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WS-18-2048Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe •mit Parcel Number tssue Dai Permit NO. WS-8-18-2048 Permit Type: WindowslShutters Work Classification: Shutters Permit Status: APPROVED 8/15/2018 Expiration: 02/11/2019 Applicant 1162 NE 105 Street Miami Shores, FL 33138-2108 1122320280150 Block: Lot: CAROL RESPONDEK Owner Information Address Phone Cell ALLAN RESPONDEK 1162 NE 105 ST MIAMI SHORES FL 33138-2108 Contractor(s) ATLANTIC SHUTTERS, INC Phone 305-945-7277 CeII Phone Valuation: $ 5,076.00 Total Sq Feet: 225 Type of Work: INSTALLATION OF HURRICANE SHUTTERS. No of Openings: 8 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $2.70 $2.00 $1.20 $180.00 $12.00 $4.80 $206.30 Pay Date Pay Type Invoice # WS-8-18-68399 08/15/2018 Check #: 6084 08/01/2018 Check #: 6063 Amt Paid Amt Due $ 156.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Shutter Final Shutter Attachment Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fushermore,J authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent August 15, 2018 Date Building Department Copy August 15, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000174-2018 Permit Number: WS-8-18-2048 Scheduled Inspection Date: September 26, 2018 Inspector. Naranjo, Ismael Owner: CAROL RESPONDEK Address: 1162 NE 105 ST MIAMI SHORES, FL 331382 Project: <NONE> Contractor: ATLANTIC SHUTTERS, INC KEVIN KENNEDY Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Shutters Phone Number: Parcel Number: 1122320280150 Phone Number: 3059457277 Building Department Comments INSTALLATION OF HURRICANE SHUTTERS. 8 ACCORDION SHUTTERS Checklist Item General Comments Passed Failed Passed False Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Comments Inspector Comments September25, 2018 For Inspections please call: 305-762-4949 Page 8 of 26 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC D ROOFING ❑PLUMBING ❑ MECHANICAL Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL RECEIVED rIAU.G 01 2018 Fac zo R (014 ❑.PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: t o (7-a NE \ D S: S-- City: Miami Shores County: Miami Dade Zip: 3 \ 13 Folio/Parcel#: t i 223 7 ()?-g () (S 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood`Zone: OWNER: Name (Fee Simple Titleholder): Cc(() Rs2., On CSC, Address: \ c7 tom.► V OS - BFE: FFE: Phone#3 aS 3 i 8 q ` oo City: t l .tA/ & S tA_O(e. State: Zip: 7.--7)3 13 93 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: VL ki •�i C cgr.,` Q,YS ZY\C Address: \IC3n 0 Rsg.` ST R / a hi • wt.! 0/0,6 Q(' CJ City: Rl3C1�\NAk. W\:l �QOcoi•- State: l� Qualifier Name: KP \ i v � .v\yNP(4`I Phone#: W)S 3 31(Q Zip: ( (0-2_ Phone#:0S Q If 12"1'1 State Certification or.Registration #: GEC (2-S 1 10 Certificate of Competency #: ,DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $5 O "7 6 , c) o Square Linear Footage of Work: 2 2. 5 Type of Work: ❑ Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: *A• (� in L�� d 0if (IUptv`� ��VllTi7 ' • 8 4Ceo-s" Specify color of color thru tile: Submittal Fee $ g3 • W ttPermit Fee $ ( Gb' 00 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 9 • GO DBPR $ a • 0 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $1 S(r) • 3 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a,condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature� 6619441c_, OWNER or AGENT The foregoing instrument was acknowledged before me this 3 1 day of —J.L" l , 20 \ 9 , by ('Aro, Re S who is personally known to me or.who has produced t L as identificationand who did take an oath. NOTARY PUBLIC: Sign: b/.L/14' Print: t" (iAM 4- aets Seal: ssssrsssss ,••1�pY ASH p• WILLIAM A. BELSKIS MY COMMISSION # GG 031359 EXPIRES: October 29, 2020 .4;;; a4PP Bonded Thru Notary Public Underwriters APPROVED BY Signature CONTRACTOR • The foregoing instrument was acknowledged before me this 3 \ day of// ��—S tA-, 20 ' , by Kew, . [R.-h , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: (11,1"( 1. �Zst✓ L Print: b.)t(' /[r131 i4 13e Is 1s Seal: Plans Examiner aF;iik4%;4. • WILLIAM A. BELSKIS MY'COMMISSION # GG 031359 EXPIRES: October 29, 2020 Bonded Thru Notary Pubiic Underwriters Zoning (ReviSed02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11162 Property Address: 11-2232-028-0150 NE 105 ST Miami Shores, FL 33138-2108 Owner ALLAN RESPONDEK &W CAROL Mailing Address 1162 NE 105 ST MIAMI SHORES, FL 33138-2108 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,400 Sq.Ft Lot Size 13,590 Sq.Ft Year Built 1951 Assessment Information Year Land Value 2018 $475,687 Building Value $197,132 XF Value Market Value Assessed Value $26,188 $699,007 $272,455 l 2017 2016 $475,687 $408,004 $197,381 $197,629 $26,389 $26,610 $699,457 $632,243 $266,852 1 $261,364 Benefits Information Benefit Type Save Our Homes Cap 2018 2017 2016 Assessment Reduction $426,5521 $432,605 $370,879 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 i $25,000, $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 W7FT LOT 17 LOT 16 & E8FT LOT 15 BLK 1 LOT SIZE 90.000 X 151 OR 15215-413 0891 1 Generated On 6/28/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,0001 $50,000 $50,000 -a- Taxable Value $222,455 $216,852 $211,364 School Board $25,000 $241,852 Exemption Value $25,000 $247,455 $25,000 Taxable Value $236,364 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $222,455 $216,852 $211,364 Regional Exemption Value $50,000 $222,455 $50,000 $50,000 Taxable Value $216,852' $211,364 Sales Information Previous Sale Price OR Book -Page I 15215-0413 Qualification Description 08/01/1991 $169,900 Sales which are qualified 01/01/1976 $63,500 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 6/28/2018 ATLANTIC SHUTTERS, INC. ' I'-10 )' II 1970 N.E. 153rd Street - Suite 7 - North Miami Beach, FL 33162 \l(� �,� 1 Q Tel: (305) 945-7277 - Fax: (305) 945-1131 I�CBC1251102 ,� NAME G114-e S f011/4) 0 - CON-WAIOLjQNkI1cll- (DATE 6--r)'I b ADDRESS (I 172- IOE laS S 7 7 PH: HM (2)05) 3-8 `R'D CITY r1)(kini SfiP STATE -f-L ZIP 33138 PH: WK ( ) OPENING # PRODUCT OPENING SIZE REMOVE TRACK LOCK I/O DETAIL SPECIFIC UNUSUAL OPENINGS WIDTH HEIGHT 1 (7,6 PDIe AJ ,S+i;ttz L 3-7 5 2-. 7, 5 / 5-7i 47S,S z 3 s 3 7 ;;z 6 .27 SZ w 11,14 1 itiott" Dozy -PS (.f e„t) >EkKi'ec-)E EMI L013(1 10 ,SiL. —V_ (ov inn Vic.r; t )CL. meta NCI ru611W4Al by INA J, xl "iN11 i -', 'N 10511014"5 I--- 8 som /: 44‘r)76110_7,11m 6WD` 6OP utirhl G-3c t INSTALL: YES NO ❑ FLOOR: 1 if Z__. COLOR: 1t/ --ttE H.O.A.: YES ❑ NOyf PRICE, r ^ C VA1�6 �$ :�O / 6 Ili�itIEI DIAGRAM OF PROPERTY 0 T SALES TAX $ L \Y.1R)W 1 IV PERMITS $ LI D _ I. I( �� ,46, V )I il � � a r ' TOTAL CONTRACT $ 57) . am. sv tll DEPOSIT (50%) $�53�-, � BALANCE S 2s3 8" (DUE UPON INSTALLATION) *ESTIMATED DELIVERY 14IU1'11ua NDT WhtnidIJ To _cL 0 e i-D-K ► ®EIL1 tCA`rI 4 our" 'Estimated delivery time starts upon receipt of all completed forms required for installation; i.e.: permit applications and Homeowner's Association Approvals (t) 41,0 PPPcv-t— 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 OF ALL WARRANTIES AND GUARANTEES ARE INCORPORATED INTO THIS CONTRACT AS 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 terns herein contained are the entire Agreement between the parties and that his/her/their signature(s) hereto has not been obtained or induced by any promise, agreement or representation not contained herein and that he/she/they 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 