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WS-18-1798
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permal it Permit NO. WS-7-18-1798 Permit Type: Windows/Shutters Work Classification: Shutters PermitStatus: APPROVED Issue: Date: 8/15/201 8 Expiration: 02/11/2019 Parcel Number Applicant 1300 NE 103 Street Miami Shores, FL 1132050300010 Block: Lot: JOHN & CONCHITA KING Owner Information Address Phone Cell JOHN & CONCHITA KING 1300 NE 103 Street MIAMI SHORES FL 33138-2624 1300 NE 103 Street MIAMI SHORES FL 33138-2624 Contractor(s) ATLANTIC SHUTTERS, INC Phone 305-945-7277 Cell Phone Valuation: Total Sq Feet: $ 12,720.00 586 Type of Work: INSTALL HURRICANE SHUTTERS 15 OPENI No of Openings: 15 Additional Info: INSTALL HURRICANE SHUTTERS 15 OPENI Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $3.75 $2.50 $2.60 $250.00 $9.00 $10.40 $286.05 Pay Date Pay Type Invoice # WS-7-18-68106 07/02/2018 Check #: 5956 $ 50.00 $ 236.05 08/15/2018 Check #: 6084 $ 236.05 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: 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. Futhermore, I authorize the above -named contractor to do the work stated. /ry August 15, 2018 Authorized Signature: Owner / Applicant / Contractor Building Department Copy / Agent Date August 15, 2018 1 (oVg Miami Shores Village Building Department BUILDING PERMIT APPLICATION 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JUL 0 2 1018 lotf (Li FBC 20 l� Master Permit No. Uv S 18 — l Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS D CHANGE OF CONTRACTOR JOB ADDRESS: C 3 O O NEJ 03 5 I City: Miami Shores County: Miami Dade Folio/Parcel#: i 1 32DS 030 ex) to Occupancy Type: Load: Construction Type: Flood Zone: ❑ EXTENSION ❑RENEWAL CANCELLATION ❑. SHOP DRAWINGS Zip: 33 1 3 Is the Building Historically Designated: Yes NO BFE: FFE: OWNER: Name (Fee Simple Titleholder):T0' n Kt Y3 Phone#:30.f Q7.(,. Address: Boo City: c`'k otv i SwOv .S State: Fair t Zip:. 1 3 .V Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: -f'C-rLLkv, tic. ku 2 rS Address: i Ct4 O 1t E 153 cJ* y= City: NbY - . I✓� Luw� l o• c State: ELOr t dog Qualifier Name: KO let V1 k<P,y,r,•2.d1 State Certification or Registration #: C' C 12 SS 1 \ 0 2, Certificate of Competency #: Phone#:305 q<-/s 72 7.7- Zi p: 33 1(o D- Phone#:3Os' 9L1 7Z%7 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: oG Value of Work for this Permit: $ ( 2 i 12O Type of Work: //Linear Footage of Work: S8 G ❑ Addition Ise Alteration ❑ New ❑ Repair/Replace Description of Work: Zvi -k Ck,l L. -40 int i C..DL►k-D _ SlA,J-TC�.Y S lS opQn.i,,s � An S` k 4: s ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ p��-�SC) • CCF $ Scanning Fee $ Radon Fee $9 SDBPR $ 3• " [ -S Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 0,3 G • aB CO/CC $ Notary $ (Revised02/24/2014) t 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 constructionand 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 appro and a reinspection fee will be charged. Signature The foreg OWNER or AGENT nstrument was acknowledged before me this day of ��A.^-'`- , 20 �o l ` \ nG , who is personally known to me or who has produced F b identification and who did take an oath. NOTARY PUBLIC: Sign: W ee- ?g's Print: ()l.1\ t,1 ;A.m. r De, I Id.; S Seal: **************** APPROVED BY \e) ,by Signature CONTRACTOR The foregoing instrument was acknowledged before me this �/2 day of �1Ai , 20 \ , by 1heAA" Yes / Q.CLy , who is personally knowy to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: WILLIAM A. BELSKIS MY COMMISSION # GG 031359 K EXPIRES: October 29, 2020 '; iFOF Bonded Thru Notary Public Underwriters 7/'/' Sign: v a if. Print: Seal: ************ rr°,'r "; ,,, WILLIAM A. BELSKIS . MY COMMISSION # GG 031359 b G�? EXPIRES: October 29, 2020 %fp t,' Bonded Tttru Notary Public Underwriters Plans Examiner 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: 11-3205-030-0010 Property Address: 1300 NE 103 ST Miami Shores, FL 33138-2624 Owner JOHN KING &W CONCHITA Mailing Address 1300 NE 103 ST MIAMI SHORES, FL 33138-2624 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 5,052 Sq.Ft Living Area 3,426 Sq.Ft Adjusted Area 4,350 Sq.Ft Lot Size 22,236 Sq.Ft Year Built 1956 Assessment Information Year 2017 2016 2015 Land Value $1,222,980 $1,222,980 $1,033,974 Building Value $479,587 $483,394 $487,200 XF Value $39,310 $39,700 $30,647 Market Value $1,741,877 $1,746,074 $1,551,821 Assessed Value $613,909 $601,283 $597,104 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $1,127,968 $1,144,791 $954,717 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description REPLAT OF TR B MIAMI SHORES BAY PARK ESTS PB 63-17 LOTS 1 & 2 BLK 5 LOT SIZE IRREGULAR OR 11942-0969 0983 1 Generated On : 5/16/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,909 $551,283 $547,104 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $588,909 $576,283 $572,104 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,909 $551,283 $547,104 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $563,909 $551,283 $547,104 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/01/1983 $309,000 11942-0969 Sales which are qualified 11/01/1975 $209,500 00000-00000 Sales which are qualified 02/01/1972 $100,000 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/ 5/16/2018 ATLANTBC SHUTTER% ONCD ' }TL LL 1970 N.E. 153rd Street - Suite 7 - North Miami Beach, FL 33162 Tel: (305) 945-7277 - Fax: (305) 945-1131 CBC1251102 NAME *O \ 3(`- DATE I:- 13 ADDRESS 1300 Are ItPm SST PH: HM (305.) TZ6 2I CITY irn1 k 1- 1 STATE ZIP 3138 PH: WK ( ) OPENING # PRODUCT OPENING SIZE REMOVE TRACK LOCK I/O DETAIL SPECIFIC UNUSUAL OPENINGS WIDTH HEIGHT 1 6,b fak10100 Sfkiit-P. 5Z- z 1 yo 3 52- LI v uo LEI SZ- 2-5" _., __Cc__ _ i 1 .bs ,.S i I? 2 I 2-`,5 UO A% \ i3 1 I Brij 3� 7 �rlopr ODpi,1I- I S 1 S` ___ - ; hose \ i'.5 �-- (f R Aim 1� l -Ian t,US (Ut *Cili4/6fitlaiIfES°Ran) ' id „i 1 , DWd 6 Stj.ty„, SNv(tei '" MN r P, at+ - n : 1 _ ii-1,-/ VI • hi ► INSTALL: YES JNO ❑ FLOOR: _ i .,QLOR: D H.O.A.: YES ❑ NO/I ),r ;;9y:,.',' �i PRICE/ 9' •-, r'::.'�4 ) ...lit 411 r'�. �p % DIAGRAM OF PROPERTY 0Pna.til ,i . Deb SALES TAX--l/ $ �� Deb �( b n �iii l , , (J ` I1 ' ` $ Cftpe 1PERMITS TOTAL ON' RAC t X —,/� A « DEPOSIT ( 0%) $ U U DY•QNtir NI TT)Si Ai . d N t`C I be isi uyINA 0M ) Z BALANCE $ (DUE UPON INSTALLATION) 'ESTIMATED DELIVERY ) l/10 D tIC _J.A/frl?"A 'Estimated delivery time starts upon receipt of all completed forms required for installation; i.e.: permit applications and Homeowner's Association Approvals -1131 739133B= i.217Z0 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 SELLERS DULY AUTHORIZED REPRESENTATIVE. THIS CONTRACT NOT VALID UNTIL AGREED TO AND ACCEPTED BY COMPANY. Purchaser certifies and acknowledges by his signature below that he has read, fully understands and accepts all of the terms and conditions of this Agreement including those on the reverse side of this Agreement and that the terms herein contained are the entire Agreement between the parties and that 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_(4D,ACCEPTED BY PURCi-(ASER:) ��/ D7�ED: ER'S) AGREED AND ACCEPTED BY S SIT TIVE:I COMPANY: t �j -` Do,,notalter.this,doCUment in any form. . ., This is your licerise. It is, unlawful for anyone other than the licensee to use this dbcument. . , ALPHA440307 ® A O 11_.