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WS-17-2337Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe Parcel Number it Permit NO. WS-9-17-2337 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status: APPROVED Issue Date:101612017 Expiration: 04/04/2018 Applicant 810 NE 100 Street Miami Shores, FL 33138- 1132060340060 Block: Lot: DAN AND JOSEPHINE ROBBIN Owner Information Address Phone CeII DAN AND JOSEPHINE ROBBIN 810 NE 100 Street MIAMI SHORES FL 33138-2512 Contractor(s) ATLANTIC SHUTTERS, INC Phone 305-945-7277 CeII Phone Valuation: Total Sq Feet: $ 2,466.00 119 Type of Work: INSTALLATION OF ACCORDION HURRICANE No of Openings: 2 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $120.00 $9.00 $2.40 $137.80 Pay Date Invoice # 10/06/2017 09/29/2017 Pay Type WS-9-17-65192 Check #: 5402 Check #: 5384 Amt Paid $ 87.80 $ 50.00 Amt Due $ 50.00 $ 0.00 1 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. Futhermore, I authorize the above -named contractor to do the work stated. 2,1 Authorized Signature: Applicant / Contractor / Agent October 06, 2017 Date Building Department Copy October 06, 2017 1 "?j;\\ \'J1,lskZ. S 30S q (AS -7-?..-)"t ffq BUILDING PERMIT APPLICATION 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 FBC20 (s( Master Permit No. WS Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 810 NE 100 Street City: Miami Shores County: Miami Dade Zip: S 3 1 'n Folio/Parcel#:11-3206-034-0060 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Daniel & Joshepine Robbin Phone#: 305-299-8141 Address: 810 NE 100 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Atlantic Shutters, Inc. Phone#: 305-945-7277 Address: 1970 NE 153 Street #7 City: North Miami Beach Qualifier Name: Kevin Kennedy State: Florida Zip: 33162 305-945-7277 Phone#: State Certification or Registration #: CBC1251102 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2,466.00 Square/Linear Footage of Work: 119 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: Installation of Accordian Hurricane Shutters - 2 Openings Specify color of color thru tile: Submittal Fee $ f c Permit Fee $ `2-6 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ G. %� Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 60 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State 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 wilt be performed to meet the standards of all taws 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: iscertify 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 OWNER or AGENT The foregoing instrument was acknowledged before me this 2- (c. day of cS 1e Lr— , 20 n, by 0 iVeg— R o b b t k , who is personally known to me or who has produced I"- t (.- as identification and who did take an oath. NOTARY PUBUC: Sign: Print: Seal: WILLIAM A. BELSKIS MY COMMISSION # GG 031359 EXPIRES: October 29, 2020 , 1.,.!Ate Bonded Thru Notary Public Underwriters Signature 1 CONTRACTOR The foregoing instrument was acknowledged before me this Z- (o day of See'en'. 6—g , 20 17 , by . who isfoersonally no to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: t/" tt %I-. Print: 't (.(iiryle►'• 4 t_2,(4 1G.t f Seal: ******•******************************************************* APPROVED BY c.‘,I,1r Plans Examiner Structural Review * ;':* ��.