DAY AFTER YOU SIGN THIS CONTRACT. IF YOU TIMELY CANCEL THIS CONTRACT, YOUR DEPOSIT WILL BE REFUNDED. AGREED AND ACCEPTED BY PURCHASER: &JIG/ d-tk— AGREED AND ACCEPTED BY COMPANY: DATED: L-P/.CF /1 Respondek Residence 1162 NE 105 Street Miami Shores, FL. 33138 Mean Roof 23' Peak Roof 26' Pos 53.3 Neg - 71.4 x x • • • •••• 4 • • .. • .. • • • • .. • x . • • • •• •••• •••• • • 4 • • •••• .... • • • • .. .. • • • . • . . • • • • • • • • • .. • .. . • • • .. • 53" x 52" 75" x 28" 37 x 5 37 x AL-FAROOQ 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 County: Miami Dade Wind Speed: 175 MPH Risk Category: II Exposure Category: D Tributary Area: 10 FT2 Roof Slope: >10' 1. Client: Atlantic Shutters. Inc. 2. Project Name: Respondek 3. Project Address: 1162 NE 105 Street Miami Shores Florida 33138 City State 4. Building Height: 23' (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 mil 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 apply to 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 may be used or reproduced in any manner. (except, however, for that portion of ASCE 7-10 set forth herein). ZIP (Residentia 3'rbjects Ofl1y)' ••••• • • • • • • • • • • • • • • •• •• • • • • • • • • • •• • ,v0 t114:1; �,` • • • • • • • � • • • • • � • • • •• • • • • • 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com alfarooq@ateeng.com • • Product A Miami Shores Building Department royal Schedule / Corn arisoli Chart Address: Openin Description of VVindow or Door or Mullion Product Acceptance Product Ap .roval Number L Desi n Pressure (+) PSF (-) PSF Opening Design Pressure (+) PSF (-) PSF 1711M mimmommoimmin T2- 1.111.11117S-"-X8 111111111111.11111Mmr Permit No. Shutter Required Yes / No Mullion Re 'tired Yes / No Impact Yes / No . '0400 . .• • • • • . • • • • • • • • • . • . . • • • • • • • • • • 000 • • • • 000 • • • • • • • • • • • • • 000 • 0. • • • • • • • • • • • 9 00 00 • • 0 .00 00 000 • • • 000 • 1 Tow ,ountry NDUSTRIES Wholesale Aluminum and Building Products A Division of ABC Suppy Co., Inc. Product Approval Authorization Form ) T /9 To whom it may concern: Town & Country Industries hereby authorizes f'C"f�Arl-tic Sic37kc/'5, z/t . . . . .. . To use our 6.8/SL /HR Accordion Shutter Systems product appipy1l # FL13757 on the following jobsite . • leStpon l� AAA . . . • . .. • . .... . . .• .. • . • .. . • ...-.. • • .. .•• • • .. Address: (((s)Z A 1.S4 IN-e.i. " (A Arm1 Skor•S1 F(-3.41:6 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. t ""Town & Country authorized repr se t-, tive: 'Florida Building Code Online Page 1 of 2 r BCIS Home Log In User Registration Product Approval USER: Public User - Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail ►.o; o'���FL # Application Type Code Version Application Status Comments Archived FL13757-R6 Revision 2017 Approved 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 hiaenaed 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13757 R6 COI Indepl.pdr FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3.pdf Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 i,>ns://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 12/29/2017 Florida Building Code Online Pae 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eguivl.pdf FL13757 R6 Equiv Equiv2.pdf FL13757 R6 Equiv Equiv3.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/09/2017 08/11/2017 08/22/2017 10/10/2017 I FL # Model, Number or Name Description 13757 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Sy its 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 combinations and additional limitations of use. Installation Instructions ` FL13757 R6 II Dwgl.pdf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL13757 R6 AE Evall.pdf Created by Independent Third Party: Yes • • • • sistant q<prtiol Shutter SXste{n �13757.2 Lit?rits 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 combinations and additional limitations of use. Installation Instructions • • • • • • FL13757 R6 II Dwg2.pdf • • Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Qarry! to • • • • • • Evaluation Reports •... • • • • FL13757 R6 AE Eval2.pdf • • Created by Independent Third Party: Yes •• •• • • 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities .vId wiryl zone 4 liticW16ns. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +110/-128 Other: See product drawing for additional information, anchorage, etc. Installation Instructions • • • • . • • • FL13757 R6 II Dwg3.pdf • • • Verified By: Frank L. Bennardo PE-0046549 • • • Created by Independent Third Party: Yes Evaluation Reports FL13757 R6 AE Eval3,pdf Created by Independent Third Party: Yes !Back! 'Next' Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850.487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement 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 emails 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 address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ICI Echrck Credit Card Safe SE'C ILt, tE'LIItICS. ••• • • • • • • • •• • • • • https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 12/29/2017 • • • • • • • • • • • . •• • • • • • • • • EX drawing #15-2338 titled '6.8 Accordion Shutter", sheets 1-13, prepared by EnginE rinlAxpress, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report! • • • • • • • • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which 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 •. • • 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. Kuri, PE) by Construction Testihy'Cor,oration (CTC). /PeQi rf • 49I Valid for i P.EIR.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 4, 2017 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: FL13757.1-R6 15-2338 Town & Country Industries 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 ` Jc E , F.A.C., for statewide acceptance per Method 1(d). The product noted above has been teste and/or evaluated as summarized herein to show compliance with the Florida Buildineodetixth 6dificc • (2017) and is, for the purpose intended, at least equivalent to that required by the Code.. Ie•-evalua(ion of this product shall be required following pertinent Florida Building Code modifications or F.e visions. •• • • • • • • • Substantiating Data: • PRODUCT EVALUATION DOCUMENTS rank EFROI rdp;' 0646510.... 49885 10 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEAO'M f, PHONE: (954) 354-0660 - FAX: (954) 354- ENGINEERINGEXPRESS.COM ' 3442 3 V.WNOWCTIM6134 ACtAP IQNSW1TER-Id&- MATE FL1A11.1 FORP14 FRMIM&DO OOO. .ECTWRMoo FtC L OATE1Fia,IBEVN.Af*,.1LOC •ENGINEERING EXPRESS® August 4, 2017 Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 5. 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 engineering 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 listed above shall be installed in strict compliance with the Product Evaluation Documgft(t.t. engineering drawing), along with all components noted therein. •• •• ••. • • • • . The product components shall be of the material specified in the Product Evaluation AAC i ent •. • • engineering drawing).•• Limitations & Conditions of Use: .... . . .... • .... •• . . 0,00 . . • . .. .. • Use of this product shall be in strict accordance with the Product Evaluation Documert fir engineering . • drawing) as noted herein. • • All supporting host structures shall be designed to resist all superimposed Toads andsryN bb of a mm erial • • listed in this product's respective anchor schedule. Host structure conditions which are not accountgQ42i •• 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). 