(�J,R CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 8/2/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Commercial Lines - (813) 639-3000 USI Insurance Services National, Inc. 2502 N. Rocky Point Drive, Suite 400 Tampa, FL 33607 NAME: Certificate Request PHONE 813-639-3000 FAX (A/C. No. Ext): (A/C, No): E-MAIL Certificaere uest a ADDRESS: tlhastaff.comq G P INSURER(S)AFFORDINGCOVERAGE NAIC# INSURERA: Wesco Insurance Company 25011 INSURED Atlantic Shutters, Inc. 1970 NE 153rd St, Bay 6 North Miami, FL 33062 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : RAGE CERTIFICATE NUMBER: 13334517 REVISION NUMBER: See below THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MMIDD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S DAMAGE TO PREMISES (Ea occurrence) $ CLAIMS-MADE OCCUR MED EXP (Any one person) S PERSONAL & ADV INJURY S GENERAL AGGREGATE $ GEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO JECT PER: LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE - LIABILITY ANY AUTO OWNED _ SCHEDULED AUTOS ' NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) s BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB O OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N NIA VWVC33610551,000,000 07/01/2018 07/Ol/2019 X STATUTE EPER R E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Contractors License CBC1251102 CANCELLATION Miami Shores Village Building & Zoning 10050 NE 2nd Avenue Miami Shores FL 33138 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 9( ,..__ The ACORD name and logo are registered marks of ACORD © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) (This certificate replaces ce 08cate# 13273843 Issued on 7/3/2018) King Residence 1300 NE 103 Street Miami Shores, FL. 33138 Mean Roof 12' Peak Roof 14' Pos 48.6 Neg -65.1 153"x25" 149" x 52" 12 27" x 39" 27" x 39" 11 1(7 13 80" x 40" 14 96" x 52" 15 C E 7 C 98" x 85" 98" x 85" 98" x 85" 98" x 85" VS‘ S i - PERMIT # Miami Shcres Village APPROVED BY DATE ZONING DEPT BLDG DEPT 2 9 / SUBJECT TO CCMPU/NCE VVIT i ALL FEDERAL STATE ANL) CCUt\frf RULES AND REGULATIONS • • .• • • • • .••• • . • x •• • FD I 1 98" x 52" x 2 98" x 40" RECEIVED JUL 02 2013 ciA4A • .••• • • • • • • • • •• •• • 3 •.• . • • • •• • .•.• ;'kl. xsW" •• • • • • • •• • • • • • • • • •• • • • •• • • • • • • •• • 47" x 36" 1111 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: King 3. Project Address: 1300 NE 103 Street Miami Shores Florida 33138 State ZIP City 4. Building Height: 12' (See Figure 1 above) For building equal or less than 40 feet high Mean roof height Maximum Design Load (PSF) EXT. (+) 1NT. (-) ® 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 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). (Residential Projects•bnT�• • • • • •• 041 • •••• •••• • • • • •••• •••• • • •• •• • • • • • • • • • • • 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T 305.264.8100 I F: 305.262.6978 I www.afceng.cont I alfarooq@afbeng.conl" • • • • • • • • • • • • .. • • • • .. • • • ••..•. • . • • ..4. • • .• • • '♦ '• • • • •- • • • • • ' •• •• •. • • •• •• • , • • • • • • • • • • • • • • • • • • • • • . • • • • • - • • • • • • • • • • • • • Miami .Shores Building Department _••• •:• • • , • • ;•;• Product Approval Schedule / Comparison -Chart Arl�ress: • • ••• ••. • . Product Acceptance Opening ID Description of Window or Door or Mullion CLm,t-� ski., liar 1 Number' L /S 51. 1. 10 1Z 14 7 • • Product Approval rcrilatt INO. Design • Opening Design Rough Opening. Shutter Required hiullion Required Impact Pressure (+) PSF(-) PSF Pressure Size • rt Yes / No 'Yes / No Yes / No (4y (- P PSF • (9F : g 1, •• • — • • . X•3e _ g8X0s 9Si(8s 7-?x39 1S3 x)-s / 9x,C'L lo.AS,Z e r. Tow INDUSTRIES Wholesale Aluminum and Building Products A Division of ABC Suppy Co., Inc. Product Approval Authorization Form k C 0 To whom it may concern: Town & Country Industries hereby authorizes A fIan,itc SttAfkt I Tn ... . . • .. . •••• • To use our Accordion Shutter Systems product appretnftl # FL13757 on the following jobsite • ... . • • • • •• • •••• •••• • • •••• •••• • • •• •• •• • • • • • •• • • • Address: ( L o 105 sf i A-rtZ � i�o/4u � �L r t�'E3 S . . �. .. ... 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. , ' c,31t T,6 c'h & Country authorized repres ve: • Flrida Building Code Online Page 1 of 2 BCIS Home Florida Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff. BCIS Site Map ` Units Search Product Approval Menu > Product or Application Search > Application List > Application Detail P « o y":. / FL # FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 o. a Cursed Florida Professional Engineer • •' • ' ' ' __ Evaluation Report - Hardcopy Receiv2E • • • • • • • • • •• • 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.pdf FL13757 R6 COI Indeo2.pdf FL13757 R6 COI Indep3.pdf Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2006 2005 2002 1994 1994 1994 lins://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 12/29/2017 Florida Building Code Onli.1,3 Page 2 of 2 { Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eauivl.pdf FL13757 R6 Equiv Eauiv2.pdf FL13757 R6 Equiv Eauiv3.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 FL # Model, Number or Name Description 1 .1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See installation drawings for allowable span/pressure combinations and additional limitations of se. 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 13757. 