°•., WILLIAM A. BELSKIS MY COMMISSION # GG 031359 EXPIRES: October 29, 2020 J•� o epr Bonded Thru Notary PuWk Underwriters Ai E ******* Zoning r er1 (Revised02/24/2014) Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-034-0060 Property Address: 810 NE 100 ST Miami Shores, FL 33138-2512 Owner DANIEL M ROBBIN &W JOSEPHINE Mailing Address 810NE100ST MIAMI SHORES, FL 33138-2512 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,684 Sq.Ft Lot Size 8,850 Sq.Ft Year Built 1958 Assessment Information Year 2017 2016 2015 Land Value $265,791 $229,776 $212,488 Building Value $189,857 $191,414 $192,971 XF Value $3,293 $3,333 $2,447 Market Value $458,941 $424,523 $407,906 Assessed Value $226,711 $222,048 $220,505 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $232,230 $202,475 $187,401 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 565342 MIAMI SHORES SEC 8 PB 14-33 LOT 9 & E1/2 OF LOT 10 BLK 169 LOT SIZE 75.000 X 118 OR 15970-4769 0693 1 Page 1 of 1 Generated On : 9/26/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $176,711 $172,048 $170,505 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $201,711 $197,048 $195,505 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $176,711 $172,048 $170,505 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $176,711 $172,048 $170,505 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/1993 $170,000 15970-4769 Sales which are qualified 11/01/1987 $158,000 13484-0754 Sales which are qualified 01/01/1986 $115,000 12765-2574 Sales which are qualified 11/01/1974 $78,500 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: http://www.miamidade.gov/propertysearch/ 9/26/2017 ATLANTIC SHUTTERS, INC. 1970 N.E. 153rd Street - Suite 7 - North Miami Beach, FL 33162 Tel: (305) 945-7277 - Fax: (305) 945-1131 Fakri.41M CBC1251102 ,NAME 4(id DATE eai Lg ADDRESS 30 ICI; [,OOS I PH: HM (3V5. 17.8/97 CITY rout,, sop-, STATE / ZIP33(38 PH: WK ( 1 OPENING j# PRODUCT OPENING SIZE REMOVE TRACK LOCK I/O DETAIL SPECIFIC UNUSUAL OPENINGS WIDTH HEIGHT 1 p r V (. F/ K'fJioltl Wife. `i S 5 T 1 c Z ‘k I` kt l O 100-Ctw 1 tlrottoo�U1 -X-( t A Ri4cg Wuu a pl ! ' AWe �,1 1 INSTALL: YES jk NO 0 FLOOR:�f 1 COLOR: wit t- H.O.A.: YES El NO �/ PRICE SALES TAX PERMITS TOTAL CONTRACT DEPOSIT BALANCE (DUE UPON 'ESTIMATED $,Pith? (,A ig - 5 DIAGRAM OF PROPERTY $ WLGtr Delp $ \ af k `, �f `/ No_T DP.A�W N TO SCAL✓ t (Jr, 1 E T)f(Gal6N OKi t! 1,cMc� $ (�\\� � ")��Ii7rl (50%) $ 1 `, $ �,a /, -C e INSTALLATION) DELIVERY 6i W ery time starts upon receipt of all completed forms required for installation; i.e.: permit applications and Homeowner's Association Approvals. 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 CONTRACTAS 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 DELNERED 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 SEL PURCHASER: RE DATED: Va--9// '7 R'S AGREED AND ACCEPTED BY PRdSE IVE: COMPANY: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 KENNEDY, KEVIN P ATLANTIC SHUTTERS INC 1970 NE 153RD STREET BAY 7 NORTH MIAMI BEACH FL 33162 Congratulations! With this license you becomeone of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact. you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the, Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR (850) 487-1395 -n. STATE. OF-FLORIDA DEPARTMENT-OFBUSINESS AND PROFESSIREGULATION CBC1251102 1? +08/28/2016 CERTIFIED BULL R KENNEDY, KDVI �- { ATLANTIC SH IS CERTIFIED under the provisions of'Crt489 FS. Ex iration. dater AUG 31,2018... . "`:`: L1608280002339 .. DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA,.. DEPARTMENT.. OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD • _The CONTRACTOR. Named below IS. CERTIFIED Under the provisions of Chapter 489 FS. Expirationrdate.Y:AUG 31, 2018 KENNEDY; KEVIN P ATLANTIC'SHUTTERS tNT 1970 NE 153RDSTREETg3B; NORTH MIAMI BEACtFL 33162 ISSUED: 08/28/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1608280002339 •I • 51-56682. :-:ikEOPIRT.N9;...,„ ATLANTIC S.HUITERSlivc 197P::-NE:t153-.4 t::#.7;,:f: ,;,;;;,,,-'...;,,.-N--,.,- 'NORTH miAmi,qt4CH'Pc 33162 :: , ' *Pt flail,* 41015.4V411:151460.046sinOs§':'' ' .:;.F.1iii.rh iti6ii0ii.06c1.::.,...' ,... r. .,... . . — etlaiD:tor.8A Ati.