACING AND 3" MIN EDGE DISTANCE EXISTING --- STRUCTURE a w h10 13 T V) n X z Q Q a Y tA 1/4-20 MACHINE BOLT W/NUT (al 12" O C OR #14 x 3/4" SMS 6" 0 C SPAN TUBE PER DESIGN SCHEDULE z w 00 w 00LL = m uu u U) 0 Q Z w Q w a J 0 U 1 m =�Q F. w I- 0 F- z w T ut SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF � UMMM�IOt��O TUBE SHUTTER SPAN THRU BOLTS ANCHORS PER ANGLE RIDP SIZE SPAN i� TOP BOTTOM TOP BOTTOM TOP BOTTOM UBfl TUBE TUBE TUBE TUBE TUBE TUBE TUBV r ZT 2'x5*x 60` 123.8" 135.2" 2 2 2 3 4" 7" 0.125' -- �" 101.7" 106.9" 2 2 3 3 7" 7" 123" 89.9` 1 94.4` 2 2 3 - 3 7" 7" 2"x6"x 60' 129.1" 157.0" 2 2 2 3 4" 7" 0.125" %1, 114.8" 124.1" 2 2 3 - 3_ 7" 7" 123" 102.8" 109.6" 2 2 4 4 10" 10" 2"x8"x 60" 138.0" 196.9' 2 2 3 3 7" 7" 96" 122.7" 155.7" 2 2 3 4 7" 10" 0.125" 123" 115.4" 137.5" 2 3 4 5 10" 13" 15E I_ 240.0" 2 2 3 4 7" 10" 2"x10`x 0.1875' 96 140.6" 1 229.9" - - 2 3 4 - 6 10" 16" 123" 132.2" 1 203.1" 3 4 5 7 1 13" 19" 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYF SPAN TUBE PER DESIGN SCHEDULE 1/4-20 MACHINE BOLT (2) 6063-T6 ALUMINUM W/ NUT P 12" 0 COR #14 x 3/4" SMS a, ' I � ANGLES PER BEAM END. SIZE PER SPAN TUBE 6" 0 C ft SCHEDULE -ALT LEG DIRECTION ACCESS HOLE EMBED MAX DESIGN LOAD = L,72 PSF OBEAM SPAN SECTION SCALE 3"= 1'- 0" 1/4" MAX FROM PIN GUIDE (� TO BUSHING WASHER (TYP.) 1/4" TILE (TYP ) FINISH MATERIAL 3/4' PLYWOOD 1/4"0 A325 GRADE THRU BOLI (al 7'" 0 C OR 5/16-0 A325 GRADE THRU BOLT Cal 12" O C GALV OR S S �- 1/4"0 ELCO ULTRACORI•TO-C-ONCF?ETC•/Chou• •• 5" 0 C W/1- i/4" MIN• EMB • •• • • • • • OR 1/4"0 LAG SCREW%) 9oV C /=-2/$'•• • \ MIN EMB IN WOOD 9"=0.4�PPT0•B'55e • ••• EXISTING WOOD TRUSS OR RAFTER 1/2" 3" 112' (a3 24" MAX 0 C I',-1/2'1-1/2'i EXISTING FINISH MATERIAL-\ 1" x 4" x 1/8" 6063-T6 ALUM TUBE W/ THREE 1/4"0 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED I r r L • I i h l rit r Li it \ PENETR. T" IN WOOD (n3 EACH RAFTER OF TRUSSI 24" 0 C. MAX WHERE 5 TUBE EXTENDS BEYOND LAST TRUSS MORE THA \ _� 6". EXTEND TUBE TO NEXT TRUSS 1/4-20 S S MACHINE SCREW 'a 12" 0 C IN BETWEEN TRUSSES •• ••• 2" x 5" x 1/8" CON•i • ALUM ANGLE (606:f--•T6): • • • • • ; ••• • • • • WITH 1/2 0 ACCESS HOE ON L BACKSIDE OF TUBE OR #14 SMS (a 6" O.C. MAX IN BETWEEN • • • •• �' • • • �• • • • • (MAX DESIGN LOAD . 72 P S F ) -'�-�- • • • • •• ••• • • • • ••• • • • • •• • • • • • ••• • • • •• • • • •• • (MAX DESIGN LOAD = 72 P S F ) SPAN TUBE SCHEDULE NOTES: 1. USE 2 x3 xi 4 R 2 x x1 4" ANGLES FOR 2"x5" & 2"x6" BEAMS. 2. USE 2"x5'x1/4" ANGLES FOR 2"x8" & 2"x10' BEAMS. 3. USE BEAM SCHEDULE FOR DETAILJ. 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. 