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM WAPROECTO16iaa004 ACCORDION SHUTTER - FBA -UPDATE F1.19E7.1 FOR 2ol4R.OROOEHUOO CMPROJECIW/P2OO FOCOPOUTF\ Ia usEV1LLA»>O.1DOC ALLOWABLE TABLE 1 SPAN SCHEDULE FOR USE WITHIN THE HVHZ DESIGN WIND LOAD (PSF) HVHZ POSITIVE WIND LOAD WITH UNIMATE so HVHZ POSITIVE WIND LOAD VVITHI, CENTERMATE 29 OR 0 & ® OR 33 & 34 HVHZ NEGATIVE WIND LOAD ALL CONDITIONS** NI" 23.9 156" 156" 156" 25.0 154" 156" 156" 30.0 147" 156" 156" 35.0 142" 150" 156" 40.0 137" 145" 156" 45.0 133" 141" 156" 50.0 12r 137" 156" _C55.0 (26� 134" 155" 60.0 124" 131" 148" 65.0 121" 129" 143" 70.0 119" 126" 137" r75.0 117" 124" �133 �� 80.0 115" 122" 128" 85.0 113" 120" 125" 90.0 112" 118" 121" 95.0 110" 117" 118" 100.0 109" 115" 115" 105.0 107" 112" 112" 110.0 106" 110" 110" 115.0 105" 107" 107" 120.0 104" 105" 105" 125.0` - 103" 130.0 - - 101" 135.0 - - 99" 140.0 - - 95" 145.0 - - 92" 150.0 - - 89" 155.0 - - 86" 160.0 - - 83" 165.0 - - 81" 170.0 - - 78" 175.0 - - 76" 180.0 - - 74" 185.0 - - 72" 190.0 - - 70" 195.0 - - 68" 200.0 - - 66" 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ MINIMUM SEPARATION TABLE 2 GLASS FROM FOR USE WITHIN THE HVHZ POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM INSTALLATIONS s 30' ABOVE GRADE (IN.) GLASS INSTALLATIONS > 30' ABOVE GRADE (IN.) 29.3 156" 5.7" 3.5" ao 60" 3.0" 1.1" 99" 3.0" 1.5" 120" 3.0" 1.9" 156" 5.7" 3.5" ao 60" 3.0" 1.1" 99" 3.0" 1.6" 108" 3.0" 1.8" 120" 3.0" 2.2" 132" 5.7" 2.8" 145" 5.7" 3.5" 50 60" 3.0" 1.1" 99" 3.0" 1.7" 108" 3.0" 2.0" 120" 3.0" 2.5" 137�_ 5.7" 3.5" ,60"- ANN-c3.0-_ J. 1.2" r-99" .. ------3.0" 1.9" '-- 108" 3.0" 22" 131" 5.7" 3.5" 70 60" 3.0" 12" 84" 3.0" 1.5" 99" 3.0" 2.0" 126" 5.7" 3.5" 90 60" 3.0" 1.2" 84" 3.0" 1.7" 99" 3.0" 2.3" 118" 3.5" 3.5" 110 60" 3.0" 1.3" 84" 3.0" 1.8" 99" 3.0" 2.5" 110" 3.3" 3.3" 60" 3.0" 1.3" 120 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 1 AND 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MCUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. TABLE 3 ALLOWABLE SPAN SCHEDULE NON-HVHZ DESIGN POSITIVE AND WIND NEGATIVE WIND ND LOMOUNTING LOAD ALL (PSF) CONDITIONS"' 50.0 156" 55.0 155" 60.0 148" 65.0 143" 70.0 137" 75.0 133" 80.0 128" 85.0 125" 90.0 121" 95.0 118" 100.0 115" 105.0 112" 110.0 110" 115.0 107" 120.0 105" 125.0 103" 130.0 101" 135.0 99" 140.0 95" 145.0 92" 150.0 89" 155.0 86" 160.0 83" 165.0 81" 170.0 78" 175.0 76" 180.0 74" 185.0 72" 190.0 70" 195.0 68" 200.0 66" ** FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 HURRICANE PROTECTION ALLOWABLE TABLE 4 1 * _ -U SPAN SCHEDULE ASTM ESSENTIAL FACILITIES ONLY POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM INSTALLATIONS s 30' ABOVE GRADE (IN.) % GLASS i INSTALLATIONS > 30' ABOVE GRADE (IN.) 30 60" 3.1" 1.1" 99" 3.1" 1.4" 120" 3.1" 1.9" 156" 5.8" 3.5" 60" 3.1" 1.1" 99" 3.1" 1.5" 108" 3.1" 1.840 120" 3.1" 2.2" 132" 5.8" 2.7" 156" 5.8" 4.3" 50 60" 3.1" 1.1" 99" 3.1" 1.7" 108" 3.1" 2.0" 120" 3.1" 2.5" 132" 5.8" 3.1" 156" 5.8" 5.2" 60 60" 3.1" 1.1" 99" 3.1" 1.8" 108" 3.1" 2.1" 120" 3.1" 2.7" 148" 5.8" 5.0" 70 60" 3.1" 1.1" 84" 3.1" 1.5" 99" 3.1" 1.9" 120" 3.1" 3.0" 137" 5.8" 4.5" 90 60" 3.1" 1.2" 84" 3.1" 1.6" 99" 3.1" 2.2" 120" 3.7" 3.6" 121" 5.8" 3.7" 60" 3.1" 1.2" 84" 3.1" 1.8" 110 99" 3.1" 2.5" 110" 3.3" 3.3" 60" 3.1" 1.2" 84" 3.1" 1.8" 120 99" 3.1" 2.6" 105" 3.1" 3.0" �'. SrArEOp s•. <ORIDA .• l //UI NALN. ..110 TABLE 3 AND 4 NOTES: 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. FRANK L BENNARDO, P.E. 549 F PE0o4654, O' v_ ao * "J' -0 Z.14T z \win in 8• 0 V3u. LL U. w�U • • • J •• • ••• •• 000 • • •••• • • •••'• • • •M • •• •• : • • • • • •• • 15-2338 SCALE: PAGE DESCRIPTION: 13 •. 1 • • • FRANK L BENNARDO P.E. /PE9046549 GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION (2017) , FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL 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 REQUIRED 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 THE 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 51G15-23 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 E1885, E1996 & E330 TAS 201 202 & 203 FLORIDA PRODUCT 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. USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK co zw Q w� LCY w 0 =w V) J X Q QI- X LJ V) VARIES - NO LIMIT ► SECTI❑N ` _ p��. LUCE/v No E0046549 . STATE 0p • Z �/✓��• YJ Z� Z 'C w W. -TOP TRACK LOCKING MECHANISM, SEE TYPICAL PLAN V.I YPICAL ACCORDION SHUTTER ELEVATION N.T.S. PLAN VIEW ,-- BOTTOM TRACK 7 • • • • • •• • • •• .• • • •• 1. •••4• • •• 4• •••/o• 4. ri • • • 4 • •• • ., •••• Cf • • gAn Zm Q e ••5••z �Q • of W • 3g • o •••••• • • • • • • • 5 si N 2 si I0 a4P 1 � A 9 DOPIEST FRANK L MOOPL 15-2338 SCALE: - 1 PAGE DESCRIPTION: oI3 • • 115" .588 .600 N r- 2.874" 2.655" 111173111 510" L1csi u� .400" 1_17 iFr- PRDJECTJUN VARIES OBUILD OUT WALL SCALE: HALF SIZE OHEAVY 2-LEG WALL SCALE: HALF SIZE (U v 3.610' q,_068 1.907' - 1.706' -.195 630'1 0 1.510' k 1.069' 2.748' 1.994 OLITE 2-LEG WALL O HEAVY HEADER/SILL SCALE: HALF SIZE SCALE: HALF SIZE WHERE SHOWN SCREW BOSSES (Sc FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS .621' ij• 250" 2.300" CD SILL SCALE HALF SIZE 4.603" jify._ 258" .030R t.054" 4.140" .297" TYP 6.8 SS B =AD SCALE: HALF SIZE 4.510" 4.102" 054 227" OSILL ADAPTER SCALE: HALF SIZE .060 30.225° .043" .150R -.314" 325'' 022" 6.8 STARTER ` ' SCALE: HALF SIZE/ 130' 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE .310' M co U 0' m (U N 2.655' 1.825' s-s .510' 621' .831'� 1.069' 1.985' 2.195' 0 EXTENDED SILL SCALE: HALF SIZE 3.410' 1,721' 630' 133' o .0 2' 0 in eCEILING HEADER/SILL SCALE: HALF SIZE j i .105' TYP m I in (l CO 4.510' .143 .682' 10 EXTENDED SILL ADAPTOR SCALE: HALF SIZE 1 630' 2.822' co 0 RADIUS CEILING HEADER/SILL SCALE: HALF SIZE 2 655' 510' f .460' .060' i, 0 .096' 621' i i ,.781' 2.195' 11 MID SILL SCALE: HALF SIZE 0.096' .180' 0.080' f--7- .420' 18 WALL SILL CLIP SCALE: HALF SIZE .895 LITE HEADER/SILL SCALE: HALF SIZE 2.365' x N < N f N k ro 4.510' 0 MID SILL ADAPTOR SCALE: HALF SIZE 3.963' i • • •• •• • 41. • • • • I° WALL SILL SCALE: HALF SIZE •• FRANK L. BENNARDO P.E. aR PE0046549 e e • • Wag .8 F'ao •,e •• ▪ • • t • .�, os vet • •• • • • • • • • • •••• 0 M W i u. l• 1 2 00PYRIGFTF'FRIIN(LOBIARDOPE 15-2338 PAGE DESCRIPTION: o1 3 •••••• •. • • • • • • •• • • • • • 0 ANGLE SCALE: HALF SIZE NYLON WASHER OR ALUMINUM (NYLON BUSHING OPTIONAL) 14 x 2-3/4" 410 HT S.S. INSERTS SCREW W/ INTO TC ULTRACOTE COATING TRACK (TYP TOP & BOTTOM) NYLON BUSHING W/ WASHER: 7/16" "ral INTERIO' • OP /16"0"x 1" (nl INTERIOR JOINT'BO • EITHER CAN BE USED ON EXTERIOR 0 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 3.443' 0 2003 6.8 CENTER ATE SCALE: HALF SIZE 623' .090' 0 • .239 i - .496'i 1.758' 5.500' x 13/16' WIDE DELTA MODEL 2022 INDUSTRIAL SYSTEMS 3 ) BOX LOCK SCALE HALF SIZE 4Z6" UNIMATE LOCK SCALE. HALF SIZE RECESS SILL SCALE: HALF SIZE .062' .154' ' .137' FOR USE WITH AND @ ONLY 0 SLIDE ROD SCALE: HALF SIZE 7/16"0 STAINLESS STEEL NUT 9"POWDER COATED, ZINC-DIE�CA 5/16"O INTERNAL THREAD 37 T—SCREW INSERT SCALE FULL SIZE T—LOCK ADAPTER (OPTIONAL) CALE HALF SIZE -' .250' 2.250' STAINLESS STEEL ASSEMBLY 3200 HOLE NYLON WHEEL 240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 2.750' 0 RAINGUARD SCALE: HALF SIZE 2.125' 1.950" .280" O � � w ' CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED TE. MAY BE KEY OPERATED OUTSIDE OR THUMB INSIDE. _ 23 BRASS PUSH LOCK SCALE: HALF SIZE 4.000' o M 0 .224' 190" .250" 250" 125"4 f- .125" �n HEAD STYLE VARIES 38 THUMB SCREW SCALE: FULL SIZE 1/4-20x1 OR 5/16-18x1 MACHINE SCREW STAINLESS STEEL .250".f-f 39 2X7 ANGLE SCALE HALF SIZE CENTER MATE HALF SIZE NOTE: ATTACHMENT SCREWS FOR END STRIPS SHALL BE #10 TORX OR PHILLIPS DRIVE SCREWS, HAND -TIGHTENED ONLY. ND STRIP 1" 2" & 3" EXT .125' SCALE HALF SIZE FRANK L. BENNARDO, P.E. i PE0046549 CCPYRJGHT PRANK L MORDO PP 15-2338 •.