-:.9:8c. 1 0. ': •,:::: , OWNER1:- -ATLANTIC SHUTTERS INC ...:JEVIIS1KENNEDY PRES Worker(s) 001. EXP PTEM�EW3OL20i SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 SUB—GENERALf4op:CONTRACTOR .1.Y TAX 941-4C77" • - : 08/02'2016 0131..110-1:0±0!530 This local Business Tax Receipt onlyconfirms payment of the Local Business Tax. The Receipt is not a pOrinitiera certification of the holders qUalifications, to do business. Holder Must comply with say governmental or nortoverumental regulatory laws and requirements which applyto the business. The RECEIPT No. above must be displayed on all commercial vehicles Miami -Dade Code Sec tia-276: For mere infaintation, visit WWW.miamidade.goVfiaiteellectoi • ' ' Cal, Miami4DadeC-dynty,7State Florida A L DO NOT PAY 4065173 .-EXPRESATLANTIC SHUUERS INC 17 • , • ,• 1.470. NE 153 ST #7 4243093 Must be displayed at place of busuness NORTH MIAMI BEACH FL 33162 Pursuant to County Code Chi)ter.8.A-- Art. 9. -- OWNER - :-: ... . SEC. TYPE OF BUSINESS , ,... : ATLANTIC SHUTTERS INC : :1:: .: . : 206 MFG/RECYCLING/PROCPSING , PAYMENT RECEIVED , . . .. BY TAX COLLECTOR Erillilqee(s) . "., .'...*:::: ' :., i . : -. " *:.'. $4, 5.00 08/02/,201 6 :r. KEVIN..kENNEDY, ORES . : . ... • . ' r .. .. 1 ,.. -.:- . , :: =.‘.. :.:', PPU1 0--1 6-.91 5630 permt, or a Certification of bolderianalificationi, to do business.: Holder Mait comply with any governmental ....„ For more infOrMation,visitWieriimiamidade.00tiltccoileciar .,.... ThiSI.Ocalllusiness Fax only confirms payment of the LoCal:Elusiness Tax. The Receipt not a licenSe;. i or'niingOveramental regulatory laws Ohd rettuirementS which apply to the businets. : ' ' .. :: ''., .': .',..;;;'..: ...-• ...„. ... .. The RECEIPT NO. above must 60 displayed on all commercial vehicles -Miaini4ade Code Sec 8a-276. • KPKCO-1 OP ID: LV ACc REP'•CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/22/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must 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 Keller Stonebraker Ins. (EC) Ellicott City Office 3458 Ellicott Ctr. Dr. Ste 104 Ellicott City -MD 21043 - Michael T. Kohlenstein, CPCU _ CONTACT Lauranne L. Victor PHONE FAX (NC, No. E:t):410-461 0705 (Nc, No): 410-465-8766 E-MAIL Iauri@ksiinc.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Selective Insurance Company 12572 INSURED Atlantic Shutters Inc. 1970 NE 153 Street North Miami Beach, FL 33162 INSURER B: INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 JNSR,JNVD SUBR POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP IMM/DDIYYYYI LIMITS X GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY S1324451 10/01/2017 10/01/2018 EACH OCCURRENCE $ 1,000,000 DMGE0ERa toNccr Drence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 X Contractual PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES POLICY X PROCT JE PER LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ A AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED X X SCHEDULED AUTOS NONOS -OWNED AUT S1324451 10/01/2017 10/01/2018 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (PER ACCIDENT) $ A X UMBRELLA LIAB EXCESS UAB X OCCUR CLAIMS -MADE S1324451 10/01/2017 10/01/2018 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED/ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y I N N I A WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ A A Sched Equipment Install Floater S1324451 S1324451 10/01/2017 10/01/2017 10101/2018 10/01/2018 Forklift 15,000 Limit 75,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Contractor License #CBC1251102 CERTIFICATE HOLDER CANCELLATION MIAMI-1 Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 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 REPRESENTATIVEN-213.1.414` . — O4.nti-. 