5. 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 OF THE SPANS ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. F w A`=ERNAIE f w wwr---irn w D D �U1T00 D w T N F- Z u w LDLDLAJ X z 0 Z m wa Q �u0aF-- u v) TRUSS MOUNT SECTION SCALE : 3"= 1'- 0" 0 w ro \ W 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 C@ EACH RAFTER OF TRUSS, 24" 0 C MAX WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS 519 � •'IL b N WOJn LL=z�;QLLw lot ZR5a+ww00- Wt z M iA W aiw W w .y ri Ln n M v4 m a, 0 s 9 z1•�voa:Qo r APMWRRIWCLMM =PE 15-2338 KAU: - PAGE DEiCRIMON• :OF L� N S GLASS OR DOOR SEPARATION TO GLASS Z w J 0 - o a w } Lu p 2 FOR AST ES_ENTIA wuuV FBI'. F u ✓� a TABLE & 2 FOR M! u<o X�vi araLj �rw LD 13 Z F w _j = � IL8 12 .2SO'�• 1/4"0 TARCON Cal 24" 0 C WITH 1-1/4" MIN EMBED .-LASS OR DOOR SEPARATION TO GLASS i EXISTING CONCRETE OR / III/// ED /w �• BLOCK ONLY WOOD w. DI' \ FRAMING & WOOD ANCHORS / "DE 'IOT ACCEPTABLE m O LLI � F w � m `^=a u~ = _ r Z In 0 O O X w i Cl CONNECTION TYPE _ -1 O u REFERENCE ANCHOR Q SCHEDULE FOR MAX Q SPACING 250" w C6 CONNECTION TYPE w REFERENCE ANCHOR � SCHEDULE FOR MAX w SPACING EXISTING HOST STRUCTURE DIST \ \ O DECORATIVE FLOOR TRACK DETAIL �F \ SCALE 3"= 1'- 0" I _GEES -ILI- DETAIL n SP N / 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP) TYP BOTTOM GLASS OR DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVH2 SEE TABLE 2 FOR MIN. SEPARATION TO GLASS 18b 250' aw w -= I- m wl—a w 7) F- In = � p m r wa �07 0 Zou� uj 0 Z IJ a ua a in 4" MIN RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3" EXISTING / �I STRUCTURE O WALL MOUNT SILL DETAILMx!sTING FINISH ATERIAL EO E m 1/4" MAX FROM PIN SCALE . 3"= 1'- 0" � w GUIDE TO BUSHING 5&R SOCUT IN 4" INTERVALS WASHER (TYP) TO FORM�[U�/E (SEE V) N r. DETAIL P1 P FOR ADDITIONAL o=°• INFO) TYP TOP & BOTTOM a Z FASTENER 9 EACH 4" CUT � _ - z - a SEE ANCHOR SCHEDULE BASED In VV) "a m - o a, z a ON C4 CONNECTION TYPE TO aD r aao co v o w VERIFY ANCHOR SPACING a m n� o 0 IS ACCEPTABLE 13 > W w o 0 0 a 00000� z� x w V QNor Q U LL ap OHO Z H 3 WWWWWW 30� N O w J J 4 Q x U p 1/4" MAX FROM PIN GUIDE w 1/2" TO BUSHING WASHER (TYF EXISTING 1/4-20 MACHINE BOLT STRUCTURE W/ NUT P 2" 0 C �(3 CUT AT INTERVALS T EXISTING FINISH FORM CURVE (SEE DETAIL P1 P2 ) MATERIAL 1"x1"x1/8" & 1"x2"x1/8" 6063-T6 ALUM ANGLE CUT TO 1"x1"xl/B" & 1"x2"x1/8' MATCH AND PROVIDE SUPPORT II 6063-T6 ALUM ANGLE CUT TO OF CUT SHUTTER EXTRUSIONS I MATCH AND PROVIDE SUPPOR T FRONT AND BACK WHERE OF CUT SHUTTER EXTRUSIONS FRONT OF EXTRUSION iS FRONT AND BACK. WHERE CONTINUOUS, REINFORCEMENT FRONT OF EXTRUSION IS IS NOT REQUIRED CONTINUOUS REINFORCEMENT IS NOT REQUIRED uj u u O 'i: *�: G to • • 3: • nL l 1 , c �v _ 19 w U '• '' • • • APPROVED MOUNTING 1 • ••• • • •• CONDITION, MIN OF TWO PER r,�.