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Approved for use in HVHZ: Yes •••• Installation Instructions • • FL13757 R6 II Dwg2.pdf: . • • • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See installation drawings for allowable Verified By: Frank L. BennardepP.E..PE0046649. • Created by Independent ThjFci, earbr; Yes • • • Evaluation Reports • FL13757 R6 AE Eval2.pde • span/pressure combinations and additional limitations of use. Created by Independent Third) Partly: Yes • • • • • • • • •••• •••• 13757.3 E.A. Essential Facilities Accordion • el Aluminum accordion shut ar approved up to missile lerrel "E" • for use with essential faciliti25•and ikind zone•4 applications. • 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. Bennaldo PE-0046549 • • Created by Independent Thitci •attyy Yes • • • ; Evaluation Reports • • • FL13757 R6 AE Eval3.pdf • • • Created by Independent Third Party: Yes !Back] lNextl contact Us, :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EBO employer. Copyright 2007-2013 State of Florida :: privacy Statement :: Accessibility Statement :: Rgfund 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 dick here . Product Approval Accepts: ETW Credit Card Safe securi ty 'vi rixics. • •• • •••• • • •••• • •• • • 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 Engi�vpgg Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. ; P E.R.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 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 t ode • Re-evAeation• of this product shall be required following pertinent Florida Building Code modifications er revisions! • •• • • Substantiating Data: • PRODUCT EVALUATION DOCUMENTS • TEST REPORTS • 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 • • • • • •.• • •• •• •• Uniform static structural performance has been tested in accordance with ASTM E330-02 and TA9202 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 osiing►Cororation (CTC). riiirgUk :Pages 1 rank £.T rQfardp;' 06468 ?•. • •• 419885 Ate. 160 SW 12TH AVENUE SUITE 106, DEERFIELD B diiii 3442 PHONE: (954) 354-0660 - FAX: (954) 354 � 443���3 ENGINEERINGEXPRESS.COM EI Valid for tr. 2 • • • • • • • • •• • • • • Y.YMECiN1F433110,41A000OD10N 314Vi7FR-MA-UPDATE MINIM FOR 1014 FLORIDA•0O CWpiDEC1NPVROMC PIW7EV••••••••A 107$7.PDOL ENGINEERING EXPR Town & Country Industries — 6.8 Accordion Shutter August 4, 2017 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 Toads 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 (ice' • • • • engineering drawing). • •• • • • • • • .. Limitations & Conditions of Use: • • • • . • • • • Use of this product shall be in strict accordance with the Product Evaluation Documgrjtt(kgienginegnng • • drawing) as noted herein. . . : . . • All supporting host structures shall be designed to resist all superimposed loads anccsinIl l;e of a material • • listed in this product's respective anchor schedule. Host structure conditions which are not•accouz toj in this products respective anchor schedule shall be designed for on a site -specific Iasi§ 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 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM V.WNLCTIMS-2infa ACOOgpGN METIER. PoA.IiMTE FLq/13.1 FORM*, FIOP/A•OO ROECTI /VOIMClEpTfili23]YiVKAA7gI.IAOC ALLOWABLE TABLE 1 SPAN SCHEDULE FOR USE WITHIN THE HVHZ DESIGN WIND LOAD (PSF) HVHZ POSITIVE WIND LOAD WITH UNIMATE O . HVHZ POSITIVE WIND LOAD WITH CENTERMATE 2a OR 31 g 32 ORO & 3+ HVHZ NEGATIVE WIND LOAD ALL COND MOUNTING ING"" 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" �i50.0' - 137" 156" 55.0 E 134" 155" 60.0 124" 131" 148" 65.0 121" 129" 70.0 -. 119" 126" 137" , 7 . 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" 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 5 30' ABOVE GRADE (IN.) GLASS INSTALLATIONS > 30' ABOVE GRADE (IN.) 29.3 156" 5.7" 3.5" 30 60" 3.0" 1.1" 99" 3.0" 1.5" 120" 3.0" 1.9" 156" 5.7" 3.5" 60' 3.0" 1.1" 99" 3.0" 1.6" 108" 3.0" 1.8" 120" 3.0" 2.2" 132" 5.r 2.r 5" 3.5" " • - e -- - .3.0 -- 1.1" ' - 1.7" 3.0" - C---)5,� 2.0" 120" 3.0" 2.5" 137" 5.7" 3.5" 60 60" 3.0" 1.2" 99" 3.0" 1.9" 108" 3.0" 22" 131" 5.7" 3.5" 70 60" 3.0" 1.2" 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" 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 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 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. 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 LOAD LOAD NEGATIVE WIND LOAD ALL MOUNTING 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 = _ "U SPAN SCHEDULE ASTM`ESSENTIAL FACILITIES ONLY =��Q DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM INSTALLATIONS 530'ABOVE GRADE (IN.) GLASSPOSMVE �,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" 40 60" 3.1" 1.1" 99" 3.1" 1.5" 108" 3.1" 1.8" 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" -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" 110 60" 3.1" 12" 84" 3.1" 1.8" 99" 3.1" 2.5" 110" 3.3" 3.3" 60" 3.1" 12" 84" 3.1" 1.8" 120 99" 3.1" 2.6" 105" 3.1" 3.0" • 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 EEa • • • 1 • •• • • • • I • • •••1 •• • • • I • • ••i • • • • I •• • . • •• • • • • •• • • • ••• • • • • • • • • • • •• •• ti n M • •• • • • 032 aC J • Z S • co • • a7 f • • • t • • 2. al c E 3� og • PACE DESCRIPTION: • GENERAL NOTES : - 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITIONE ZONE, AND THE INTERNATIONAL BUILDING CODE FOR USE WITHIN N(BD � AND INTERNATIONAL RESIDENTIALUTSIDE THE HIGH 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 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 E188&, 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 3/1613 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 VARIES - NO LIMIT ► SECTI❑N 9 �UCEN• * . No PEO046�9 1---TOP TRACK LOCKING MECHANISM, SEE TYPICAL P ,• WS- TYPICAL ACCORDION NIJTTER ELEVATION N'T.S • PLAN VIEW ,-- BOTTOM TRACK 7 • • • 4 • •• • •.. .• .•. •• • • I • • • • • 4 • • • • 4 .• •• • .•.J • • 4 • • • • •• • • • • • • • • • • • 5 2 0 2 0 211 0 COPROONT FRANC L NNPWiDO PE 15-2338 PAGE DESCRIPTION: 13 • • ftft .297" 2.874" .100' 1.708" I 195" 588 600 2.655" .621' , ' 2.3:•.' I.1'250" 4.510" . } SILL SCALE: HALF.. 96" .200" 125" in PROJECTION VARIES 4.874' MAX. 100" 1 195" .062" r 1.825" 1.708" 5.745" MAX. OBUILD OUT. WALL SCALE: HALF SIZE in 462" 200" .� .971" 1.200" OHEAVY 2-LEG WALL SCALE: HALF SIZE 3.610' . • 1.907'. 1.706' 4. fU 'jiTr . .099" ♦ N co in co 2608'1630 4,1069' .030' 1.510' 4 O LITE 2-LEG WALL SCALE: HALF SIZE 143" 1.994" .997". 1 825" 14 3" .200' 062" 971" f, OHEAVY HEADER/SILL SCALE: HALF SIZE WHERE SHOWN SCREW BOSSES 8c FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 4.603" 4.140" .258'. 030R (.054" OTYP. 6.8 SLAT BLAII SCALE: HALF SIZE 4.510" 4.102" .227" (.054" .060 .105" TYP. 3.635" SILL ADAPTER 30.225. .043" 150 .314" 325" SCALE: HALF SIZE__ • 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF SIZE .310' 630' 2.655' 1.825' 621' .831'� 1.069' 1.985' 2.195' 0 in (U EXTENDED SILL SCALE: HALF SIZE 3.410' 133' .062' .14 3' .682' in 40 cu 14 CEILING HEADER/SILL SCALE: HALF SIZE .875' 2.195' 1.230' / .105' e TYP '^ en f to co (h ti 4.510' ♦ 0 EXTENDED SILL ADAPTOR SCALE: HALF SIZE 1.994" 143't,, 1.708' 1 630' 2.8222' Co r- (14 0 RADIUS CEILING HEADER/SILL SCALE: HALF SIZE • M r� to ♦ 2.655' .510' 621' .781' 2.195' ®MID SILL 0,080',q. v 0.115' 0.096' .180' 1 w ° �0046549 STATE [ 1.S>*d'1FJi LITE HEADER/SILL SCALE: HALF SIZE 2.365' 460' .895' -1060" . tn SCALE: HALF SIZE 0.080' ate? .o .420' 01 WALL SILL CLIP SCALE: HALF SIZE .341 i--4 in 0 4.510' @MID SILL ADAPTOR SCALE: HALF SIZE in co 1.570' 0,080' 080' 3.963' .510' .621' o N t s-0.117' N .060' • ••• 000 000 •• • •• ••• • •• • • • • • WALL SILL SCALE: HALF SIZE • • FRANK L BENNARDO P.E.