1 ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City of North Miami each Community Development Division Business Tax Receipt 17050 NE 19 Avenue North Miami Beach, FL 33162 MAIL TO: ATLANTIC SHUTTERS, INC. 1970 NE 153 STREET 7 NORTH MIAMI BEACH,FL 33162 Thank you for choosing the City of North Miami Beach! You can now visit us on-line at www.citynmb.com or you can e-mail us at NMBBTR@citynmb.com The CO ds«a,, tiamiaeuh NL\'LL NoWMOie:tifi.11! THIS IS YOUR 2017-2018 BUSINESS TAX RECEIPT important Reminders: Business Tax Receipts expire September 30th of each year. You must submit all fees and documents (if applicable) prior to that date or you may be subject to delinquency fees, an additional Cost Collection Fee of $250.00, placement of a lien on the property, andlor involuntary shutdown of this business by the Police Department. You are required to notify the City, in writing: if there have been any changes in ownership, location, nature of business, any contact information, and/or when this business ceases operations. This is in order to ensure that you are not billed in error. Failure to notify this office of such changes may result in the assessment of penalty fees and collection activities. Have any more auestions? Our friendly staff is here to assist you by phone, (305) 948-2917, Monday -Friday from 8:30 a.m.- 5:00 p.m., or at our office Monday -Friday from 9:00 a.m.- 4:00 p.m. We would love to hear from you! *** T S IS NOT A ;:,ILL —!t0NOT PAY*** Please detach the below receipt and °splay he a conspicuous place. 2017-2018 City Of North Miami Beach USINESS TAX RECEI No.: 177196 - RENEWAL Acct No: 787401 DBA: ATLANTIC SHUTTERS, INC. Location: 1970 NE 153 STREET 7 NORTH MIAMI BEACH, FLORIDA Activity FACTORY: POWER MACHINES/6-10 PEOPLE OFFICE ONLY: CONTRACTOR Remarks: ALSO LOCATED AT: -BAY 6, 8, , 15, 16, 17, 18, 24, 25, 26, & Valid 10/01/2017 - 09/30/2018 Taxes: 291.50 Penalty Fee: 0.00 Credit: 0.00 TOTAL PAID: $ 291. 50 This receipt Is non -transferable without City approval and is only valid at the location(s) listed herein 27 NLVUi;NowMoreBeautiful Robbin Residence 810 NE 100 Street Miami Shores, FL. 33138 Mean Roof 20' Peak Roof 22' Pos 44.8 Neg -60.0 x 33" x 80" 143"x81" 2 x FD x I x Ws i - 23 3 Miarni Shores Village PP ROVrrn - n F3Y DATE ‘‘) 1 11 I Al I FMI-fN_ ) I A 1I(1N x x x • • • . • •• • •••.•• •. • • • • •••• • • •• • • • •••• • • • 0 • • • • • •••• •• • • • • • • • • •••• • •• • •• x • x. • • • •• 1• •.•• • ♦ . • • • • • • • • •• • • • • • • • • •• • ••• • • • x AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CLADDING WIND STANDARD: ASCE 7-10. FBC 2010/ 2014 EDITION FOR IMPACT RESISTANT SHUTTERS OR WINDOWS WITH SHUTTERS County: Miami Dade Wind Speed: 175 MPH Risk Category: I1 Exposure Category: C Tributary Area: 10 FT' Roof Slope: >10° 1. Client: Atlantic Shutters, Inc. 2. Project Name: Robbin Residence 3. Project Address: 810 NE 100 Street Miami Shores Florida City State 4. Building Height: 20' (See Figure 1 above) For building equal or less than 40 feet high Mean roof height Maximum Design Load (PSF). EXT. (+) INT. (-) ❑ 15 40.1 53.7 1� 25 44.8 60.0 ❑ 30 46.2 61.9 ❑ 35 47.7 63.8 ❑ 40 49.1 65.7 33138 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, forthat portion of ASCE 7-10 set forth'herein). ZIP • • .• • . (Residdntiar,rojects' Only) .. • ... • • . t yiy�y Ai;,t • • r , •. Iy;J. JAVAD AHM , P.E. -. FL # 70592 —_ EB C.A.N. #3538 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I maw afceng.com I alfarooq)..afceng.com • • . . • • . • . • • ••• • • • ••• •• •• •• •• • •• •• • •. • •• •• •• •• • • • •• . • • •• •••• •• • •• • • • •• •• • •• •• • ••• • •• •• • • ••• Miami Shores Building D4Aa f frig„ • • ••• •• • • •• • • • Penn it No. rrouuei .z-vppruvai aa:urvuusc r VV...p....ova. �.....a .. �,_.