•••• • • I • • • •••••• • • ••••• • • ••••• •••••• • •• FASTENER [al 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE) EMBED. EDGF, USE (1) BRASS PUSH LOCK OR (1) 5/16-18 THUMB SCREW I O THREADED INSERT 37 AT 1/3 SPAN TO 2/3 _ AN FROM BOTTOM OF SHUTTER. RECEIVING HOLE SHALL BE 3/8" MAX WIDTH, UP TO 1" HEIGHT. EXISTING GLASS TYPICAL PLAN VIEW SCALE 3" = 1-0" 1J <W W — MNU 0WW < N N J = J N ILCSrICC.0 Ww WL WO N's 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" HEIGHT. TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO/CORNER POST NTS II II II II 1/4-20x1 THUMBSCREW INTO THREADED HOLE. LOCATED @n 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 5 8'-3". USE TWO THUMBSCREWS ON BLADES > 8'-3", ONE @ 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED. WHEN USED WITH CENTERMATE #29 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY BE 7/16" TYPICAL INSIDE CORNER CLOSURE DETAILS WO/CORNER POST NTS CL 0 . 0.062" THICK 6063—T6 UM. ANGLE 1" x 1" MIN. 0 2" x 5" MAX. (ANGLE LEG AY BE REVERSED) ASTENER @ 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE, 1" MIN. EDGE DISTANCE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM POP RIVET, OR 1/4-20 MACHINE BOLT & NUT 18" 0.C. EXISTING GLASS (INTERIOR) • • • stt‘)111117j/fPE00465 9NNARD 11110 E0046549 * fir TO ®&vaveo BOTTOM LOCKING DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS END STRIP SCHEDULE PSF SPAN 1" B/O (2.7") 62 108" 72 100" 40 82 94" 112 80" 132 75" 2" B/0 (3.7") 62 95" 72 88" 82 83" 3" B/O (4.r) 8679" 7262 ao 82 74" 1.5"x3" 45 93" x0.093" 52 87" ANGLE 57 83" 60 81" 64 78" 70 75" 73 73" 2"x3" 45 139" x0.125" 52 129" 52 129" ANGLE 60 120" 64 116" 70 111" 73 109" 2"x4" 45 145" x0.125" 52 135" ANGLE 57 129" 60 125" 64 121" 70 116" 73 114" FOR GREATER SPANS OR WADS THAN SHOWN IN END STRIP SCHEDULE, END STRIPS REQUIRE A 1"Xl" .090" CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & *14x3/4' TEK SCREW OR 1/4-20 BOLT TO END STRIP. TATE OF FCORtO*. , • ONAL imitt' (EXTERIOR) RECEIVING HOLE SHALL BE 3/8" MAX WIDTH, UP TO 1" HEIGHT. • • • SEE END STRIP SCHEDULE* FOR MAX. SPAN WHEN • USING 40a, 40b OR 40c USE APPROPRIATE STARTER STRIP TO PROVIDE CLOSURE FOR BUILDING CONDITIONS. FASTEN STARTER STRIP TO TRACK W/ 2/#10x1" SCREWS AT CORNER (HAND —TIGHTEN ONLY). ANY TRACK W/SCREW BOSSES. <Z W 0 W J 1/4-20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE 3" = 1-0" ALTERNATE END STRIP DETAIL SCALE 3" = EXISTING GLASS USE (1) BRASS PUSH LOCK OR (1) 5/16-18 THUMB SCREW 100 THREADED INSERT AT 1/3 SPAN TO 2/3N FROM BOTTOM OF SHUTTER USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER (INSIDE) SILL (OUTSIDE) MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1'-0" •t ••• • ••••• •a•• • • • • • • •••••• • •• • ••••• • • • • • •• • • 0 M of -0 E• 17, 2 1 2 „'‚1 OOPYRIGt{IFRNKLOPE 15-2338 SCALE. PAGE DESCRIPTION: 13 •••••• • • • •••••• • • • ••••• • • ••••• •••••• • • • •••••• • • •••••• • • .11 CO 2 FASTENERS EACH ANGLE 1"x2"x 1/8" OR2"x2"x1/8" ALUM. ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, TABLE A (CC3) PRESSURE VS ALLOWABLE LENGTH PSF L/BWO3 2 NoWO / No B/0� 62 130" 188° 72 124" 179" 82 119" 172" 92 114" 165" 102 110" 160" 120 104" 147" 150 97" 131" 200 88" 114" 3/16 RIVET OR #12 SMS ® 18" 0.C. OR 1/4-20 NUT S. BOLT (T YP.). ALUM. TUBE 6063-T6 ALLOY SEE TABLE B FOR SIZE. 1" x 2" x .093" 6063-T6 ALUM ANGLE, TYP USE MALE OR LOCK -SLAT) ALUM. TUBE 6063- T6 ALLOY SEE TABLE A FOR SIZE. 3/16"4 ALUM. POP RIVET OR #12 SMS @ 18" 0 C. (TYP.) MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS NTS TABLE B (CC4) PRESSURE VS ALLOWABLE LENGTH PSF 2W L/i 8/0 WITH 1/8" B/0 62 113" 166" 72 107" 157* 82 101" 147' 92 95" 139` 102 90" 132" 120 83" 122" 150 74" 109" 200 64" 94" 3/16"0 ALUM. POP RIVET OR #12 SMS CO 18" 0.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1"x2"x1/8" OR 2" x2"x 1/8" ALUM. ANGLE FEMALE TYPICAL CORNER CLOSURE DETAILS NTS ALTERNATE THRU BOLT C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. 1-1/2" MIN FOR CONCRETE OR BLOCK AND 3/4" MIN FOR WOOD FASTENER ® 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). / i 2"x2"x 090" 6063-T6 ALUM. TUBE TYP. 2" x 5" x 1/8" �x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 MACHINE BOLT & NUT ® 18" O.C. z 0) w 0 m W 0) (INSIDE (OUTSIDE) SIDE CLOSURE OPTIONS SCALE 3" = 1'-0" GLASS OR DOOR w m w W C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ALTERNATE THRU BOLT Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING TABLE C: ALLOWABLE SPAN SCHEDULE FOR BUILDOUT MOUNT (DETAIL F) MAX SHUTTER SPAN 125 IN. 1211N. 118 IN. 115 IN. 112 IN. 110IN. 107 IN. 105 IN. 103 IN. 101 IN. 99IN. 951N. 92IN. 891N. 861N. 83 IN. 83IN. 78 IN. 76IN. 741N. 72IN. 701N. MAX DESIGN PRESSURE +/-30.1 PSF +/-31.1 PSF +/-31.9 PSF +/-32.7 PSF +/-33.6 PSF +/-34.2 PSF +/-35.2 PSF +/-35.9 PSF + /36S PSF +/-37.3 PSF +/-38.0 PSF +/-39.6 PSF +/-40.9 PSF +/-42.3 PSF +/-43.8 PSF +/-45.4 PSF +/-46.5 PSF + /-48.3 PSF +/-49.5 PSF +/-50.9 PSF +/-523 PSF +/-53.8 PSF 68IN. +/-55.4 PSF 661N. +/-57.0 PSF SEE TABLE 4 & FOR HVHZ SEE TABLE 2- I P TION TO GLASS O o- w GLASS OR DOOR q4TeR/1/4 TF \ w l7 0 w Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING cc w F- D to C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING EE INSIDE SILL MOUNT SECTION SCALE : 3"= 1'- 0" r EMBED. EXISTING STRUCTURE 7' MAX. FOR ASTM ESSENTIAL FACJ TIES SEE TABLE 4 & FOR HVHZ SEE IA1iLE 2 FOR MIN. SEPARATION TO GLASS OR FRANK L BENNARDO P.E. ,`�14)Iil!/! PEOQ46549 ... .. .. \ ` :� IC "cal 1/4-20 MiA fNEAO 6�004654- W/NUT (a1 2";0. �R #14 SM[6:' O.C. * * - • (TYP. TOP- BOTTOM) '� �© STATE OF _ �: W M 8 E o TONAL iei i 00 W0=m Y F~ u, ZX Will 2 w w XIn a= E 1-- L0 Z w J 1/4" MAX. FROM PIN • • GUIDE TO BUSHING • • • WASHER (TYP.) ••11•• • •••••• #14x3/4" SMS (nl 9" 0.C. ANGLE TO TUBE CONNECTION 2" x 2" x .125" 6063-T6 ALUM. TUBE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CI ALTERNATE BUILD OUT MOUNT SECTION SCALE : 3"= 1'- 0" ACCORDION SHUTTER PER PRODUCT APPROVAL APPLICABLE AT TOP AND/OR BOTTOM 1/2" 2"x3"xY8"x CONTINUOUS OR 2" x 2" x V" x CONTINUOUS 6061-T6 ALUMINUM ANGLE 2" ANGLE FASTENED TO EXISTING 3 KSI CONCRETE HOST STRUCTURE WITH Y4"0 ELCO ULTRACONS AT 3" FROM ENDS AND 4" 0.C. FOR BALANCE WITH 13'4 MIN EMBEDMENT AND 23" MIN EDGE DISTANCE, STAGGERED WITH 3" MIN. SPACING, TYP. 2" OR 3° MIN. 2-1/2" MIN. 2.175" 0.9" MIN. THICK 6061-T6 ALUM TRACK FASTENED TO ANGLE WITH 1/4-20 MACHINE SCREWS AT 3" FROM ENDS AND 9" 0.C. FOR THE BALANCE EXISTING CONCRETE HOST STRUCTURE (3000 PSI MIN) • • • • • • • • • • •••/•• • •• I• •••,• • • • •• SEE TABLE C FOR MAX SPAN AND PRESSURES BUILDOUT MOUNT SCALE NTS • • • • • • • • 0f 00 E a a a 11 LL co COPYNORFRANK LBECAME RE 15-2338 PACE DESCRIPTION: 13 •:•••• • i• • ••I•••• • ; • • •f• •• • • • ••.•• • • ••••• •••••• • • ••.