\ EPE0046549 ••. • • • •• • • • • • ••• • • i • • • • • • Q.'• • F►i Or �_qpo i •• V tip eM+f •. ' � `;a• ZZZ J 6••V Q E *Fs' 0 •3 'gS m Iz 0 P • • i 2 COPYf IGHTFRN1(LIWi00PE 15-2338 scam PAGE DESCRIPTION: 93 • • • • • • • • • • • • • • • • .443' 1.08 =�t 1.068' /1' .125' 5' MAX. 0 ANGLE SCALE: HALF SIZE INSERTS INTO TRACK NYLON WASHER OR ALUMINUM (NYLON BUSHING OPTIONAL) 14 x 2-3/4" 410 HT S.S. SCREW W/ TC ULTRACOTE COATING (TYP TOP & BOTTOM) �G-W/-WASHER: -. ."� x 1/2".L7a INTERIOR JOINT.40� x 1" (nl INTERIOR JOINT BOTT EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL) SCALE: HALF SIZE. - 1.110' 3,443' .443 0 2003 6.8 CENTER SCALE: HALF SIZE 0 N .3% .090' .239..' 4% .496' .623' 1.758' • m J. 3.476' `J SCALE: HALF.SIZE "Thr-_ 5.500' x 13/16' WIDE A 4.500' DELTA MODEL 2022 INDUSTRIAL SYSTEMS BOX LOCK SCALE: HALF SIZE .188' TYP. N .400' .689" SECTION A .3750 #10-24 THUMB SCREW 'IIIMlllll �1► RECESS SILL SCALE: HALF SIZE .35 7' .276' VARIES_(8" MIN.) 050" STAINLESS STEEL ASSEMBLY 3200 HOLE NYLON WHEEL 240" TYP. AT EVERY OTHER FOR USE WITH f� r'IlV 1 '' TAT -TOP. ® AND ® ONLY' CsSLIDE ROD 22 ROLLER ASSEMBL SCALE: HALF SIZE SCALE: HALF SIZE. - - .r-' ,250' 26 BOX CENTER INSERT SCALE. HALF SIZE 1.978' .160' 062" 0 MALE BOX CENTER SCALE HALF SIZE 7/16"0 STAINLESS STEEL NUT 5/16"0 INTERNAL THREAD ER COATED, ZINC DIE-CAST T-LOCK ADAPTER (OPTIONAL) SCALE: HALF SIZE 2.750' 27 RAINGUARD SCALE: HALF SIZE 2.125' .222'4'-'' 1 .062' 32 FEMALE BOX CENTER SCALE: HALF SIZE est CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED NOTE: MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED BRASS PUSH LOCK SCALE: HALF SIZE .500' 2.000' M 0 .224' 28 DECORATIVE FLOOR TRACK SCALE: HALF SIZE 2.702" 2.465" 2.289" 0 0 0 N m rn 3 rn 0 1.200" / 1.100" / -190" -250" 125" -.125" in OUTSIDE CENTER MATE SCALE: HALF HEAD STYLE VARIES 38 THUMB SCREW SCALE: FULL SIZE 1/4-20x1 OR 5/16-18x1 MACHINE SCREW STAINLESS STEEL T-SCREW INSERT SCALE FULL SIZE 7.000' SIZE .250'. 39 2X7 ANGLE SCALE HALF SIZE 0 0 0 (U ```�1111111►YI,I 4 • No PE0046549 * * -a 1. FAQ STATE OF i)� ' .'c(OR10P`.•' ///'d TONAL E� 2.642" / 2.405" 2.216" 1.100" 250� -125' .190" m N N 125" 34 INSIDE CENTER MATE SCALE HALF SIZE -4.062' 4.779' (3' 40c 1 x (U m N ri 1- x W • (U 0a e+ 0' v co M FRANK L BENNARDO P.E. I P.E0046549 • • • • s •• • 000 • • ••• •• •• • • • .• • • • • •• • • • • NOTE ATTACHMENT SCREWS FOR END STRIPS SHALL BE #10 TORX OR PHILLIPS DRIVE SCREWS, HAND -TIGHTENED ONLY. 1.050'j, .254' ,,#' .125' - • •• END STRIP 1" 2" & 3" EXT SCALE: HALF SIZE •••• • • •••• ri M • 4 04 a 5 00PYRIGHT R INE L BENNARDO PE 15-2338 SCALE PAGE DESCRIPTION: 13 NYLO FASTENER na 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE) 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 6.80" (TYP.) 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 1/4-20x1 THUMBSCREW INTO THREADED HOLE. LOCATED (a 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S 8'-3". USE TWO THUMBSCREWS ON BLADES > 8'-3", ONE n 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK 23 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 o 0.062" THICK 6063-T6 UM. ANGLE 1" x 1" MIN. 0 2" x 5" MAX. (ANGLE LEG AY BE REVERSED) ASTENER [Th 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 (n 18" 0.C. EXISTING'GLASS' wALEM1111111111Eri -M=IMMFMIIIIISNIINIMMINNONIIINVAiwAismA=EP).-471M51)*4 TO- & ® BOTTOM LOCKING DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS END STRIP SCHEDULE PSF SPAN 1" B/O (2.7") 62 108" 72 100" ao 11112 80" 132 75" 2" B/OO((3.7") 62 95" 82 8 " 3" B/O (4.7") 62 86" ao 8822 79" 4" 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" ANGLE 57 123" 60 120" 64 116" 70 111" 73 109" 2"x4" 45 145" x0.125" 52 135" ANGLE 57 129" 60 125" 84 121" 70 116" 73 114" FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP SCHEDULE, END STRIPS REQUIRE A 1"X1".090" CLIP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & #14x3/4" IBC SCREW OR 1/4-20 BOLT TO END STRIP. 1/4-20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE 3" = 1-0" •t NN H< WJ WZ'�N Ov><w -w�WO W 1) N dSN ALTERNATE END STRIP DETAIL SCALE 3" = 1-0" EXISTING GLASS V X tC11411n1 Zu". E0046549 TATE OF FCORlOt.d ONAL 1!Iflt1 (EXTERIOR) RECEIVING HOLE SHALL BE 3/8" MAX WIDTH UP TO 1" HEIGHT. L-IC ZX WW • • • • • •• • • • • • • SEE END STRIP SCHEDUl6 FOR MAX. SPAN WHEY • USING 40a, 40b OR 40c • USE APPROPRIATE STARTER STRIP TO PROVIDE CLOSURE FOR • • • BUILDING CONDITIONS. • • • • • • • • • •••• • • •• •I FASTEN STARTER STRIP TO TRACK W/ 2/#10x1" SCREWS AT CORNER (HAND -TIGHTEN ONLY). ANY TRACK W/SCREW BOSSES. • • • • • •• • NJ of BRASS PUSH N— < �w N< W� o J=JZF m ace -0~� �w�w' cc)diN `" USE (1) LOCK (INSIDE) OR (1) 5/16-18 THUMB SCREW 100 THREADED INSERT 37 AT 1/3 SPAN SILL TO 2/3 AN FROM l/ BOTTOM OF SHUTTER _ 15 ®® (nI IT Ir \ USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1'-0" • • • • • • J5 • -31 3q< LL 0 o to e g COPYRIGHT FINE L 891IARD0 PE 15-2338 SCJLLEe PAGE DE*IPT1ON: 93 � • • • • • • • • • • • • • � • Ainemolow -art ,, —. • NOM 2 FASTENERS EACH ANGLE 1"x2"x1/8" OR2"x2"x1/8" ALUM. ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, IYP TABLE A (CC3) PRESSURE VS ALLOWABLE LENGTH PSF 2 No LL/B/0� 3No / B/08" 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 dal 18" 0.C. OR 1/4-20 NUT & BOLT ITYP.). ALUM. TUBE 6063-T6 ALLOY SEE TABLE B FOR SIZE. 1" x 2" x .093" 6063-T6 ALUM ANGLE. TYP USE MALE OR OCK-SLAT) ALUM. -TUBE 6063-T6 ALLOY SEE TABLE A FOR SIZE., 3/16"cb ALUM. POP RIVET OR #12 SMS @ 18" 0 C. (TYP.) MAY USE MALE OR FEMALE LOCK -SLAT) i: El I Mi iNMI IIIIMMMIMF TYPICAL CORNER CLOSURE DETAILS NTS TABLE B (CC4) PRESSURE VS ALLOWABLE LENGTH PSF /0 2WITL�HH B/ 8" WITH 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"O ALUM. POP RIVET OR 1412 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, TYP. 1"x2"x1/8" OR2"x2"x1/8" 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 @a 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 1 \ /2"x2"x .090" 6063-T6 ALUM. TUBE TYP. 2" x5"x1/8" 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. ri 1. J z ee LrJ W Q N N J z �o 00 INSIDE (OUTSIDE) SIDE CLOSURE OPTIONS SCALE: 3" = 1'-0" GLASS OR DOOR C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR' MAX. SPACING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ALTERNATE THRU BOLT C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX.• SPACING TABLE C: ALLOWABLE SPAN SCHEDULE FOR BUILDOUT MOUNT (DETAIL F) MAX SHUTTER SPAN MAX DESIGN PRESSURE 125 IN. +/-30.1 PSF 121 IN. +/-31.1 PSF 118 IN. +/-319 PSF 115 IN. +/-32.7 PSF 112 IN. +/-33.6 PSF 110IN. 107IN. +/-34.2 PSF +/-35.2 PSF 105 IN. +/35.9 PSF +/365 PSF 103 IN. 101 IN. 99IN. 95 IN. +/-39.6 PSF 921N. +/-40.9 PSF +/-37.3 PSF +/-38.0 PSF 89IN. +/-423 PSF 86IN. +/-43.8 PSF 831N. +/45.4 PSF 811N. +/-465 PSF +/-483 PSF +/-49.5 PSF +/-50.9 PSF +/-523 PSF 701N. +/-53.8 PSF 68IN. +/-55.4 PSF 66IN. +/-57.0 PSF I: LWUiT� SEE 4 & FOR HVH2 SEE TABLE 2 •ATION TO GLASS GEE DIST GLASS OR DOOR q4 TeR�q Te \ w l7 O w C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING CC I- H W rjm cc X co WO O 2 w Z CCZa Oal- u� C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING @INSIDE SILL MOUNT SECTION SCALE : 3"= 1'- 0" EXISTING STRUCTURE 7' MAX SLL MILL 2 FOR MIN. SEPARATION TO GLASS r- I I EMBED. 01111)111.0. 1/4-20 1,C4Q 1NEg0 I0046543 W/NUT l 2'; 0. �R #14 SMSgr6:' 0.C. (TYP. T W->� BOTTOM)* �•. • STATE OF �0 NAL.-'" O O /111111 w0 • uV1O Z� 2w4IA XN(1)m a=<za Z~ J �19 2 In • FRANK L BENNARDO �P.E.1 PE0046549 �A< 04. ZX W W • Z W� 0 IiiHJ Um 2DIwin u. our' et. ea ago Ems a▪ + VFW^ Ul 1111 OW ui • ► • 1/4" MAX. FROM PIN •• • GUIDE TO BUSHING ••• it•• WASHER (TYP.) 14x3/4" SMS (nh 9" 0.C. ANGLE TO TUBE CONNECTION 2"x2"x.125" 6063-T6 ALUM. TUBE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. . SPACING Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE : 3"= 1'- 0" ACCORDION SHUTTER PER PRODUCT APPROVAL APPLICABLE AT TOP AND/OR BOTTOM 1/2" 2"x3"xYe" x CONTINUOUS OR 2" x 2" x Ys" x CONTINUOUS 6061-T6 ALUMINUM ANGLE 2" ANGLE FASTENED TO EXISTING 3 KSI CONCRETE HOST STRUCTURE WITH 34"0 ELCO ULTRACONS AT 3" FROM ENDS AND 4" O.C. FOR BALANCE WITH 13'4" MIN EMBEDMENT AND 25i" MIN EDGE DISTANCE, STAGGERED WITH 3" MIN. SPACING, TYP.( I • • • I • • ••4••• • i • ••L•• • • �• • • • • • 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) ••1• ••.• • • •• 1• •••1 • • • • •• SEE TABLE C FOR MAX SPAN AND PRESSURES BUILDOUT MOUNT SCALE NTS • • • • 1.4 • ••n • • • • In ••• M • "•. y1 • l" rn 1 WSg Q lid 411,108 en •ERn 611 1 22 Si Ii 11 COPYIMMTAWE LB@I 0PE 15-2338 PAGE DE>ICRIP7I0 13 J $6 GLASS OR DOOR 1/4"-20 THRU BOLT W/ LOCK NUT [al 12" O.C. OR #12 x 1/2" SMS p 12" O.C. E.S. OR 3/16"0 ALUM. POP RIVETS p 6" O.C. E.S. OR 1/4"0 ALUM. POP. RIVETS P .12" O.C. E.S. 00 AND() ASSEMBLY 0" m w � FOR ASTM ESSENTIAL FACIUTiES ^, SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN_ SEPARATION TO GLASS I SPANI 1/4" MAX. FROM PIN GUIDE TO ��— BUSHING WASHER (TYP.) ITYP .BOTTOM 0 w GLASS OR DOOR 1/4-20 S.S. MACHINE SCREW & NUT [nl 12" O.C. Zw o 0 0 cc cc uj } O m Ix 0 w -J m 4 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/2" TYP. EXISTING CONCRETE, BLOCK OR WOOD FRAMING EDGE DIST. 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 OINSIDE MOUNT SECTION SCALE : 3"= 1'- 0" EMBED. FOR ASTM ESSENTIAL FACILITIES SEE ABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS N N © OR 3" x 3" x 1/4" CONT. 6063-T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) GLASS OR DOOR #12 x 1/2" SMS @ 12" O.C. OR 3/16" Q ALUM. POP RIVETS (0 6" O.C..OR 1/4"0 ALUM. POP RIVETS © 127 O.C. 11 AND OZ ASSEMBLY FOR :ASTM ESSENTIAL FACILITIES .SEE TABLE 4 & FOR HVHZ , SEE TABLE 2 FOR MIN.. SEPARATION TO GLASS EXISTING CONCRETE, BLOCK OR WOOD FRAMI „- CS' 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.) w 0 O w GLASS C4 CONNECTION TYPE OR DOOR REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION OINSIDE 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 1/2" REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) 2" WAc 0 WALL MOUNT SECTION SCALE : 3". 1'- 0" w CC W w u j J m 1_wD:D t/1=0O W _ _ _ N0Ot/1J Xwozm FJ0aI- uu N 4 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CONCRETE, BLOCK OR WOOD FRAMING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING :» -ram-.;., _^ .ri..-, v : , . 0 w GLASS OR DOOR #12 x 1/2" SMS © 12" O.C. OR 3/16"0 ALUM POP RIVETS © 6" 0.C. OR 1/4"0 ALUM. POP RIVETS @a 12' O.C. E BLOCK #1 O.C. POP OR 07 AN AS MBLY o W w iSTING CONCRE OR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE FOR MIN. SEPARATION OR WOOD FRAMING x.1/2" SMS @ 12" •R 3/16"0 ALUM. VETS (a 6" O.C. 1/4'. ALUM. POP / RIVET 2" O.C. 0 w Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING EXISTING CONCRETE, BLOCK OR WOOD FRAMING 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX. FROM PIN 1/2" GUIDE TO BUSHING TYP. WASHER (TYP.) FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS EMBED. 05 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CQ BUILD OUT MOUNT SECTION SCALE : 3". 1'- 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) TI0N CEILING -INSIDE MOUNT SECTION • -SCALD :3`'= 1`- 0" 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS T RFn• WITH TH FRANK L BENNARDO #119046549 � 1/4-20 MACial �BOL7 W/NUT© z4'. OR #14 SMS (jQ 6L& C.No PE0046549 (TYP TOP_8*B9TTOM) * '0 %�r1 •'• STATE EXISTING STRUCTURE CONNECTION TYPE W/ EXTRUSION #2 'ONNECTION TYPE W/ EXTRUSION #1 ERENCE ANCHOR SG- SCHEDULE FOR MAX �I_ 1/2"��O 1/2' J ec J FOR ASIR I—� w ~ LASS OR FAGILITIEESSENTIAL ,. OOR it 1/4" MAX. FROM PIN �, _ 1/2 GUIDE TO BUSHING __ ®o-O WASHER (TYP.) CONNECTION TYPE W/ EXTRUSION #2 eat ONNECTION TYPE W/ EXTRUSIONS#1 ERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING 1/4" MAX. FROM FIN GUIDE TO BUSHING •• WASHER (TYP.) ••• ••• •• •• ••• • • •• ••• • • • • & FOR HVHZ FOR MIN. SEPARATION TO GLASS /BUILD OUT. ION, •• • • • • • COPYRIIBCT FRANC L BBIW IDO PE 15-2338 PAGE DESCRIPTION: 113 • • • • • ••41•• • • • • • • • FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 GLASS ..AR MIN. SEPARATION TO Y Z OR DOOR EMB. "T' GLASS 13 p O PLYWOOD & STUCCO FINISH /2 MAX. DESIGN LOAD = 72 P.S.F. 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. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TWO 1/4"0 WOOD LAG SCREWS (Th 24" O.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS 14 SMS (T MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1" x 4" x .125" 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 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS 14 0 0 EXISTING CONCRETE, HOLLOW.BLDCK 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" r 3" MiN. - ED DIST. GLASS OR DOOR -- 3" MIN. - ED. DIST. 1/4"O ALL POINTS SOLID ^a SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK, 3" MIN SPACING AND 3" MIN EDGE DISTANCE EXISTING STRUCTURE MAX. SHUTTER 0 Z 4 ALT. LEG DIRECTION (2) 6063-T6 ALUMINUM • ANGLES PER BEAM END, SIZE PER SPAN TUBE SCHEDULE FOR. ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS 1/4"0 THRU BOLTS V SEE BEAM SCHEDULE FOR N' BEAM ©UMBERSL� 0illtmLL..4] tIII (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE PER SPAN TUBE SCHEDULF ALT. LEG DIRECTION EMBED.' 1/4-20 MACHINE BOLT W/NUT la 12" 0.0 OR #14 x .3/4" SMS 6" O.C. SPAN TUBE PER DESIGN SCHEDULE Zw 0 J CCw 0=m uu u 4z� w4 way �ulm CC4 w I- 0 r Z J %Olt i l i / RANK L BENNARDO P.E. n� •549• 4T°R •� C k. No PE'0046549 SPAN TUBE SCHEDULE •• TUBE SIZE SHUTTER SPAN ALLOWABLE TUBE .SPAN NUMBER OF THRU-BOLTSANGLE NUMBER OF ANCHORS PER UMSAIbCT+EIEoF ; iCENtAdiRIOP TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE T4F-/, IL TUBE1//1I • '. 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 k 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" 2k8k 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"x107c 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.) SPAN TUBE PER DESIGN SCHEDULE 1/4-20 MACHINE BOLT W/NUT @12"0.0 OR #14 x 3/4" SMS (nl 6" G.C. ACCESS HOLE MAX. DESIGN LOAD = ± 72 PSF 0 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"O A325 GRADE THRU BOLT @ 7" 0 C OR 5/16"0 A325 GRADE THRU BOLT (al 12" O.C. GALV. OR S.S. N- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 5" 0.C. W/1-1/4" MIN. EMB OR 1/4"0 LAG SCREW p 9" O.0 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 24" MAX. 0.C. EXISTING FINISH MATERIAL 1" x 4" x 1/8" 6063-T6 ALUM. TUBE W/ THREE 1/4"P WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED % PENETR. "T" IN WOOD �iltil, EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE TUBE EXTENDS BEYOND, LAST TRUSS MORE THAN 6", EXTEND TUBE TO NEXT TRUSS. \ 1/4-20 S.S. MACHINE SCREW 12" 0.C. IN BETWEEN TRUSSES WITH 1/2"0 ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS @ 6" O.C. MAX. IN BETWEEN � (MAX DESIGN LOAD s 72 P.S.F.) • • • •• • •• GPO •• • • • • • • • • • • • •••••• 1 • •• •• •••• • • • • • •• • • • • • • i N 2 I 94PYRIOWFRAMCL88 /MRD0 PE 15-2338 SCALE: PAGE DESCRIPTION: • • • • • • •• • • • • • • • • • • ••••• • • • • • • • • •,• • • • •• • • • • • • • • •••••• • •z• 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 I. 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" 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 (nl EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. GLASS OR DOOR FOR ASTM - SEE TA 4 & FOR HVHZ SFF TABI F 2 FOR MIN. SEPARATION TO GLASS /w GLASS OR DOOR FOR STM E SEN FA IU EE TABLE 4 & FOR 2 FOR MIN. SEPARATION TO GLASS 13 .250"- 1/4"0 TAPCON (ul 24" Q.C. WITH 1-1/4" MIN. EMBED. EXISTING CONCRETE OR \ BLOCK ONLY. WOOD \ FRAMING & WOOD ANCHORS VOT ACCEPTABLE 2.. EDGE 1 DIST \ // RECESS SILL DETAIL SCALE : 3"= ISPANI 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TYP. BOTTOM i 0 w EDGE DIST. // SHUTTER x Q .250"- m O: CC La uj La r wDm VI I. z Q VI F- = SOD ZOw wCZ J O U (f) U Z CQ O. w •C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CC CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING HOST STRUCTURE DECORATIVE 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" w 17 O - wO F- GLASS.OR DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE CCw w J I- CO W F Q D •• _ m • V1 O• uj DUO zOV) UJ 0 Z u a ua QV1 r Lo .250" EXISTING STRUCTURE OO WALL MOUNT SILL DETAILATERIAL 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 PEFY PIECE APPROVED FASTENER AND SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECE TYP. ALTERNATE SECTION FOR SHUTTERS SCALE: 3" = 1'-0" 5DRSCUT IN 4" INTERVALS TO E (SEE DETAIL I 1�FOR ADDITIONAL INFO). TYP. TOP & BOTTOM FASTENER @ EACH 4" CUT SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE z Q w l7 0 w EXISTING STRUCTURE EXISTING FINISH MATERIAL WASHER (TYP.) m 0 a U 0 a 0 m • '•, L BENNARDO P.E.1 •••• • • • • • • • • •• 1•• • •• • • •• •• •• •• •• • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3" = 1'-0" • -- - z a. WNb1BNN �� W < 0ODIX a U _ 1/4" MAX. FROM PIN GUIDE 1/2" '!LJ TO BUSHING WASHER (TYP.) 1/4-20 MACHINE BOLT W/NUT (@" O.C. 19 CUT AT INTERVALS T FORM CURVE (SEE DETAIL P1 P2 ) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER (l EACH 4" PIECE POCURVED TRACK SECTION DETAIL SCALE 3"= 1'- 0" 1/4" MAX. FROM PIN GUIDE TO BUSHING •i ••• • •• to rn . • • 0 WIT* Q 13 c•55 ••Y p •t- R118 ] F•.Xci g tV �cm H M iL 1 10. ri C• 1D 1110 FRNI(L&3MARE°PE 15-2338 SCALE: PAGE DESCRIPTION: 44. ANCHOR SCHEDULE: CONCRETE HOST STRUCT. ANCHOR r _ LOAD (Psi)Cl 2.5" MIN EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" CONN TYPE CONN TYPE CONN TYPE C2 C3 C4 (O C6 Cl C2 C3 C4 CS C6 C1 C2 C3 C4 C5 C6 I r�i} CONCRETE /, .YJs{IW TAPCON OR ELCO ULTRACON WITH 1-3/4" ' EMBED (3192psi MIN CONC) 4� -22129' 48 16.0" 16.0" 16.0" 16.0" 16.0" 16,0" 16.0" 16.0" 10.5" 10.0"Ct6.0" 13.0" 15.5" 16.0" 6.5" 6.0" 9.5" 9.0" 6 16.0" 16.0" 12.5" 12.0" 1 " 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" t72 6.0" 16.0" 10.0" 9.5" 16.0" 2.5" 15.5" 16.0" 6.5" '6.0" 9.5" 9.0" 9.0" 8.0" 4.0" V 5.0" 6.0" 110 14.5" 14.5" 6.0" 5.5" . " 8.5' 9.0" 7.5" 4.0" / 4.5' 6.0" 7.5" 6.0" j� �f 5.0" 200 7.5" 6.0" ���������///.✓�/ 5.0" 7.5" 6.0" ����, /������� 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" 6.0" 9.0" 9.5" 8.5" 7.0" 4.0" % 4.5" 6.5" 110 13.0" 13.0" 6.0" 5.5" 8.0" 9.0" 8.0" 7.0" 4.0" V 4.5" 6.0" 6.5" 5.5" % / 5.5" 200 6.5" 5.5" ������������%����1�� 5.5' 6.5" 5.5" �����jj������A 5.5" 6.5" 5.5" �j� / 5.5" 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" 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" fl=lnYttrra 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"ITW TAPCON OR ELCO ULTRACON WITH 1-3/4" EMBED (3192psi MIN CONC) BED (3192psi MIN CONC) 1" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 C1 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' 6.0" 16.0" ib.0" 12.5" 4.0" 10.5" 9.5" % % 6.0" j/ 72 16.0" 16.0" 4.5" 4.5" 5.0" 15.0" 15.5" d 9.5" % 9.0" 7.5" j j 4.5" 110 14.0" 14.0" 8.5" 7/ 8.5" 7.5" // % 4.5' j 7.0" 6.0" j yr / /, 200 7.0" 6.0" %�j0✓//, / / 7.0" 6.0" /����� r/ 7.0" 6.0" f/ 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.(16.0" 16.0" 9.5" 11.5" 11.5" 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" /Z/A 4.5" 10.5" 5.5" j�////%✓/jj�jf�����/ 5.5 4.5" 200 200 5.5" 5.5" .5" 4.5" ���f ���� ���������� 5.5" 5.5" 4.5" 5.5" 4.5" /% 1/4" ALL -POINTS SOLID -SET ANCHOR W/7/8"EMBED & 1/4-20 SS MACHINE SCREW (3000ps1 MIN CONC) • 1-1/4" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl I C2 C3 C4 C5 C6 48 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" . 