--- ---- Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Rlullion Required impact Yes / No_. ID or Door or Mullion Number .. • i)esigp Prg4sure _ _ Aressure Size Yes / No Yes / No • • i • Y+1:S` (.•) SF:. (AP1.I'SF (-1 PSF 1 -0°D P 131s7 : .:Lir.4 i-at.ct yq•e -tf).3 3-3 xr,--, 7- ett'on mot, - Aee .. • k . .i . . .•. .. 1 3 S4 7 N : OC'a t'V•.• Tow ; ,ountry NDUSTRIES Wholesale Aluminum and Building Products A Division of ABC Suppy Co., inc. • ... Product Approval Authorization Form„.:(LAV. To whom it may concern: Town & Country Industries hereby authorizes : . . . . . .... .. . • . • • • • •••• • .. • .. • • • • • ........ .. • • • • • • • • • • • ..• ••• • • • .. To use our 6.8/SL /HR Accordion Shutter Systems product approval # FL13757 on the following jobsite \, ' Address: ci`' 1 v (NE 160 54 l- II I4 A( ;i S t &p 3 3 k No deviations from the approved engineering are allowed without a Florida professional engineer's signature and seal. All appropriate county codes apply. This form is not valid without a raised seal and authorized signature. Town & Cot y authorized representative: . Florida Building Code Online Page 1 of 2 41 BCIS Home ? Log In 1 User Registration i Hot Topics Submit Surcharge Stets & Facts Publications j FBC Staff ? BCIS Site Map i Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL13757-R5 Revision 2014 Approved Product Manufacturer Town and Country Industries, Address/Phone/Email Authorized Signature 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Frank Bennardo frank@engexp.com Technical Representative Thomas B. Johnston Address/Phone/Email Quality Assurance Representative Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Category Shutters Subcategory Accordion • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • e • •• • • • • • • • • • • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. iJi Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13757 R5 COI indet) 2.pdf FL13757 R5 COI Indep FL13757 R5 COI Indep.pdf Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 h+tn: //wrvw. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 1/12/2017 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2.pdf FL13757 R5 Equiv Equiv 3.pdf FL13757 R5 Equiv Equiv.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Produ 04/21/2015 04/29/2015 05/06/2015 06/22/2015 F Model, Number or Name • Description • 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant grFsrdiin Shutter SYs#em 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 use. Installation Instructions • i • • • • FL13757 R5 1I Dwq.pdf ...I' • • Verified By: Frank L. Bennardo, IS .�.E0046549 Created by Independent Thiril t'iirt)! Wes • • • • • Evaluation Reports 000, • • • FL13757 R5 AE Eval.pdf • • • • • Created by Independent Thid?arty: i'es • • • •• •• •••• 13757.2 6.8 Streamline Shutter Large Missile Impact ResistanlAccordjpn 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 use. Installation Instructions • • • FL13757 R5 1I Dwq 2.pdf • • • • •• Verified By: Frank L. Bennardo, P.E. PE0046549 • Created by Independent Third Party: Yes • • Evaluation Reports FL13757 R5 AE Eval 2.pclf 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 and wind 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 R5 II Dwq 3.pdf Verified By: Frank L. Bennardo PE-0046549 Created by Independent Third Party: Yes Evaluation Reports FL13757 R5 AE Eval 3.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. Copyright 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: Credit Card 'Safe. SACF1I1 _ Af£T A • • • •�••••• • • • ••• • • • •••• • • • • • • http://wwwf1oridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvgk7yHMuovb... 