--„ APPROVED MOUNTING 1;V1 CONDITION, MIN OF TWO PER PIECE APPROVED FASTENER AND • • APPROVED FASTENER, AND SPACING WITH A MINIMUM OF* • • • • • • •SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT �•• • •• • •• TWO FASTENERS PER CUT PIECE • • •• • • • • • • •PIECE TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS P1 SCALE: 3" = 1'-0„ - •: • : P2 • C` LPG 3,.! 0„ : — .......... ............ .......... . 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (FASTENER @al EACH 4" PIECE p CURVED TRACK SECTION DETAIL SCALE 3"= 1 - 0' - - i ( 7# NO V • A �T FO0465 . _` N ST i, i 5 S ui U Lm w W zd LL,a r�nnn U� *a W t WW O-S V W W x? LL Q1 (iIa6SW lu 0 W 1� eel ri Ln IN M r (A � W V! c M F � C is O M d 1 MJ Z m to LL ui � og Q N N O 15-2338 WUMA: - PAGE DEN• g� ANCHOR bUIEDULE: CONCRETE G �j w _ W ANCHOR LOAD (P 2.5" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl I C2 I C3 C4 I CS C6 Spans Up To 8'-8" CONN TYPE Cl 1 C2 C3 I C4 I C5 C6 Spans Up To IT-O" CONN TYPE Cl C2 C3 C4 C5 C6 1/ TAPCON OR EL LTRACON WITH 1-3/4" EMBED (3192psi MIN CON ) _ 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 10.0" 16.0" 13.0" 15.5" 16.0"44.0"4.5" 5" 9.0" 62 16.0" 16.0" 12.5" 12.0" 16.0" 14.5" 16.0" 16 8.0" 7.0" 1 10.0" 11.0" 10.0"0" 7.0" 72 16.0" 16.0" 10.0" 9.5" 16.0" 12.5" 15.5" 16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" .0" 6.0" 110 14.5" 14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 5" 4.0" 4.5" 6.0" 7.5" 6.0"5.0" 200 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.5" 6.0"5.0" 1 ILLENIUM MILLFAST WITH 1-3/4" EMBED (3275psi MIN CONCRETE) 1/4" ELCO CRETEFLEX SS4 W/ 2" EMBED (3350psi MIN CONC) 48 16.0 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" i 11.0" 10.5" 16.0" 14.0" 14.5" 14.5".0" 9.5" 62 16.0" 16.0" 13.0" 12.0" 16.0" 15.5" 16.0" 16.0" 8.0" 7.0" 12.0" 11.0" 10.0" 9.0" 5" 7.S" 72 16.0" 16.0" 10.5" 9.5" 16.0" 13.5" 14.5" 14.5"' 6.5" 6.0" 9.0" 9.5" 8.5" 7.0" .5" 6.5" 110 13.0" 13.0" 6.0" 5.5" 8.0" 9.0" 8.0" 7.0" 4.0" 4.5" 6.0" 6.5" 5.5" 200 48 62 6.5" 16.0" S.5" 16.0" 5.5" 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" 16.0" 16.0" 16.0" 16.0" 16.0"" 6.0" }16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.0" 8.5" 12.5" 14.0 " 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"'.L6.w. 12.0" 10.0" &0" 10.5" 8.5" . 