62 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" % / 4.0" 3.5" 72 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" 3.0" 3.0" 5.0" 10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" //5.5" %/�� 3.0" 3.0" 5.0" 4.0" j//� ///j 200 200 5.0" 4.0" ��/ A 5.0" 4.0" //�/���������1���A 5.0" 4.0" / 1/4" ' D-SET CHOR W/7/8"EMBE 1/4-20 SS MACHINE SCRE (3000psi MIN CONC) y 3" MIN EDGE ANCE Cl C2 C3 C4 C5 C6 C1 C2 C L4 C5 C6 Cl C2 C3 C4 CS C6 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.0" 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" • ' 15.0" 13.5" 12.5" 11.5" 6.0" 5.5" 7.0" 9.0" 2-)16.0" 16.0" 13.0" 12.0" 16.0" 16.0" 16.0" 16.0" 8.5" .7.5" 1.0" 12.0" 10.5" 9.0" 5.0" 4.5" 5.5" 8.0" • �' y 10 16.0" 16.0" 8.0" 7.0" 10.0" 11.0" 10.5" 9.0" 5.0" 4. ' 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 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" 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" !j / 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" qq��,,,, `L-U� 110 11.0" 5.5" 5.0" 6.5' 8.5" 7.0" 6.0/ jib �///�� 5.0" 200 5.5" 5.5" �����/1������������ji✓l��l� 5.0" 5.5" ������� 5.0" 5.5" / //. 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 CS C6 Cl C2 C3 C4 CS 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" 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" j / 6.5" •� 110 12.0" 11.5" 6.0" 5.5" 7.0" 6.0" j/�/�j� A j 200 6.0" 5.0" V�f�"l��l���l�l��� 5.5' 5.5" 6.0" 5.0" 5.0" i _ /�/fl 5.5" 6.0" 5.0" 5.5„ - #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ " EMBED (2000psi MIN CONC) 2" MIN EDGE DISTANCE C1 C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 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" 48 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" 9.5" 14.5" 15.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" %/ 4.5" 4.5" 110 13.5" 13.5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" V. 4.5" 4.0" 7.0" 5.5' 3.5" 3.5" 200 7.0" 5.5' V/� 3.5" 3.5" 7.0" 5.5" ��f / 3.5" 3.5" 7 0" 5.5' V 3.5" 3.5" #12 SMS W/ 2.75" EYEWALL ARMOR INSERT W/ 2.5" EMBED (2000ps1 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" 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" , .«., f-_..- 2 ;CS (al OUTSIDE ANCHOR -(SEE SPACING SECTION X) BOT. FLANGE ANCHOR11(SEEESPACING SECTION X) L. , LICEryS, * No PE0046549 HEADER:[ LL -.‘ STATE Op SIDE CLOSEST TO OPENIN NOTE "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: - Cl CONNECTION TYPE USING PIECE 3 OR ®4 COMBINATION COMBINATION COMBINATION SS' �ORIDA , Z�C WW. NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE ID 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 EQUA.!.. 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. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, 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 4444, w.. a_.• • • • • .. • • • • • • • • in • • • 1 n VI •41 • ••4 •• • ••4 • • • • . • • • • •, •• ••, •.• , • •• •• ••4 • • • • • ••• • • • COPYWOfRFRANQ. WOW=PE 15-2338 1 • • • • • • • • � • • • • J U ANCHOR SCHEDULE: CONCRETE (CONT.) 6 z ANCHOR LOAD (psf) 5/16" ITW TAPCON XL WITH 1-3/4" EMBED (2899psi MIN CONC) 5/16" ELCO ULTRACON WITH 1-3/4" EMBED (3500psi MIN CONC) 48 62 72 110, 200 48 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" 16.0" 7.5" 16.0" 16.0" 16.0" 14.0" 8.5" 4.5" 16.0" 16.0" 16.0" 13.0" 7.5" 4.0" 16.0" 16.0" 16.0" 16.0" 10.5" 4.5" 16.0" 16.0" 16.0" 16.0" 12.0" 7.0" 16.0" 2-3/16" MIN EDGE DISTANCE Spans Up To 8'-8" CONN TYPE C1 C2 C3 C4 C5 C6 16.0" 16.0" 16.0" 10.5" 9.0" 16.0" 16.0" 16.0" 16.0" 9.0" 7.5" 16.0" 15.0" 10.5" 9.0" 5.5" 4.5" 16.0" 13.5" 9.5' 8.0" 4.5' 4.0" 15.5" 16.0" 15.5" 11.5" 5.5" 4.5" 16.0" 16.0" 14.5" 12.5" 8.5" 7.0" 16.0" C1 16.0" 13.0" 11.0" 9.0" 9.0" 16.0" Spans Up To 13'-0" CONN TYPE C2 C3 C4 C5 C6 16.0" 12.0" 9.5" 7.5" 7.5" 16.0" 9.0" 6.5" 5.5" 4.5" 4.5" 10.0" 8.0" 5.5" 4.5" 4.0" 4.0" 9.0" 11.5" 7.5" 5.5" 4.5" 4.5" 12.0" 12.5" 10.0" 8.5" 7.0" 7.0" 15.0" 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" 16.0" 7.5" 16.0" 16.0" 16.0" 14.5" 8.5" 4.5" 16.0" 16.0" 16.0" 13.0" 7.5" 4.0" 16.0" 16.0" 16.0" 16.0" 10.5" 4.5" 16.0" 16.0" 16.0" 16.0" 12.0" 7.5" 16.0" 3-1/8" MIN EDGE DISTANCE 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" 16.0" 9.5" 7.5" 16.0" Spans Up To 13'-0" CONN TYPE Cl 15.0" 11.0" 9.0" 5.5" 4.5" 16.0" 14.0" 9.5" 8.0" 4.5" 4.0" 16.0" 16.0" 16.0" 12.0" 6.0" 4.5" 16.0" 16.0" 15.0" 13.0" 8.5" 7.5" 16.0" 16.0" 13.5" 11.5" 9.0" 9.0" 16.0" 16.0" 10.0" 7.5" 7.5" 16.0" 9.0" 6.5" 5.5" 4.5" 11.0" 8.0" 5.0" 4.0" 4.0" 4.5" 4.5" 13.5" • 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.0" 11.0" 16.0" 16.0" 14.0" 13.0" 7.5" 6.5" 8.0" 11.5" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.0" 12.0" 16.0" 16.0" 8.0" 7.0" 8.5" 72 110 200 16.0" 16.0" 9.5" 16.0" 16.0" 8.0" 16.0" 9.5" 5.0" 15.0" 8.0" 16.0" 11.0" 5.0" 16.0" 14.0" 8.5" 16.0" 11.5" 9.5" 16.0" 10.0" 8.0" 10.0" 6.0" 5.0" 1/4" POWERS TAPPER+ W/ 1-3/4" EMBED (3000psi MIN CONC) 9.0" 5.0" 12.0" 6.0" 5.0" 15.0" 10.0" 8.5" 11.5" 9.5" 9.5" 10.0" 8.0" 8.0" 6.5" 5.0" 5.0" 1-1/2" MIN EDGE DISTANCE 5.5" 'l 'l///// Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 48 62 72 16.0" 16.0" 16.0" 110 200 10.0" 5.0" 16.0" 11 .1 10.0" 4.0" 10.0" 10.0" 16.0" 16.0" 16.0" 6.0" 10.5" 8.0" 7.0" 16.0" 13.5' 11.0" 6.0" 5.0" 16.0" 14.5" 11.0" 5.5" 4.0" 6.0" /. 6.0" C5 16.0" C6 7.0" 111 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK C1 C2 C3 C4 6.0" 5.0" 5.0" C5 10.0" 8.5" 8.5" C6 16.0" 16.0" 10.5" C1 16.0" 16.0" 8.5" C2 16.0" 10.5" 5.5" C3 16.0" 9.0" // C4 16.0" 12.0" 5.0" CS 16.0" 15.5" 9.0" C6 16.0" 12.5" 10.5" Cl 16.0" 11.0" 8.5" 11.0" 6.5" 5.5" 9.5" 5.5" 13.5" 6.5" 5.0" 3" MIN EDGE DISTANCE C2 C3 C4 C5 16.0" 10.5" 9.0" C6 13.0" 10.5" 10.5" 11.0" 8.5" 8.5" 7.0" 5.5" 6.0" • 7.0" 5.0" 11.0" 9.0" CI C2 C4 C5 C6 11.0" 7.5" 6.5" 5.0" 5.0" 11.0" 7.0" 5.5" 4.0" 4.0" 6.5" 5.0" 16.0" 15.0" 7.5" 16.0" 16.0" 12.5" 10.5" 6.0" 16.0" 5.5" 16.0" 16.0" 16.0" 9.0" 4.0" 16.0" 14.5" 12.5" 8.5" 5.0" 16.0" 16.0" 16.0" 9.5" 7.5" 16.0" 16.0" 11.0" 10.0" 16.0" 13.0" 16.0" 16.0" 6.5" 6.0" 10.0" 8.0" 7.0" 16.0" 6.5" 6.0" 13.5" 10.0" 5.0" 4.0" 10.0" 9.0" 6.0" 5.0" 11.5" 9.5" 7.5" 7.5" 10.5" 8.5" 6.5" 6.5" 5.0" 4.0" 4.5" //4 6.5" 5.0" 4.0" 4.0" 7.0" 6.0" 5.0" 5.0" � [iI ��55'L��7 � L� ��II 1 ANCHOR T4" ITW TAPCON.WITH 1-1/4" EMBED 1 4 ELCO ULi • CON WITH 1-1/4" EMBED E 1/4" MILLENIUM MILLFAST ANCHOR W/ 1-1/4" EMBED 1" MIN EDGE DISTANCE 2-1/2" MIN EDGE DISTANCE Spans Up To 6'-0" LOAD CONN TYPE (psf) Cl C2 C3 C4 C5 48 7.5" 62 6.0" 7.5" 3.0" 3.0" 6.0" -72 j 5.0" 5.0" 1 0 200 ..