• ••• • • •••••• • - • GLASS OR DOOR 1/4"-20 THRU BOLT W/ LOCK NUT [nl 12" O.C. OR #12 x 1/2" SMS (al 12" 0.C. E.S. OR 3/16"0 ALUM. POP RIVETS @ 6" 0 C. E S OR 1/4"0 ALUM. POP RIVETS 12" O.C. E.S. 09 AND OO ASSEMBLY 0 w m w w FOR ASTM ESSENTIAL FACIUTIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS ISPANI 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TYP. BOTTOM l7 0 w GLASS OR DOOR 1/4-20 S.S. MACHINE SCREW & NUT Cal 12" O.C. N © OR 3" x 3" x 1/4" CONT. 6063-T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 1/2" \ Z J O 0 d aaw} O u u uN 0 Q Z = w C3- X. in en QLCC Z ♦ - U-1 Z 0 J m CC 0 J m Q F- 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/2" TYP EXISTING CONCRETE, %7-- BLOCK OR WOOD FRAMING C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION 0INSIDE MOUNT SECTION SCALE : 3"= 1'- 0" EMBED. EDGE DIST. 1/2 FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS x a r GLASS OR DOOR #12 x 1/2" SMS @ 12" O.C. OR 3/16"0 ALUM. POP RIVETS Cal 6" O.C. OR 1/4"0 ALUM. POP RIVETS @ 12" O.C. 11 AND ®2 ASSEMBLY FOR ASTM ESSENTIAL FAgUTIES n ..SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS EXISTING CONCRETE BLOCK OR WOOD FRAMI 1/2' sta. IIIE Cc 1/2" TYP 11r4 I�/II1r �i EDD CTE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION ®INSIDE MOUNT 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 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 Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) 1/2" ©© ©0 a ww 1- F- 0 0= I- to 0 XZ Q Q 4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CONCRETE, m BLOCK OR WOOD FRAMING ®WALL MOUNT SECTION SCALE : 3"= 1'- 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING GLASS OR DOOR w r3F E #12x1/2"SMS Cal12" O.C. OR 3/16"0 ALUM POP RIVETS CO 6" O.0 OR 1/4"0 ALUM. POP RIVETS @ 12' O.C. O AND ® ASSEMBLY o wr EXISTING CONCRE , BLOCK OR WOOD FRAMING w 13 0 w GLASS C4 CONNECTION TYPE OR DOOR REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) w 13 0 w Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, EXISTING CONCRETE, BLOCK OR WOOD FRAMING Ca BUILD OUT MOUNT SECTION SCALE : 3"= 1'- 0" BLOCK OR WOOD FRAMING EDGE DIST EO( E•. .• ASTM III - ESSENTIAL FACILITI S SEE T 4 & FOR HVHZ SEE TABLE FOR MIN. SEPARATION TO GI ASS #12x1/2"SMS (a112" O.C. OR 3/16"0 ALUM. POP RIVETS Cal 6" O.C. OR 1/4"0 ALUM. PQP / RIVETS Cal 12" O.C. 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING CC w H w FJm 0 D =�0 tn Z u OU)j a Z aQa 0 .. F- uN 1/4" MAX. FROM PIN 1/2" GUIDE TO BUSHING TYP. WASHER (TYP.) EDGE DIST. 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION CEILING / INSIDE MOUNT SECTION SCALE : 3"= 1'- 0" EXISTING STRUCTURE 5" MAX. FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS C4 CONNECTION TYP REFERENCE ANCHO SCHEDULE FOR MA SPACING AS SHOW IN DIAGRAM ON PG. 1 EMBED. GLASS OR DOOR— 05 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FRANK L. BENNARDO, P. `N‘o)tit ff(9046549 • • • 1/4-20 MACCfalt3� BOLY W/NUT (al ,z2"�f£. OR #14 SMS) 6& C No PE0046549 (TYP TOP=8039TTOM) * ='U :;11 •••• STATE EXISTING STRUCTURE CONNECTION TYPE W/ EXTRUSION # 'ONNECTION TYPE W/ EXTRUSION #1 FERENCE ANCHOR SCHEDULE FOR MAX, SPACING /1/2" FOR ASTM ESSENTIAL FACILITIES TAB & FOR HVHZ n� SFF TARIF FOR MIN. SEPARATION TO GLASS a F w w wl- J � LLI D • w Zu XZOZ[0 wa z oaF- uN 1/4" MAX. FROM PIN GUIDE TO BUSHING RILJ WASHER (TYP.) CONNECTION TYPE W/ EXTRUSION #2 ONNECTION TYPE W/ EXTRUSION #1 FERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING; WALL', BU ON SCALE : 3"= 1- 0" ZX WW 1/4" MAX. FROM PIN GUIDE TO BUSHING •• WASHER (TYP.) •• ••11•• • ••1•• • 1 • • • • I•• •• •• •• • ••1 • • • • • • • •• -I • • • • uu • •••••el 4E1 FRNICLBI3@NRW Pi. 15-2338 SCALE: - 1 PAGE DESIPIION: J •••••• • •• • : • •••••• • : • • • • #••• ••••• • • • • • ••I•••• • • ) GLASS OR DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 :OR MIN. SEPARATION TO z GLASS 0ECC Cr O w w2 u u u ✓I Qz Lu in w X UI U1 Q = D: Z Z J V) EMB. "T' PLYWOOD & STUCCO FINISH rZ /2' to N r 4 EXISTING STRUCTURE 1/4"0 ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK, 3" MIN (� SPACING AND 3" MIN EDGE DISTANCE. 3" MiN. - ED. DIST. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TWO 1/4"'0 WOOD LAG SCREWS Cal 24" 0.C. MAX. WITH 2" THREADED PENETRATION 'T" INTO CENTER OF STUDS 1414 SMS Cal MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1" x 4" x .12S" 6063-T6 ALUM. TUBE THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. WALL MOUNT SECTION SCALE 3"= 1'- 0" FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 Sc FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE THIS DETAIL MAY ALSO BE USED AT TOP -GLASS OR DOOR PASS THRU DETAIL SCALE : 3"= 1- 0" GLASS OR DOOR 3" MIN. - ED. DIST. 1/4"0 ALL POINTS SOLID rn SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK, 3" MIN SPACING AND 3" MIN EDGE DISTANCE EXISTING STRUCTURE MAX. SHUTTER SPAN = 5'-0" riALT. LEG DIRECTION (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE PER SPAN TUBE SCHEDULE ACCESS HOLE FOR. ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE - TABLE 2 FOR MIN. SEPARATION TO GLASS _1/4"0 THRU BOLTS SEE BEAM SCHEDULE FOR REQUIRED NUMBERS (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE PER SPAN TUBE SCHEDULF ALT. LEG DIRECTION EMBED. '1/4-20 MACHINE BOLT W/NUT Cal 12" 0.0 OR #14 x 3/4" SMS 6" 0.C. SPAN TUBE PER DESIGN SCHEDULE z`'' 0 0 0w 1m uu u0 a z '- wQ wp,, 4 w l7 z� D J 1 1 / / / 'RANK L. BENNARDO P.E 549 il,.tl SPAN TUBE SCHEDULE '• TUBE SIZE SHUTTER SPAN ALLOWABLE TUBE SPAN NUMBER OF THRU-BOLTS NUMBER OF ANCHORS PER ANGLE UW151�OF % ��R)DP / TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE ` TUBE/ ///1 t iI Z ic5 k 0.125" 60" 123.8" 135.2" 2 2 2 3 4" 7" 96" 101.7" 106.9" 2 2 3 3 7" 7" 123" 89.9" 94.4" 2 2 3 3 7" 7" 2"x6"x 0.125' 60" 129.1" 157.0" 2 2 2 3 4" 7" 96" 114.8" 124.1" 2 2 3 3 7" 7" 123" 102.8" 109.6" 2 2 4 4 10" 10" 2"x8"x 0.125" 60" 138.0" 196.9" 2 2 3 3 7" 7" 96" 122.7" 155.7" 2 2 3 4 7" 10" 123" 115.4" 137.5" 2 3 4 5 10" 13" 2"x10"x 0.1875' 60" 158.1" 240.0" 2 2 3 4 7" 10" 96" 140.6" 229.9" 2 3 4 6 10" 16" 123" 132.2" 203.1" 3 4 5 7 13" 19" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.I SPAN TUBE PER DESIGN SCHEDULE 1/4-20 MACHINE BOLT W/ NUT p 12" 0.0 -OR #14 x 3/4" SMS Cal 6" 0.C. ACCESS HOLE MAX. DESIGN LOAD = ± 72 PSF ,® BEAM 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 BOLT (la 7" 0.C. OR 5/16"0 A325 GRADE THRU BOLT (al 12" 0.C. GALV. OR S.S. 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 5" 0.C. W/1-1/4" MIN. EMB OR 1/4"O LAG SCREW Cal 9" 0.C. W/1-7/8" MIN. EMB. IN WOOD SG=0.42. TO 0.55. 2" x 5" x 1/8" CONT. ALUM. ANGLE (6063-T6) (MAX. DESIGN LOAD ± 72 P.S F.) EXISTING WOOD TRUSS OR RAFTER Cal 24" MAX. 0 C. EXISTING FINISH MATERIAL 1" x 4" x 1/8" 6063-T6 ALUM. TUBE W/ THREE 1/4"21 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED PENETR. "T" IN WOOD (al EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS MORE THAN, 6", EXTEND TUBE TO NEXT TRUSS. 1/2" I 1/4-20 S.S. MACHINE SCREW p 12" 0.C. IN BETWEEN TRUSSES WITH 1/2"0 ACCESS HOLE ON BACKSIDE OF TUBE OR 4414 SMS Cal 6" 0.C. MAX. IN BETWEEN ti SPAN TUBE SCHEDULE NOTES: 1. USE 2"x3"x1/4" OR 2"x5"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 DETAIL). 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. 1/2" \1 \\\\\� (MAX DESIGN LOAD ± 72 P.S.F.) 0 w m w TRUSS MOUNT SECTION SCALE : 3"= 1'- 0" 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 Cal EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. G-CC ZX wit] • • • • • • • • •• •• • •., • • 6.041 • ••• ••.