5.0" 16.0" 12.5" 16.0" 14.5" 13.5" 7.0" 6.5" 8.0" 11.0" 72 16.0" 16.0" 15.5" 14.5" 16.0" 16.0" 16.0" 16.0" 10.0" i4.0" 12.0" 10.5" 6.0" 5.0" 6.5" 9.5" 110 16.0" 16.0" 9.0" 8.0" 11.5" 13.0" 12.0" 6.0" 1 9.0" 110.0" 8.0" 5.0" 4.0" 5.0" 8z, 200 10.0" 8.0" 15.01, 4.0" 5.0" 8.0" 10.0' 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 1/4" ITW TAPCON OR ELCO ULTRACON WITH 1-3/4" EMBED (3192psi MIN CONIC) BED (3192psi MIN CONIC) 1" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 Cl 1 C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 48 16.0" 16.0" 7.5" 7.5" 16.0" _7.5" 16.0" 16_.0" 5.0" 4.5" 16.0" 5.5" 15.0" 15.5" 9.5" 62 16.0" 16.0" 5.5" 5.5" 16.0" 6.0" 16.0" 16.0" 12.5" 4.0" 10.5" 9.5" 6.0" 72 16.0" 16.0" 4.5" 4.5" 16.0" 5.0" 15.0" 15.5" 9.5" 9.0" -_ 7.5" 4.5" 110 14.0" 14.0" MM8.5" 8.5" 7.5" 4.5" 7.0" 6.0" 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0" ku 1/4" MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275psl MIN CONCRETE) 48 16.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 11.5" 11.5" 4.5" 4.0" 7.0" 6.5" 62 16.0" 16.0" 9.0" 8.5" 16.0" 10.5" 14.0" 15.0" 5.5" 5.0" 9.5" 7.5" 8.0" 7.5" 4.5" 5.0" 72 16.0" 16.0" 7.5" 7.0" 16.0" 9.5" 11.5" 11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4.5" 110 10.5" 10.5" 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" 5.5" 4.5" 200 5.5" 4.5" 5.5" 4.5" 5.5" 4.5" Z uu 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW (3000psl MIN CONC) • 1-1/4" MIN EDGE DISTANCE Cl C2 C3 C4 I CS I C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 48 16.0" 16.0" 9.5" 9.S" 16.0" 10.0" 16.0" 16.0" 6.0" 5.5" 16.0" 7.0" 10.5" 11.0" 3.5" 3.5" 6.5" 4.5" 62 72 - 110 16.0" 16.0" 16.0" 16.0" 7.0" 5.5" 6.5" 5.5" 16.0" 16.0" 8.0" 7.0" 13.5" 10.5" 14.5" 11.0" 4.5 3.5" 4.0" 3.5" 9.0" 6.5" 5.5" 4.5" 7.5" 6.0" 7.0" 5.5" 4.0" 3.0" 3.5" 3.0" 10.0" 10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" - 3.0" • 3• 0 5.0" 4.0" 200 5.0" 4.0" 5.0" 4.0" 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW (3000psi MIN CONC) • 3" MIN EDGE DISTANCE Cl 1 C2 C3 C4 I CS C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 I C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.0" 13.0" 16.0" 16.0" 16.0" 16.0" 8.5" 7.5" 11.0" 12.0" 62 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.0" 9.0" 15.0" 13.5" 12.5" 11.5" 6.0" 5.5" 7.0, 9.0" 72 16.0" 16.0" 13.0" 12.0" 16.0" 16.0" 16.0" 16.0" 8.5" 7.5" 11.0" 12.0" 10.5" 9.0" 5.0" 4.5" 5.5" 8.0" 110 16.0" 16.0" 8.0" 7.0" 10.0" 11.0" 30.5" 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 200 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 1/4" POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psi