1 / 12/2017 ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT 4/2/2015 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: FL13757.1-R5 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 ofthe•Florida•' Department of Business and Professional Regulation (Florida Building Commission) IruiMaptert1C24r 3.005, 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 BuiidingF& a ifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation bt this product shall be required following pertinent Florida Building Code modifications er i;criilions. •• Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2338 titled "6.8 Accordion Shutter", sheets 1-13, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s) #0353-1102-07 by Hurricane Test Laboratory LLC (HTL) and test report #98-016 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 by Hurricane Test Laboratory LLC (HTL) and test report #03-024 by Construction Testing Corporation (CTC). • STRUCTURAL ENGINEERING CALCULATIONS/ 4V.. SEN#j Structural engineering calculations have been prepared d evaluate the, product based on comparative and/or ratiVait ; \ iginaf.E g neer's Seal Valid for analysis to qualify the following design criteria: �0 �S5{j es'. 1 through 2 1. Maximum Allowable Spans = �... 2. Maximum Allowable Design Pressur s * • d s +y,, s/:p�• �f iJ fr .tr. 3. Minimum Glass Separation 4. Anchor Spacing 5. Anchor Capacity ATE .ran ' ennardo, P.E. fAlat.11146549 C.A. #9885 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 3'3442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM '1 ENGINEERING EXPRESS' 4/2/2015 Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2 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 •••• • • • • • • • • IS • • •• • • •• • • • • • • • • The product listed above shall be installed in strict compliance with the Product Evaluati 1 o'cument (i.• �. engineering drawing), along with all components noted therein. •' The product components shall be of the material specified in the Product Evaluation Dosw w t (i.e.• • • • • • • • engineering drawing). • • • • • • • • • • • • • • . • •• • • • • • • • Limitations & Conditions of Use: • •• •• • •' •• • ••• • • • • Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering • drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAx: 954-354-0443 WWW.ENGEXP.COM 04/17/2015.340am ALLOWABLE TABLE 1 SPAN SCHEDULE FOR USE WITHIN THE HVHZ DESIGN WIND LOAD(PSF) HVHZ POSITIVE WIND LOAD WLTH UNIMATE O HVHZ POSITIVE WIND LOAD WITH CENTERMATES 28 OR 31 & az OR®& Q HVHZ NEGATIVE WIND LOAD ALL CONDITIONS"'MOUMOUNTING 23.9 156" 156" 156" 25.0 164" 156" 156" 30.0 147" 156" 156" 35.0 142" 150" 156" 40.0 13T' 145" 156" D 33 14i" 156" 1.0 13T' 156" 128" 134" 155" 8D.0 124" 131"48") 65.0 121" 129" 143" 70.0 119" 126" 137" 75.0 117" 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.) 29.3 158" 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" 40 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" 60 80" 3.0" 1.1" r99" 3.0" j 1.7" -108" 3.0" 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" 2.2" 131" 5.7" 3.5" 70 60" 3.0" 1.2" 84" 3.0" 1.5" 09" 3.0" 2.0" 126" 5.7" 3.5" 60" 3.0" 1.2" 84" 3.0" 1.7" 90 99" 3.0" 2.3" 118" 3.5" 3.5" 60" 3.0" 1.3" 84" 3.0" 1.8" 110 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 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 IMND NEGATIVE WIND LOAD LOAD ALL MOUNTING (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 88" 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 SPAN SCHEDULE ASTM ESSENTIAL FACILITIES ONLY POSITIVE DESIGN PRESSURE (PSF) SHUTTER SPAN MINIMUM SEPARATION FROM INSTALLATIONS 530'ABOVE GRADE QN.) GLASS INSTALLATIONS >30'ABOVE GRADE (IN,) 30 60" 3.1" 1.1" 99" 31" 1.4" J 120" 3.1" 1.9" 158" 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" 156" 5.8" 5. 