••• • • •• • • • • • • • • ••• 3 CIO W 2 Si jtiI • 61 hp 10 411 COPYRlGHIRN.0 L I EN1AIC0 PE 15-2338 PAGE DESCRIPTION: •••••• •. • • •• •• • ••• • • • • • • • • • � • • • • • • • • • • • • • • • • • GLASS OR DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR GLASS OR DOOR FOR ASTM ESSENTIAL FACILI TABLE 4 & FOR 2 SEPAR GLASS .250" 1/4 '0 TAPCON (� 24" 0.C. WITH 1-1/4" MIN EMBED. EXISTING CONCRETE OR \ BLOCK ONLY. WOOD \ FRAMING & WOOD ANCHORS ' 0T ACCEPTABLE \ RECESS SILL DETAIL SCALE : 3"= 1'- 0" ISPANI 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TYP. BOTTOM TIES SEE ATION TO OR MIN. 13 e• 4.4A, p,g4 DIST. m T CtO w� 1-,, w wpm V)IQ • �4 = Z• 000 z 0 w w��: J0u u(i) Qz Q 250" w CE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING M EXISTING HOST STRUCTURE ODECORATIVE FLOOR TRACK DETAIL SCALE : 3"= 1.- 0" 1"x1"x1/8" & 1"x2"x1/8" 6063-T6 ALUM. ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS CONTINUOUS, REINFORCEMENT IS NOT REQUIRED. APPROVED MOUNTING CONDITION, MIN, OF TWO PER PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. SECTION FOR SHUTTERS P1 SCALE: 3" = 1'-0" Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING GLASS OR DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS w F- o w0 JEMB r 0" EXISTING STRUCTURE 0 WALL MOUNT SILL DETAIATERIAL EXISTING FINISH SCALE : 3"= 1'- 0" 1"x1"x1/8" & 1"x2"x1/8" 6063-T6 ALUM ANGLE CUT TO MATCH AND PROVIDE SUPPORT OF CUT SHUTTER EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS CONTINUOUS. REINFORCEMENT IS NOT REQUIRED. APPROVED MOUNTING CONDITION, MIN OF TWO PER PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. ALTERNATE SECTION FOR SHUTTERS SCALE: 3" = 1'-0" OR SOCUT IN 4" INTERVALS TO FORM U E (SEE DETAIL P1 ( FOR ADDITIONAL INFO). TYP TOP & BOTTOM �w w J t- m wI-Q w H _ ' m O =zwc O Z O Z0u J11.1 Cr Z OQ ud Q V) FASTENER @ EACH 4" CUT SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EDGE DISTANCE EXISTING STRUCTURE EXISTING FINISH MATERIAL 0 RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3" = 1'-0" 0 m w 1/4- MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) Z 0 3- z m 0 0 0 z z N 0 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4-20 MACHINE BOLT W/ NUT @ 2" 0.C. 19 CUT AT INTERVALS T FORM CURVE (SEE DETAIL P1 P2 ) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER Sul EACH 4" PIECE CURVED TRACK SECTION DETAIL SCALE 3"= 1'- 0" • ° sE00465 • • .• • • • • • •••• •r, • M •• • vPn • to- -5 lice _sen 2 ,I* U. •.. c• • •111 •� �• 0 5 • • D' Qi •••• • • • • • • • • •• • •• II• • • • • •1 5 PP 2 2 2 011 si si COPYRR#IT FRANCL /BIIANIO PE 15-2338 SCALE: PAGE DESCRIPTION: g 13 •1.••• ••••• • • • •••••• • • • • ••••• • • • . •••••• • . ANCHOR SCHEDULE: CONCRETE (HOST I STRUCT. ANCHOR LOAD (Psi 2.5" MIN EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" Cl C2 CONN C3 TYPE C4 C5 C6 Cl C2 CONN C3 TYPE C4 C5 C6 Cl C2 CONN C3 TYPE C4 C5 C6 CONCRETE .TAPCON ORELCO ULTRACON WITH 1-3/4" \\ EMBED 3192 si MIN CONC) ( P ) 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" 6.5" 6.0" 9.5" 9.0" 62 16.0" 16.0" 12.5" 12.0" 16 . ' 14.5" 16.0" 16.0" 8.0" 7.0" 13" 10.0" 11.0" 10.0" 5.0" 4.0" 6.0" 7.0" i6 r4,5" 9.0" 7.5" 8.0" 4.0" 5.0" 6.0" � 110 4.5" 4.5" 6.0"' 5.5') 4.0'"' / 7.5" 6.0" /r A/ �P8.5' A 9.0'"' 7.5" A / / 5.0" 7.5" 6.0" ///// // 5.0, 1/4° MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275ps1 MIN CONCRETE) 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 10.5" 16.0" 14.0" 14.5" 14.5" 6.5" 6.0" 9.0" 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" 5.0" 4.0" 5.5" 7.5" 72 16.0" 16.0" 10.5" 9.5" 16.0" 13.5" 14.5" 14.5" 6.5" - 1 9.0" 9.5" 8.5" 7.0" Wi 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" /Arj , %//A 5.5" 200 6.5" 5.5" 'r 7 Ir A 5.5" 6.5" 5.5" r , AK A 5.5" 6.5" 5.5" V A" A,,, A 5.5" 1/4" ELCO CRETEFLEX SS4 W/ 2" EMBED (3350ps1 MIN CONC) 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.0" 8.5" 12.5" 14.0" 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.0" 10.5" 16.0" 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" 8.5" 12.5" 14.0" 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" 10.0" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 200 10.0" 8.0" 5.0" 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" 1TW TAPCON OR ELCO ULTRACON WITH 1-3/4" EMBED (3192ps1 MIN CONC) BED (3192psi MIN CONC) 1" MIN EDGE DISTANCE Cl C2 C3 C4 CS C6 Cl 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" A 4 9.5" A 62 16.0" 16.0" 5.5" 16.0" 6.0" 16.0" 16.0" ���AV �A 12.5" 4.0" 10.5" 9.5" ���A �A 6.0" ����/ 72 16.0" 16.0" 5.0 V r 9.0" 7.5" Ve j� A 110 14.0' 14.0'8.5" Am %/��7%///. 7..5" 4.5" %////'/// 200 7.0" 6.0" V V r 7.0" 6.0" V r V V 7.0" 6.0" % r • V 1/4" MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275ps1 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" 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" 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"AA / 4 ��cuu_wwu4wo- 5.5" 4.5" % ' ' % 5.5" 4.5" V V % r 5.5" 4.5" 1/4" ALL -POINTS SCUD -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) inC3 1-1/4" MIN EDGE DISTANCE Cl C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 16.0" 16.0" 9.5" 9.5" 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" 16.0" 16.0" 7.0" 6.5" 16.0" 8.0" 13.5" 14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0" A /, 4.0" 3.5" 16.0" 16.0" 5.5" 5.5" 16.0" 7.0" 10.5" 11.0" 3.5" 3.5" 6.5" 4.5" 6.0" 5.5" r Ar A 3.0" 3.0" 110 10.0" 10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" v , V A 3.0" 5.0" 4.0" v A 7 AV AV 200 5.0" 4.0" V 4 r AV i ' A 5.0" 4.0" v ,V T%' A' 5.0" 4.0" ' Jr ,, v A���� 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW (3000psi MIN CONC) *top ■ 48 3" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 C1 C2 C3 C4 C5 C6 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" 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" 10.5" 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 C2 C3 C4 CS C6 C1 C2 C3 C4 C5 C6 C1 C2 C3 C4 C5 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" 8.5" 8.0" � 7.0" 72 16.0" 16.0" 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" pp�� • DO =11 110 11.0" 11.0" 5.5" 5.0" 6.5" 8.5" 7.0" 6.0" V AV ''' A 6.0" 5.5" V j/ A' Ay A 5.0" 200 5.5" % V " V 5.0" 5.5" % V/ % % 5.0" 5.5" V % V % 5.0" 1/4" POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psi MIN CONC) 3-1/2" MIN EDGE DISTANCE C1 C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 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" 8.0" 5.0" A 5.0" 7.5" 72 16.0" 16.0" 10.5" 9.5" 16.0" 13.5" 13.0" 13.0" 6.5" 5.5" 8.0" 9.5" 7.5" 6.5" ' Ar AV A 6.5" •� 110 12.0" 11.5" 6.0" 5.5" 7.0" 9.0" 7.5" 6.5" j j // j j 6.5" 6.0" 5.0" r / V / / 5.5" 200 6.0" 5.0" ,4 7 � /� % 5.5" 6.0" 5.0" 5.5" 6.0" 5.0" 5.5" #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ 2" EMBED (2000psi MIN CONC) 2" MIN EDGE DISTANCE Cl C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 Cl C2 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" 16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" 72 16.0" 16.0" 8.0" 7.5" 16.0" ' 14.5" 15.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" r , 4.5" 4.5' 110 13.5" 13.5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" , 4.5" 4.0" 7.0" 5.5" ' A' A 3.5" 3.5" 200 7.0" 5.5" % % 3.5" 3.5" 7.0" 5.5" % V 3.5" 3.5" 7.0" 5.5" % r 3.5" 3.5" #12 SMS W/ 2.75" EYEWALL ARMOR INSERT W/ 2.5" EMBED (2000p� C) 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" 16.0" 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" 16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" 110 16.0" 16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5" 4.5" 4.0" 5.