MIN CONC) 2-5/8- MIN EDGE DISTANCE Cl I C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 I C3 TC4 FC5 C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 9.5" 16.0" 13.0" 12.0" 12.5" 6.0" 5.5" 7.5" 9.0" 62 16.0" 16.0" 12.0" 11.0" 16.0" 14.5" 15.0" 16.0" 7.5" 6.5" 10.0" 10.5" 8s, 8.0" 7.0" 72 16.0" 11.0" 16,0" 11.0" 9.5" 9.0" 16.0" 12.5" 12.0" 12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" 110 5.5" 5.0" 6.5" 8.5" 7.0" 6.0' 6.0" 5.5" 5.0" 200 5.5" 5.0" 5.5" 5.U" 5.5" 5.0" 1/4" POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psi MIN CONIC) 3-1/2" MIN EDGE DISTANCE Cl I C2 C3 C4 C5 C6 Cl C2 C3 C4 CS ; C6 Cl C2 C3 C4 C5 C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 10.0" 16.0" 14.0" 13.0" 13.0" 6.5" 5.5" 8.0" 9.5" 62 16.0" 16.0" 13.0" 12.0" 16.0" 15.5" 16.0" 16.0" 8.0" 7.0" 10.5" 11.0" 9.0" i 8.0" 5.0" 5.0" 7.5" 72 16.0" 16.0" 10.5" 9.S" 16.0" 13.5" 13.0" 13.0" 6.5 5.5" 8.0" 9.5" 7.5 6.5" 6.5" 110 12.0" 11.5" 6.0" 5.5" 7.0" 9.0" 7.5" 5' �.0" 5.0" 5.5" 200 6.0" 5.0" 5.5" 6. 0 5.0" .- , 5.0" 5.5" #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ 2" EMBED (2000psi MIN CONIC) "14 DO LlTIMQE • • Cl C2 C3 C4 C5 C6 Cl I C2 C3 C4 CS C6 I Cl C2 I C3 C4 C5 C6 48 16.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 14.5" 15.0" 5.0" 4.5" 9.0" 6.5" 62 16.0" 16.0" 9.5" 9.0" 16.0" 10.5" 16.0'i 16,04 6.0" S.5" 12.5" 7A' 1Q.5" 9.5" 3.5" 3.5" 5.5" 5.0" 72 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" i 5- 15 " 5.0" j.5; I P.0" 6 ' *.&S"" 7.5" 3.0" 4.5" 4.5' 110 13.5" 13.5" 4.5" 4.0" 8.0" 6.0" 5' 7. " 3.0" q.5•' r1. •7. 5.5" 3.5" 3.5" 200 7.0" 5.5" 3.5" 3.5" 7.(f" 5.9" 3.5" 34?5" h0" 5.5" 3.5" 3.5" #12 SMS W/ 2.75" EYEWALL ARMOR INSERT W/ 2.5" EMBED (2000psl MIN CONC) 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.5" 11.0" 16.0",. 14.0" 16.0"116.0" 7.0" 6.5" 11.5" 9.5" 62 16.0" 16.0" 13.5" 13.0" 16.0" 15.5" 16.0" 16.0" 8.5" 8.0" 16.0":11.0" 13.5" 12.0" 5.5" 4.5" 7.5" 7.5" 72 16.0" 16.0" 11.0" 10.5" 16.0" 13.5" 16.0 .0• 7.0. • �'" �.5" 1.0" 9.5" 4.5" 4.0" 6.0" 6.0" I10 16.0" 16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5 • 5• b• 5'S 9.0" 7.5" 3.5" 3.0" 4.5" 5.0Im," 200 9.0" 7.5" 3.S" 3.0" 4.5" 5.O" 9.0" 7.5' 3.'S• 9.Or 05" •-00''• 9.0" ' 7.5" 3.5" 3.0" 4.5" 1 S.0" FRANK L. BENNARDO, P.E.` 1 I I I 1 # PE0046549 _ 2 x S (TYP) 2 x S@ OUTSIDE �,� 7 TOP FLANGE ANCHOR (SEE SPACING�- SECTION X) ' 0 \ �•' LICENSE 0 0 0 - * No PE0046�9 : O - -0 1 x 5 (TYP) 1 x S Cc� INSIDE 3 OR O HEADER 1�LL O BOT FLANGE ANCHOR (SEE SPACING - U 'i It SECTION X) �iN nW M CT TO OPs ;ORlDA U� J U NAI. ENS'\ �� LL� x NOTE "S" INDICATES ANCHOR SCHEDULE SPACING '�IIIjII�I���� Z� OLuU£=d SPACING DIAGRAM FOR Cl CONNECTION TYPE: �rjn�¢ `�� Q "W lJ �a( C Q W lu C1 CONNECTION TYPE USING PIECE ® OR Q4 Z" ` oc W� 0,aW- tu 2 7 / 8 COMBINATION 3.. 