2" 60 60" 3.1" 1.1" 99" 3.1" 18" 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" 3.8" 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" 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. • •• .\•444•/11■/////.. b "M q9 • • • • •••• f OF lift, ez • z�° ��V az a•, frog Z o0 a. �uW�. N09 rcZ _I_i.>oz EL Cr' ...1 0 CI • • • • a • • • -• • • • • ••• a• •• • •• • • • • • • y,v� 81 ••• *nala c •••En cnT • 015 & • --Jig < • • C1 • LL •• N 0 0 0 m u. m 6. m LL Y �a 0) t U 0 8 U i'Jij COPYRIGHT FRANK LBERNARDOP.E 15-2338 SCALE: PAGE DESCRIPTION: ••• • • • •••••• • 1• • ••• •• • t • • • • • • • ••• • c • • • • • • • i/ • •• • :• • •• • �NII llu.,: CV a GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 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 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE, FL MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS 201, 202 & 203 FLORIDA BUILDING CODE APPROVED 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" O 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 I M zw . a. a► v, ¢ rr LI EY wCI w w w VARIES — NO LIMIT to -SECTION LOCKING MECHANISM. SEE TYPICAL P TYPICAL ACCORDION SHUTTER ELEVATION T.S. I TOP TRACK PLAN VIEW BOTTOM TRACK • •1 •• •• • •. .• •. . • • . • • '•• •••• • .• • • • • * .. • • • • • • • • • • • • tZs = ems tr),-5 Esarlt. • • • ri •,n • m •• ti • •a p•o O M �•M aO.. Z9 �• a O tuo 5 0 0 ✓ E F 0 Y V rc W Z N co LL 0 0, a LL Y N COPYRIGHT FRAM( L BENNAROOP.E 15-2338 SCALE: 1 PAGE DESCRIPTION: 13 .• • • • • • • • •.• • • • • ••• • • J cci LL N 6i h 0 In . N 2.874" .115" .100" 1.825" 1,708" 100" .195" 062" 62" Li4 '1., 971" a011211111ami, 62' WALL SCALE: HALF SIZ .588 .600 a ,o in .0 0 2.655" 621' 2.300" SILL SCALE: HALF SIZE .258" .030R 4.603" 4.140" PROJECTION VARIES BUILD OUT WALL SCALE: HALF SIZE � HEAVY 2-LEG WALL SCALE: HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES 117-11119 .400" • .250" .297" 13 TYP. 6.8 SLAT/BLADE SCALE: HALF SIZE 4,510" 4.102" {.054" .2� .875" .060 105" TYP. 3.635" 30.225' .043" .150R 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF SIZE 1.230' .314" 325'= .0 co In (U 0 0) N cu 2.655' J,.1:.831, 621' 1,069' 1.825' .510' ��.105' _L 1.985' 2.195' kI Og EXTENDED SILL SCALE: HALF SIZE 3.410' 1.721' .133' .310' 630' .062'¢ a) Cu o� CO o in .080' cu eCEILING HEADER/SILL SCALE: HALF SIZE 0 0 If) (U • .143' .875' OLITE 2-LEG WALL SCALE: HALF SIZE ARE OPTIONAL ON. 2.195' 1.230' "i .105' TYP \ J J 'n In c) 0) (11 4.510' t 1.994" OHEAVY HEADER/SILL SCALE: HALF SIZE ALL EXTRUSIONS 0 EXTENDED SILL ADAPTOR MID SILL SCALE: HALF SIZE SCALE: HALF SIZE 1.994' H 143',,. 1,708' 630' 2.822' 16 RADIUS CEILING HEADER/SILL N SCALE: HALF SIZE 0.080' 0.115' 0,096' .180' .420' g WALL SILL CLIP SCALE: HALF SIZE .100' 1,908' 1,708' .195' cu .r fU '.0 0 • LITE HEADER/SILL •• SCALE: HALF SIZE 2.365' .895' _ ll, v) In N Q N E 18 4.510' N • 0 MID SELL ADAPTOR SCALE: HALF SIZE WALL SILL SCALE: HALF SIZE • • .••• • Tar, • z • Vic. -- ,1..0 w Fe QWu U, io r(0� Z oQ IN rca ,-f .J w' ' z p. • • Q . • ••• ,ten LL • < • • • • •• • • • •. 1 • •.,: • :n •. • .••• • • • • •• Co zg: c .y` 7),.I: c tr a Es.....:::11 • •.••m a ,� ••• rya • nI CO-' U O W p � 0 0 15-2338 SCALE: PAGE DESCRIPTION: 13 • • •. • • r- 1 04/17/2015 - 9:40am .443' 1.084' 1,068' 3,443' • ni .t.125' 5'• MAX. 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) YLON BUSHING / WASHFR: 7/16" ' @ INTERIOR JO 16"0 x 1" @ INTERIOR JOINT BO 'M ITHER CAN BE USED ON. EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE 1,110' .443 • CU 0 2003 6.8 CENTER MAT SCALE HALE SIZE Inn 0'. 