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 200 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 2 x S @ OUTSIDE ANCHOR (SEE SPACING SECTION X) BOT. FLANGE 1 x S INSIDE V OR ANCHOR (SEE SPACING SECTION X) ‘`��� L. � .LICEry N _; * o PE0046549 --0 HEADER: 4 A . STATE OF SIDE CLOSEST TO OPENIN-.6. • s ':�RIDA .-' �^ ",' A'AL EN �s ZW NOTE. "S" INDICATES ANCHOR SCHEDULE SPACING. Il1/tlii%tl LI1r" SPACING DIAGRAM FOR Cl CONNECTION TYPE: ��LL - C1 CONNECTION TYPE USING PIECE © OR Q FRANK L. BENNARDot P.E, re PE0046549 COMBINATION COMBINATION COMBINATION NOTE "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE Q WITH OUTSIDE ANCHORS ONLY - C4 CONNECTION TYPE USING PIECE © 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 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN 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. tii i .r • • • • N •m - IJi •• . Oca il 02 ceg pP o: • .• . f • Q • ' g� d •' w • . - c C5• ••' . =• • 0 d E EtS4-1). ZX wW • • • • •• ••.• • •.•• • i•• •• 1•• •• • 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN2$3 LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT 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, 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 N W I• 101 w s COPYRNMER N(LB9IN1ifl0PE 15-2338 SCALE: 1 PAGE DESCRIPTION: •• • • • •••••• • . • • ••••• •••••• •• • . •.•••. • • ANCHOR SCHEDULE: CONCRETE (CONT.) 0 I S th ANCHOR LOAD (Pst) 2-3/16" MIN EDGE DISTANCE 3-1/8" MIN EDGE DISTANCE Spans Up To 6.-0" CONN TYPE Cl C2 C3 C4 C5 C6 Spans Up To 8'-8" CONN TYPE C1 C2 C3 C4 C5 C6 "AVIZ 5/16" ITW TAPCON XL WITH 1-3/4" EMBED (2899psi MIN CONC) tolowm*" 5/16" ELCO ULTRACON WITH 1-3/4" EMBED (3500psi MIN CONC) 1/4" POWERS TAPPER+ W/ 1-3/4" EMBED (3000psi MIN CONC) 48 16.0" 16.0" 16.0" 16.0" 16.0"16.0" 16.0"16.0" 15.0" 13.5' 62 72 110 200 48 62 72 110 200 48 62 72 110 200 16.0" 16.0" 16.0" 9.0" 16.0" 16.0" 16.0" 16.0" 9.5" C1 16.0" 16.0" 16.0" 10.0" 5.0" 16.0" 16.0" 16.0" 7.5" 16.0" 16.0" 16.0" 16.0" 8.0" C2 16.0" 16.0" 16.0" 10.0" 4.0" 16.0" 14.0" 8.5" 4.5" 16.0" 16.0" 16.0" 9.5" 5.0" C3 10.0" 7.0" 6.0" 16.0" 13.0" 7.5" 4.0" 16.0" 16.0" 15.0" 8.0" C4 10.0" 7.0" 5.5" 16.0' 16.0" 10.5" 4.5" 16.0" 16.0" 16.0" 11.0" 5.0" C5 16.0" 16.0" 16.0" 6.0" /X% 16.0" 16.0" 12.0" 7.0" 16.0" 16.0" 16.0" 14.0" 16.0" 16.0" 10.5" 9.0" 16.0" 16.0" 9.0" 7.5" 16.0"16.0" 16.0" 16.0" 16.0" 16.0" 11.5" 10.0" 10.5" 9.0" 5.5" 4.5" 16.0" 12.0" 10.0" 6.0" 9.5" 8.0" 4.5" 4.0" 15.5" 11.0" 9.0" 5.0" 16.0" 15.5" 11.5" 5.5" 4.5" 16.0" 16.0" 12.0" 6.0" 16.0" 14.5" 12.5" 8.5" 7.0" 16.0" 16.0" 15.0" 10.0" C1 16.0" 13.0" 11.0" 9.0" Spans Up To 15-0" CONN TYPE C2 C3 C4 C5 C6 16.0" 12.0" 9.0" 16.0" 14.0' 11.5" 9.5" 9.5" 7.5" 7.5" 16.0" 13.0" 10.0" 8.0" 9.0" 6.5" 5.5" 4.5" 4.5" 10.0" 7.5" 6.5" 5.0" 8.0" 5.5" 4.5" 4.0" 4.0" 9.0" 6.5" 5.5" 11.5" 7.5" 5.5" 4.5" 4.5" 12.0" 8.0" 6.0" 5.0" 12.5" 10.0" 8.5" 7.0" 7.0" 15.0" 11.5" 10.0" 8.5" 8.5" C6 10.5" 8.0" 7.0" 4.5" 9.5" 8.0" 5.0" 5.0" 8.5" 1-1/2" MIN EDGE DISTANCE Cl C2 16.0" 16.0" 13.5" 14.5" 11.0"t11.0" 6.0" 5.5" 5.0" 4.0" C3 6.0" 4.5" C4 6.0" 4.0" C5 16.0" 9.0" 6.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK b Wc 0 •LLOW CONCRETE BLeCJ ANCHOR _ 1/ , /TW TAPCON WITH -1/4" EMBED 1/4" LCO ULTRA ON WITH 1-1/4" EMBED 1/4" MILLENIUM MILLFAST ANCHOR W/ 1-1/4" EMBED 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW 5/16" ITW TAPCON XL WITH 1-3/4" EMBED 010=111> LOAD (Psi) Spans Up To 6'-0" CONN TYPE Cl C2 C3 C4 C5 48 7.5" 6 6.0" L.72- 5.0" 0 i7 200 48 11.5" 62 9.0" 72 7.5" 110 4.0" 200 % 48 14.0" 62 10.5" 72 9.0" 110 5.0" 200 -% 5/16" ELCO ULTRACON WITH 1-1/4" EMBED A A AV AY AV ' 9 Ar 7 V /17 Ar AV A A A, A A A A44.4A AA / / 3.5" 11.5" 6.5" 6.5" 11.5" 8.0" 8.0" df .42131101311131311 4 Al 11.5" 9.0" 4.5" 4.0" 9.0" 5.5" 6.0" 'V /I V tir V- ,V V- 1,- 9.0" 7.5" 7* V 6.5" 4.5" 4.5" 7.5" r 14.0" 6.0" 6.0" 14.0" 9.5" 9.5" / / A Wr .4 10.5" 4.0" 4.0" 4.0" 10.5" 6.5" 7.5" 7 e „ 8.0" 5.5" 5.5" er fd, 4 ,, 4/ // 7/ %Jr 9.0" 5.0" 1-1/4" MIN EDGE DISTANCE Cl C2 C3 C4 I C5 48 13.5" 13.5" 5.5" 5.5" 13.5" 9.5" 9.5" 62 10.5" 10.5" 4.0" 4.0" 10.5" 6.5" 7.0" r 72 9.0" 9.0" 3.0" 3.0" 8.0" 5.5" 5.5" 200 V / 110 5.0" 5.0" C 1 C2 C3 C4 C5 5.5" Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 4.5" 3.5' 9.0" 5.5" 3.5" 3.0" 3" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C1 C2 C3 3.0" 16.0" 16.0" 15.5" 8.5" 4.5" ,AW/A 72 48 / /, //, • , / 110 ,V AY /. A Av A.' 47 Z A7 6.0" 6.0" 200 V/ /V / ri A' AV ./7 V 9 A. 11.5' 9.0" 7.5" 4.0" 15.0" 11.5" 10.0" 5.5" C2 16.0" 16.0" 15.5' 8.5" 3.5" 6,0" 6.0" 11.5" 8.0" 8.0" 4.0" 4.0" 9.0" 5.5" 6.0" 4rifi 6.5" 4.5" 4.5" 7.5" 9.0" 9.0" 15.0" 10.5" 10.5" 5.0" 10.0" 6.0" 5.5" 11.5' 7.5" 8.0" 1 5.0" 5.0" 4.5" 9.0" 6.0" 6.0" r// /, XA C3 9.5" 7.0" 5.5" 3.5" V / C3 C4 9.5" 6.5" 5.0" 3.0" C4 1-9/16" MIN EDGE DISTANCE C4 C5 C1 I C2 16.0" 16.0" 13.0" 13.0" 11.5" 8.0" 11.5" 7.5" C5 16.0" 16.0" 14.0" 5.0" C5 16.0" 13.0" 2" MIN EDGE DISTANCE C1 16.0" 11.5" 9.5" 5.5" 4.5" 4" C1 12.0" 8.5", C2 C3 C4 16.0" 12.5' 9.5" 6.0" 4.0" 3.5" 5.5" 4.0" 3.0" C5 16.0" 8.0" //. MIN EDGE DISTANCE C2 C3 I C4 12.0" 6.5" 6.0" 9.0" 4.5" 4.0" 11.5" 11.5" 6.5" 5.5" 10.0" 6.5" 7.0" 4.0" 4.0" C5 11.5" 4.5" ff P 6.0" 4.0" C1 C2 C3 C4 CS 9.5" 6.5" 5.5" 4.5" 4.5" 9.5" 6.0" 4.5" 3.5" 3.5" 3.5" 3.0" 5.5" 3.5" 3.0" C1 C2 C3 C4 C5 6.5" 7.0" 4.0" 4.0" 5.5", % 4.0" 4.0" 3-1/8" MIN EDGE DISTANCE C1 48 10.5" 62 EY' 72 7.0 7.0" 110 200 C2 I C3 C4 10.5" 5.5" 8.0" 1" MIN EDGE DISTANCE C6 7.0" 5.5" 5.0" 9.5" C1 8.0" C2 11.0" 7.0" 5.5" 4.0" 4.0" 5.0" C3 C4 Spans Up To 8.-8" Spans Up To 13'-0" CONN TYPE CONN TYPE Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 7.5" 3.0" 3.0" 7.5" 5.0" 5.0" 5.0" 3.0" 3.0" C5 5.0" CS 6.5" 8.5" C6 5.0" Spans Up To 6.-0" CONN TYPE Cl C2 C3 C4 C5 C6 16.0" 16.0" 16.0" 16.0" 9.0" 16.0" 16.0" 16.0" 16.0" 10.5" C1 16.0" 16.0" 16.0" 15.0" 7.5" 16.0" 16.0" 16.0" 16.0" 7.5" 16.0" 16.0" 16.0" 16.0" 8.5" C2 16.0" 16.0" 16.0" 15.0" 6.5" 16.0" 16.0" 14.5" 8.5" 4.5" 16.0" 16.0" 16.0" 10.5" 5.5" C3 16.0" 12.5", 10.5" 6.0" 16.0" 16.0" 13.0" 7.5" 4.0" 16.0" 16.0" 16.0" 9.0" vA C4 16.0" 12.0" 9.5" 5.5" 16.0" 16.0" 16.0" 10.5" 4.5" 16.0" 16.0" 16.0" 12.0" 5.0" CS 16.0" 16.0" 16.0" 9.0" 4.0" 16.0" 16.0" 16.0" 12.0" 7.5" 16.0" 16.0" 16.0" 15.5" 9.0" C6 16.0" 14.5" 12.5" 8.5" 5.0" Spans Up To 8'-8" CONN TYPE Cl C2 C3 C4 C5 C6 16.0" 16.0" 16.0" 11.0" 9.0" 16.0" 16.0" 16.0" 12.5" 10.5" C1 16.0" 16.0" 16.0" 9.5" 7.5" 2-1/2" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE C2 C3 C4 I C5 6.5" 6.5" 10.5" 7.0" 7.0" 3.5" 3.5" 7.0" Spans Up To 8'-8" CONN TYPE Cl C2 C3 C4 C5 16.0" 16.0" 16.0" 9.5" 7.5" 16.0" 16.0" 16.0" 11.0" 8.5" 15.0" 14.0" 11.0" 9.5" 9.0" 5.5" 4.5" 16.0" 16.0" 16.0" 16.0" 15.0" 16.0" 13.5" Spans Up To 13.-0" CONN TYPE Cl C2 C3 C4 C5 4.6 • 8.0" 12.0T- 13.0' 6.0" 7.51i,s 16.0. 16.0" 12.5" 9.0" 6.5" 8.0" 12.0" 13.0" 11.5" 10.0" 5.5" 5.0" 4.5" , 6.0" 8.5" 9.0" 7.5" 4.5" 4.0" 4.0" 4.5" 7.5" 9.0" 7.5" 4.5" 4.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 9.5" 12.0" 16.0" 16.0" 15.5" 14.0" 8.0" 7.0" 13.0" 11.0" 9.5" 6.5" 5.5" 5.5" 13.5" 66.5" .5" 5.0" 3" MIN EDGE DISTANCE C2 16.0" 16.0" 16.0" 8.0" 6.5" C3 C4 11.0" 10.0" 8.0" 7.0" 6.5" 6.0" 4.0" C5 16.0" 13.5" 10.0" 5.0" 4.0" 16.0" 10.5" 9.0"- C6 13.0" 10.0" 9.0" 6.0" 5.0" Spans Up To 15-0" CONN TYPE C1 C2 C3 C4 C5 4.0" 4.0" / 10.5" 10.5" r,vvirrvr 8.0" 8.