2 x S (TYP) 11 / 1 COMBINA TION W a=w 0 W w 9 / 10 COMBINATION 0 1§ 14 I i o 2 x S (TYP NOTE "S" INDICATES ANCHOR SCHEDULE SPACING SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: C3 CONNECTION TYPE USING PIECE OO WITH OUTSIDE ANCHORS ONLY C4 CONNECTION TYPE USING PIECE 8B) OR © 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 OR 3 AS APPLICABLE (Pg 1). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR WWANTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER AN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION 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 ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION 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 CLO§URE 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, OR 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. 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 11. WHEN ANCHORING TO HOLLOW BLOCK, SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS TO HOLLOW BLOCK 0.9 W=3 �8 I- a c , M G-0 Z m c 1► ns I COPYRKiif MW L MNW 15-2338 .r n h n In ,4 •l' !1 .. qmb ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) 2" MIN EDGE DISTANCE Spans Up To 6-0" Spans Up To : CONN TYPE CONN TYPE CONN TYPE POWERS. - ®®M[m®m m� Im 00 om V1////`�// •001 ARMOR INSERT W/ 1-1/4' ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK 4" MIN EDGE DISTANCE ANCHOR SCHEDULE: WOOD (G=0.55 ``,1111111 iPE \_10E ' No PEG0465 * a9 C '•, �pn STATE OF = N ANCHOR LOAD iFsfl 3/4" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl C2 I C3 C4 C5 Spans Up To 8'-8" CONN TYPE Cl C2 I C3 C4 I CS Spans 5 CONN TY j 1 Cl C2 C3 C4 I C5 .. 1/4" LAG SCREW WITH 1-3/4 MIN THREAD PENETRATION _ 48 16.0" 16.0" 11.5' 11.5" 16.0" 16.0" 16.0" 7.5" 7.0" 16.0" 16.0" 16.0" 4.5" 4.5" 15.0" 62 16.0" 16.0" 8.5" 8.5" 16.0" 16.0" 16.0" 5.5" 5.5" 16.0" 16.0" 15.5" 3.5" 3.5" 9.5" 72 16.0" 16.0" 7.0" 7.0" 16.0" 16.0" 16.0" 4.5" 4.5" 15.0" 14.0" 12.5" 3.0" 3.0" 7.5' 110 16.0" 16.0" 4.5" 4.0" 13.5" 14.0" 12.0" 3.0" 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" 6.0" 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" 0 o 3 7/16" WOOD BUSHING WITH 1.13" MIN EMBED & 1/4-20 SS MACHINE SCREW •� 1"�p 48 16.0" 116.0" 9.5" 9.5" 16.0" 13.0" 13.0" 5.5' 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" 62 14.5"t14.5" 6.5" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" S.0" 2.5" 2.0" 3.0" 