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 11.5" 9.0" 7.5" 4.0" 141' 10.5' 9.0" 5.0" 6.5" 4.5" 7 6.0" 4.0" 7.5" Spans Up To 8'-8" Spans Up To 13'-0" CONN TYPE CONN TYPE C1 C2 C3 C4 C5. Cl C2 C3 C4 C5 5.0" 5.0" 6.5" 11.5" '8.0" 8.0" 4.0" 9.0" 5.5" 6.0" 6.5" 4.5" 4.5" 6.0" 14.0" 9.5" 4.0" 10.5" 6.5" / 8.0" 5.5" 5.0" 3.0" 3.0" � Oo Boi AV AV AV Ze' 9.5" A4 A Spans Up To 6'-0" CONN TYPE Cl C2 C3 C4 CS 10.5" V AV A%// �� ///%/ %///,%//% 8.0" 8.0" 7.0" 7.0" 3.5" 3.5" 4.5" 6.5" 10.5" 4.0" 3.0' 111 Spans Up To 8'-8" CONN TYPE Cl C2 C3 C4 C5 7.0" 7.0" 3.5" 3.5" 7.0" Spans Up To 13'-0" CONN 'TYPE Cl C2 C3 C4 C5 4.0" 4.0" 5.0" 5.5" 9.0" 9.0" 4.0" 4.0" 9.0" 5.5" 6.0" /1/94 / d 7.5" 7.5" r , 6.5" 4.5" 4.5" 4.0" 4.0"- / Af/AV „„. A A A 15.0" 9.0" 9.0" 15.0" 10.5" 10.5" 5.5" 5.5" A/ , 10.0" 6.0" 5.0" 4.0" 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 1-1/4" MIN EDGE DISTANCE 2" MIN EDGE DISTAt4CE Cl 48 13.5" 62 10.5" 72 9.0" 110 5.0" 200 7 C2 C3 C4 13.5" 5.5" 5.5" 10.5" 9.0" 5.0" 4.0" 3.0" C5 13.5" Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 9.5" 9.5" 3.5" 4.0" 10.5" 6.5" 5.5" 4.5" 3.0" 3.0" /#z de 3" MIN EDGE DISTANCE 5.5" 3.0" Cl 16.0" C2 I C3 16.0" 9.5" 7.0" 5.5" 3.5" r A 4.5" 3.5"-W C4 CS 9.5" 16.0" 6.5" 16.0" 5.0" C1 C2 C3 C4 CS C1 C2 C3 C4 C5 16.0" 16.0" 6.0" 5.5" 16.0" 3.0" 4" MIN EDGE DISTANCE 9.5" 9.5" 3.5" 3.0" 5.5" Cl 48 V 62 72 110 200 / C2 C3 C4 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C3 C4 CS Cl C2 C3 C4 CS 16.0" 13.0" 16.0" 11.5" 13.0" 8.0" 11.5" 16.0" 7.5" 13.0" 12.0" 12.0" 6.5" 6.0" 11.5" 9.0" 4.5" 4.0" 5.5" 11.5" 11.5" 6.5" 5.5" 10.0" 6.5" 7.0" 4.0" 4.5" 4.5" 4.0" 4.0" Z AV A7 IT 5/16" ELCO ULTRACON WITH 1-1/4" EMBED 1-9/16" MIN EDGE DLSTANCE 3-1/8" MIN EDGE DISTANCE 48 10.5" 62 8.0" 72 7.0" 110 '7 200 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 Cl 8.0" Vr 7 8.0" 5.0" 5.5" '7.4' ,,V I.; / AV AV AV A al 14.5" C2 C3 C4 10.5" C5 Cl 16.0" 14.5" 12.5" 9.0" C2 C3 12.5" 10.0" , AV C4 C5 Cl C2 C4 CS 7 6.0" 5.0" 7P,r A A7A ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. • • • • • • • • • • • • • o 0. 11111 to Es oat &II 14 CI 15-2338 PAGE DESOUPTION: a • • • • • • u- ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) HOST STRUCT. ANCHOR LOAD iRs0 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" %// /5// 62 12.0" 12.0" 4.5" 4.5" 12.0" 7.5'' 8.0" j // 5.0" 4.5" 4.0" jj� 72 10.5" 10.5' 4.0" V 9.0" 6.0" 6.0" 110 5.5" 5.5" 200 y , / // ' //, #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 „ 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" 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" j /j /, 200 3.5" _ 3.0" ���/������i_ 3.5" 3.0" %%/�lll/l//I�j 3.5" 3.0" ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK HOST STRUCT. ANCHOR LOAD (Psfl 4" MIN EDGE DISTANCE Cl 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 GROUT -FILLED "f ' 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" 5.5" 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" 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" / 6. < 72 16.0" 16.0" 7.5" 7.0" 14.0" 9.5" 9.5" % / 6.0" 5.5" V 110 8.5" 8.5" 5.0' 5.5" ' g 1..,,, -..www•0. 200 / - , #12 SMS W/ 2" EYEWALL ARMOR INSERT W/ 2" EMBED 2" MIN EDGE DISTANCE C1 C2 C3 C4' C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 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" 15.5" 16.0" 5.0" 4.5" 10.5" 9.0" 8.0" �� 5.0" 72 16.0" 16.0" 6.5" 6.0" 16.0" 12.5" 12.5" 4.0" / 4.0" 11.5"110 11.5" 4.0" / 3.0" 200 6.0" 5.0" V � , 3.0 " 6.0" 5 0 ' j//�Jj 3.0" 6.0" 5.0" ANCHOR SCHEDULE: WOOD (G=0.55) i UU) ANCHOR LOAD (Psf) 3/4" MIN EDGE DISTANCE Spans Up To 6'-0" CONN TYPE Cl C2 C3 C4 C5 Spans Up To 8'-8" CONN TYPE C1 C2 C3 C4 C5 ‘\ ``�LICE �� No PE00465g9 * : ��,0•'• STATE OF •-c<ORION Spans 7019 O } 1 , CONN TYP I t l C1 C2 C3 C4 C5 WOOD (G=0.55) 1/4" LAG SCREW WITH 1-3/4" MIN THREAD PENETRATION E1-40.111111.n* 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" 7/16" WOOD BUSHING WITH 1.13" MIN EMBED & 1/4-20 SS MACHINE SCREW #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" 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" 72 110 200 , 48 12.5" 7.0" 3.5" 16.0" 12.5" 7.0" 3.0" 16.0" 5.5" 3.0" 13.0" 5.0" 2.5" 13.0" 11.0" 4.0" 16.0" 7.5" 4.0" 3.5" 16.0" 7.5" 3.5" 3.0" 16.0" 3.5' 3.0" 4.5" 2.0"/� 2.0". 8.5" 8.0" 16.0" 4.5" 3.5" 3.5" 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" 3.5" 2.0" % 2.0" 3.0"j////j. 3.0" 16.0" 5.0" 5.0" 12.9" 12.5" 4.0" 3.5" 7.54'• 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.c '. 110 200 16.0" 9.0" 16.0" 7.5. 5.0" 2.5" 4.5" 2.5" 10.5" 4.5" 11.0" 9.0" 9.5" 7.5" 3.0" 3.0" 6.0" 2.5" 2.5" 4.5" 9.0" 9.0" 7.5" 2.5" 2.5" 4.5'1 7.5" 2.5" 2.5" 4.5" ANCHOR SCHEDULE: WOOD (G=0.42) FRANK L. BENNARDO :A PE0046549 r.ro • • . • • •••• • • ••• ••• • • •O•• • • •• •• HOST STRUCT. ANCHOR - LOADCONN 3/4" MIN EDGE DISTANCE• C1 Spans Up To 6'-0" ; C5 C1 Spans Up To 8'-8" C5 C1 Spans Up To 13'-0" " • C5 " 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.C" 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" fl---4a1=2*. 110 15.0"114.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 2.0" r� /�//i 4.0" 4.0" 200 7.5" 6.0" 2.0" ,4 4.0" 7.5" 6.0" 2.0" ����� 4.0" 7.5" 6.0" #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" 2.0" 2.0" j 3.5" 2.5" 2.5" 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' 200 5.0" 4.5" 2.0" %//% 2.5" 5.0" 4.5" 2.0" A 2.5" 5.0" 4.5" ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. •• •••• • • n • • • , M U) • g% 8 M* in- 9.•gyp G c 0 M 'z 'Cr E: gip• xi 0 5 • in: g 0 1 1 1 1 1 yet 1111 OOPYROffi NELBENNA DOPE 15-2338 SCALE: - PAGZ DESCRIPTION: of 13 •• • • . • • • • •• • • • • • -. „> ,«:,.. ver ,yaw ^*77.'.- -- ,:., .,.,i.... t .....+y-as...,. r;,•., . 3.5" MIN., TYPICAL 0.125" - 0.196" 45° 0.032" 0.032" -0"- 0.125" 02.875"J -4 t-0.188" 03.250" LIGHT-N-VIEW WINDOW N.T.S. SABIC PLASTICS SLX1431T-UL-94HB RECTANGULAR WINDOW ASSEMBLY EDGE OF ACCORDION ' SHUTTER BLADES i i • L___J O 1.500" x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW ASSEMBLY BLADE W/ RECT. WINDOW N.T.S. EXTERIOR ELEV ROUND WINDOW ASSEMBLY`, EDGE OF ACCORDION SHUTTER BLADES • I /) 2.875"0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY ROUND WINDOW ASSEMBLY BLADE W/ ROUND WINDOW N.T.S. EXTERIOR ELEV 2.210" -� 0.145" 1.210" 0 0 0.500" © © A 0 0145"1 • 0 1 •--- r 1.856" 0.177" t 0.355" (V 0.500" b 0 O O 0 .093" a Np 4- (EXT.) .161" -" .020" .355" SECTION A -A RECTANGULAR WINDOW .118" DIA. 145" N.T.S. EXTERIOR ELEV 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 ��A‘��,.//// FRANK L.BENNARDOP. 1 •.� L BED/ .A, PL 0(I46549 EDGE OF ACCORDION No PE004654 SHUTTER BLADES '* : STATE OF .,FCOR\OP••• ��Y��ttti\�\o: WW Zre Olt wW LIGHT-N-VIEW WINDOW N.T.S. 12" MIN FROM EDGE OF SHUTTER, - TOP OR BOTTOM (INT.) 3.5" MIN,I TYPICAL EXTERIOR ELEV EDGE OF ACCORDION SHUTTER BLADES a 1.500" x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE a 0 RECTANGULAR WINDOW 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. • • • • • • W��• •••• Z~G• O • •• •• •••••• • •• • ••• .• • •• • • .• '4 •••• ▪ • N 0) b yJ . a kVA ;Al COPYRIGHT TRAWL ED Wf OPE 15-2338 SCAB: - I PARE DESCRIPTION: 1 •r., e: V:::.vx.�. .. ...aka.' ^: * ..•. - T..:.....,,.rv,...:....�., :e..6-..�....a. --r