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.0' ,60", CI C2 C3 ' C4 C5 Cl C2 C3 C4 C5 Cl 3.5" C2 C3 5.5" 10.5" 7.5" 7.5" A A 7.0" A A A A 1 8.0" 5.0" 6.0" 'y WAW.V 4 /, 4r IV A # A / / A~ . AWAW Ae A/AWAV/ / /Jr f C4 C5 2 C3 C4 16.0" 16.0" 10.5' 10.5" 16.0" 12.5' 12.5" 6.0" 14.5" 14.5" 7.0" 6.5" 14.5" 9.0" 10.0" 12.5" 12.5" 6.0" 5.5" 11.0" 7.5" 7.5" y 6.5" 6.5" % C5 C1 C2 C.3 C4 CS 13.0" 10.5" 10.5" C1 16.0" 11.5" 9.5" 7.5" 7.5" 11.0" 8.5" 8.5" C2 16.0" 10.5" 8.5" 6.5" 6.5" 7.0" -5.5.' 5.5" C3 6.5" 5.0" 4.0'. 4.5" 4.5" 13.5" 8.5" 12.5" 6.0" 7.0" 11.0" Egg 5.0" 9.0" .jA• 5.0" 9.0" C4 C5 6.0" 4.5" A 10.0" 6.5" 5.0" 4.0" 4.0" C6 9.0" 7.0" 6.0" 5.0" 5.0" ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. • • • • • • •• • • • • • r. 410 411..1 4.4.4 FRANK L BENNARDO P.E. 111110):1Pfl419/, PEON C9* MON: ra • • • 41 . 2' eg 12 2 g di COPYEDIT FRNA BENPURDO PE 15-2338 SCALE: - PAGE DESCREPTION: ,,,,,, • • • ,,,,, • • 000000 • • 000000 • • 4.5" 4.5" J•11111W7 1 -J u. ca ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) 6 ? _ ANCHOR LOAD 2" MIN EDGE DISTANCE C1 Spans Up To 6'-0" C5 Cl Spans Up To 8'-8" C5 Cl Spans Up To 13'-0" C5 CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 HOLLOW CONCRETE BLOCK 1/4" POWERS TAPPER+ W/ 1-1/4" EMBED 48 15.5" 15.5" 6.5" 6.5" 15.5' 10.5" 10.5" 4.0" 4.0" 10.5" 6.0" 6.0" / 62 12.5" 10.5" 4.5" 4.5" 12.0" %%� /��� 5.0" 5" 4.0" 72 10.5" 10.5' j ��0" 6.0" 6.0" 6.0" 6.0"/ 5.5" 5.5" 70" /7 # i110 #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ 1-1/4" EMBED 48 16.0" 16.0" 8.5" 8.5" 16.0" 13.0" 13.0" 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" • 4.5" 62 14.5" 14.5" 6.0" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" A 3.0" 72 12.5" 12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" / j / j 200 3.5" 3.0" / 3.5" 3.0" / // 3.5" 3.0" ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK HOST STRUCT. ANCHOR LOAD (ps0 4" MIN EDGE DISTANCE C1 Spans Up To 6'-0" C5 Cl Spans Up To 8'-8" CS Cl Spans Up To 13'-0" C5 CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 GROUT -FILLED CONRETE BLOCK 5/16" ITW TAPCON XL W/ 2-1/4" MIN. EMBED 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 9.5" 15.5" 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.5" 11.5" 16.0" 16.0" 16.0" 8.0" 7.0" 10.0" 72 16.0" 16.0" 16.0" 15.5" 16.0" 16.0" 16.0" 10.5" 9.5" 15.5" 14.5" 12.5" 6.5" 5.5" 8.0" 110 16.0" 16.0" 10.0" 9.0" 14.0" 14.5" 12.5" 6.5" 5.5" 7.5" 12.0" 10.0" 5.5" 4.5" 6.0" 200 12.0" 10.0" 5.5" 4.5" 6.0" 12.0" 10.0" 5.5" 4.5" 6.0" 12.0" 10.0" 5.:`i" 4.5" 6.0" 5/16" ELCO ULTRACON W/ 2-1/4" MIN. EMBED 48 16.0" 16.0" 13.5" 13.5" 16.0" 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 9.5" V / 6.0" 62 16.0" 16.0" 9.5" 8.5" 16.0" 12.0" 12.5" 5.5" 5.0" 8.0" 6.5" 6.0" , , r 72 16.0" 16.0" 7.5" 7.0" 14.0" 9.5" 9.5" %��/�1 6.0" 5.5" 7 110 8.5" „ �85j�j/�j��������,.���� /j�/G//l if./7 / #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ 2" EMBED 2" MIN EDGE DISTANCE C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 48 16.0" 16.0" 10.5" 10.5" 16.0" 16.0" 16.0" 6.5" 6.5" 16.0" 12.5" 12.5" 4.0" 3.5" 7.5" 62 16.0" 16.0" 7.5" 7.5" 16.0" 5.0" 10.5" 9.0" 8.0" 3.0" 5.0" 72 16.0" 16.0" 6.5" 6.0" 16.0" ®� 4.0" 7.5" 7.0" 6.5" /• / 4 4.0" 3.0" 110 11.5" 11.5" 4.0" 3.5" 7.0" 7.0" 6.0" % j�//� 3.5" 6.0" 5.0" 200 6.0" 5.0"/� 3.0" 6.0" 50" �j j//� 3.0" 6.0" 5.0" / 3.0" ANCHOR SCHEDULE: WOOD (G=0.55) . . . .:. -.'.14.4.41S; . . ..N. • \* :: : No jCE PF0046$49 * �,� '•, STATE OF 't '(.: °RIDA , HOST STRUCT. ANCHOR LOAD (Psfl 3/4" MIN EDGE DISTANCE '// +3/0 0 Cl Spans Up To 6'-0" C5 C1 Spans Up To 8'-8" C5 Cl S ns ``IN. C5 CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 CONN C2 TY C3 C4 .. is, i a 0 p 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" 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" 7/16" WOOD BUSHING WITH 1.13" MIN EMBED & 1/4-20 SS MACHINE SCREW • , _,111"� 48 16.0" 16.0" 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" 14.5" 6.5" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 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" �i//l/j�j 5.0" ' 5.0" 2.0" 12.0" 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" ����������/i��/�A 3.5" 3.0" 7����j//��fA 3.5" 3.0" #14 SMS #14 WOOD SCREW OR 1/4" POWERS 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" 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" 6.0" 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" 2.5" 2.5" 4.5" 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" ANCHOR SCHEDULE: WOOD (G=0.42) HOST STRUCT. ANCHOR LOAD (Pe) 3/4" MIN EDGE DISTANCE • Cl Spans Up To 6'-0" C5 C1 Spans Up To 8'-8" C5 C1 Spans Up To 13'-0" • • C5" CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 WOOD (G=0.42) 1/4" LAG SCREW WITH 1-3/4" MIN THREAD PENETRATION 48 16.0" 16.0" 9.0" 9.0" 16.0" 16.0" 16.0" 6.0" 5.5" 16.0" 16.0" 16.0" 3.5" 3.5" 10.0" 62 16.0" 16.0" 6.5" 6.5" 16.0" 16.0" 16.0" 4.5" 4.0" 13.5" 11.5" 10.5" 2.5" 2.5" 6.0" 72 16.0" 16.0" 5.5" 5.5" 16.0" 16.0" 16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" 110 15.0" 14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" %' 4.0" .___,==.-'i 200 7.5" 6.0" 2.0" //�j 4.0" 7.5" 6.0" 2.0"///� 4.0" 7.5" 6.0" 2.0" j 4.0" #14 SMS, #14 WOOD SCREW OR 1/4" POWERS TAPPER+ WITH 1-3/4" MIN THREAD PENETRATION 48 16.0" 16.0" 9.5" 9.5" 16.0" 16.0" 16.0" 6.0" 5.5" 16.0" 11.0" 11.5" 3.5" 3.5" 7.0" 62 16.0" 16.0" 7.0" 6.5" 16.0" 14.0" 15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" 2.5" 4.5" 72 16.0" 16.0" 5.5" 5.5" 16.0" 11.0" 11.5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.0" 2.0" 3.5" 110. 10.5" 10.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" % 2.5" 200 5.0" 4.5" 2.0" /�, 2.5" _ 5.0" 4.5" 2.0" ///, 2.5" 5.0" 4.5" 2.0" 2.5" ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. FRANK L. BENNARDO, P.E. 1 PE0046549 •• • • • ..... • • 00000 •••.•• • •• • • • g. 0.125" -st- 0.032" -1- 0.196"7 . 45°_ 0.032" 0.125" 02.875" r 0.188" 03.250" LIGHT-N-VIEW WINDOW N.T.S. SABIC PLASTICS SLX1431T-UL-94HB RECTANGULAR WINDOW ASSEMBLY EDGE OF ACCORDION 1 SHUTTER BLADES 3.5" MIN., TYPICAL 1-1.5" L 1.500" x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW ASSEMBLY BLADE W/ RECT. WINDOW N.T.S. EXTERIOR ELEV i .ROUND WINDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES 2.875"0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY ROUND WINDOW ASSEMBLY BLADE W/ ROUND WINDOW N.T.S. EXTERIOR ELEV f----2.210" 0.145" # 1.210"1 0 0 0 0 0.500" O A 0145"1 A f 1.856" 0.177" 1 0.355" O N 0.500" 0 N CD- .-+ 0 0 .161" --• .093" na (EXT.) 1- 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 12" MIN FROM EDGE OF SHUTTER, TOP OR BOTTOM .020" .118" .355" SECTION A -A RECTANGULAR WINDOW DIA. (INT.) EDGE OF ACCORDION _ SHUTTER BLADES * : * \N- BEi�/fi/FRANK NaKo /� 0046549 = tl : No PE004654 O •. STATE OF 0 S/ONA�,�� ZLU� rrrri► W W c!a wW. LIGHT-N-VIEW WINDOW N.T.S. 1.500" x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE EXTERIOR ELEV EDGE OF ACCORDION SHUTTER BLADES RECTANGULAR WINDOW N.T.S. EXTERIOR ELEV RECTANGULAR WINDOW NOTES: 145" 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.T.S. EXTERIOR ELEV • • 1• •� •• •i • ••• • •• ••• • • • • • •••• • •••• M t •• rm<LL �• *• W W }`ZZ�UUQ c ItJ p 0 a 5 FRANKLOBIM MOPE. 15-2338 scALFJ - PAGE DESCRIPTION( 13 ••••.• k. • • • • • .•••.. • . • • ••••• • • • • •