72 12.5" 12.5" 5.5" 5.0" 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0" 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" #14 SMS #14 WOOD SCREW OR 1/4" �OWERS TAPPER+ WITH 1-3/4" MIN THREAD PENETRATION 48 16.0" 16.0" 13.0" 13.0" 16.0" 16.0" 16.0" 8.5" 8.0" 16.0" 16.0" 16.0" 5.0" 5.0" 12.0" 62 16.0" 16.0" 9.5" 9.5" 16.0" 16.0" 16.0" 6.0" 6.0" 16.0" 13.5" 12.5" 4.0" 3.5" 7.5" 72 16.0" 16.0" 8.0" 7.5" 16.0" 16.0" 16.0" 5.0" 5.0" 12.0' 11.5" 10.0" 3.5" 3.0" 600" 110 16.0" 16.0" 5.0" 4.5" 10.5" 11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 1 2.5" 2.5" 4.5" 200 9.0" 1 7.5" 1 2.5" 1 2.5" 4.5" 1 9.0" 7.5" 2.5" 2.5" 1 4.5" 1 9.0" 7.5" 2.5" 2.5" 4.5" ON O� F r m $OO -U) U V OW=EZa l �awLLuJ CocM zz r+ �1 VFW -BZ 2z tIt/I a 4 to W ui �Q Ln n vi 4 ;r UJu, p o U) en O.�aQM Cml a m zmcaIi � fo : �w c w p .' E gg U) a� a> 0 15-2338 W."A: -'- I - PARE DEiCRIPTION• OFF rl3 18 LL LL ki N 0.125" 0.032" 0.196" 45° 02. 0 0.032" .125" ,i - r 0.188" CA� LIGHT-N-VIEW WINDOW N.T.S. SABIC PLASTICS SLX1431T-UL-94H6 RECTANGULAR WINDOW ASSEMBLY EDGE OF ACCORDION I SHUTTER BLADES -T-1--�---� 16P I LL Cc zoo �4 � 3.5" MIN. TYPICAL 1.500" x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW ASSEMBLY 4 BLADE W/ RECT. WINDOW 13 N.T.S. EXTERIOR ELEV n a w O u N N ', ROUND WINDOW ASSEMBLY J EDGE OF ACCORDION I SHUTTER BLADES 2.875"0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY ROUND WINDOW ASSEMBLY 1 BLADE W/ ROUND WINDOW 13 N.T.S. 2.210" EXTERIOR ELEV 0.145" 0.500" A • • • •" O.145'*l 0- 1.210" 0.355" 0.145" o 0 0 0 un N 0 0 0.500" o 0 N 0 0 o r .093" I 020" -t-- r - - ,- j 118" = I -� DIA. ry � I 12" MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM 3.5" MIN, TYPICAL 2.875"0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE EDGE OF ACCORDION SHUTTER BLADES BE 4 : No PE004b549� Q '• STATE OF � '•• FCORIOP• ' 1 r %ASS! 0NN- `�� 2 LIGHT-N-VIEW WINDOW 13 N.T.S. EXTERIOR ELEV 12" MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM -4-- �--' I I (INT.) (EXT.)_{ 145" • • • • • }� } 4.856" -4 } 0.177" • • • .355" : SECTION A -A • • •• • • • • • • • • �00 s RECTANGULAR WINDOW 0:0 V4.13) V.T.S. EXTERIOR ELEV ••• .......... 0•• 0 0 0 ••• 0 0 3.5" MIN, TYPICAL 1.500" x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE EDGE OF ACCORDION 3 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE XL10 LEXAN WITH 0.075" MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161". ATTACH TO BLADE WITH (6) #4 SS SCREWS OR BOLTS WITH NUTS. ; n - N 14, viS - $O Z�� M lot61 rJaKaW zocm Z WWa-11 ONvw ,. 0 W Z � Waiw p W ui ID 0 15-2338 1�' I ., n M .a