0! h .090' .239' .496' 5.500' x 13/16' WIDE 1 DELTA MODEL 2022 INDUSTRIAL SYSTEMS 35 BOX LOCK SCALE: HALF SIZE .623' O 1 1 1.758' • D3 O • o• 30 UNIMATE LOCK SCALE: HALF SIZE .188' TYP. SECTION A RECESS SILL SCALE: HALF SIZE #10-24 THUMB SCREW FOR USE WITH ® AND Ca ONLY 21 SLIDE ROD SCALE: HALF SIZE rt .250' 26 BOX CENTER INSERT SCALE: HALF SIZE .236' • o (U 1.978' .160'1062' N 0 MALE BOX CENTER SCALE. HALF SIZE 7/16"0 STAINLESS STEEL NUT 5/16"0: INTERNAL THREAD WDER COATED, ZINC DIE -CA 36 T-LOCK ADAPTER (OPTIONAL) SCALE: HALF SIZE m 2.750' 27 RAINGUARD SCALE: HALF SIZE 2.125' STAINLESS STEEL ASSEMBLY Blh200 HOLE NYLON 1.100" WHEEL TYP, A .240" Y OTHER DE JOINT AT ROLLER ASSEMBLY SCALE: HALF SI .222'44 32 FEMALE BOX CENTER SCALE: HALF SIZE N CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED NOTE: MAY BE KEY TURN 1• INSIDE. 23 BRASS PUSH LOCK SCALE: HALF SIZE HUMB 4.000' Cipt DECORATIVE FLOOR TRACK SCALE: HALF SIZE .125".125" in Lrt 33 OUTSIDE CENTER MATE SCALE: HALF SIZE HEAD STYLE VARIES 38 THUMB SCREW SCALE: FULL SIZE ,250'“ 1 4-20x1 OR 5 16-18x1 MACHINE SCREW STAINLESS STEEL T-SCREW INSERT SCALE: FULL SIZE 7.000' (1) 2X7 ANGLE SCALE: HALF SIZE • 0 0 0 N i W • O' n .190" 44,.125" 34 INSIDE CENTER MATE SCALE: HALF SIZE 40c o•' 1'- n (u m fU • •DD • 0 M \ NOTE: ATTACHMENT SCREWS FOR END STRIPS SHALL BE #1O TORX OR PHILLIPS DRIVE SCREWS, HAND -TIGHTENED ONLY. • In M �C, 1,050' a Cal .254' .1•4, .125' 10) END STRIP 1" 2" & 3" EXT SCALE: HALF SIZE • ••, •• •• •1 • • • • • • • I • • •• • • • • • •• • •• ri •—._ •In • • • • rn "' •• 11 N_ M51 ^d NO Ag Vtg O O . Z tg F 180 up COPYRIGHT FRANK L BEN'NARDO P.E 15-2338 SCALE: - I - PAGE DESCRIPTION: U3 l •. • • • • . • • • • • 0 I 0 014 Florida BId J LL 0 chi oi V) FASTENER @ 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). EMBED. EDGF DIST. 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 8E 3/8" MAX WIDTH, UP TO 1" HEIGHT. - EXISTING GLASS (INTERIOR) 6.80" (TYP.) EXT TYPICAL PLAN VIEW SCALE: 3" = 1'—O" USE (1) BRASS PUSH LOCK OR 1) 5/16-18 THUMBSCREW INTO THREADED INSERT �) AT 1/3 SPAN TO 2/33--'' 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 EDGE DIST. -EDGE DIST. EMBED ALT. DR OF ANGL CTION LEG I I 1/4-20x1 THUMBSCREW INTO THREADED HOLE. LOCATED @ 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" (OU TSIDE) `—SILL TYPICAL INSIDE CORNER CLOSURE DETAILS WO/CORNER POST NTS .rHn al WIW"03'- M . 0.062" THICK 6063—T6 UM. ANGLE 1" x 1" MIN. 0 2" x 5" MAX. (ANGLE LEG AY BE REVERSED) ASTENER @ 18" O.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" O.C. irdiXS.M I I I rAQ d #111 I I TO & BOTTOM LOCKING DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS END STRIP SCHEDULE PSF SPAN 1" 810 (2.7") 62 108" 082 722 94" 10080"" 11 132 75" 2" WO (3 7") 62 95" 72 88" 82 83" 3" B/O (4.7') 62 86" Gs82 74" 1.5"x3" 45 93" x0.093" 52 87" ANGLE 57 83" 80 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" 64 121" 70 116" 73 114" FOR GREATER SPANS OR LOADS THAN SHOWN 1N END STRIP SCHEDULE, END STRIPS REQUIRE A 1'X3` .090" CUP ANGLE MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE h #14x3/4" TER SCREW OR 111-20 BOLT TO END STRIP. 1/4-20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER SCALE: 3" = 1'-0" ALTERNATE END STRIP DETAIL SCALE: 3" = 1'-0" EXISTING GLASS ASSEMBLY (EXTERIOR) ECEIVING HOLE SHALL BE 3/8" TMAX" H UP HEIGHT. SEE ENO STRIP SCHEOULE 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. USE (1) BRASS PUSH LOCK OR (1) 5/16-18 THUMB SCREW 1p� 0 THREADED INSERT (3'7) AT 1/3 SPAN TO 2/3 SYY''AN FROM BOTTOM OF SHUTTER (INSIDE) S17 r ;I:Al 0 w VD ®® (OUTSIDE) USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1'-0" z 40, 04 414 11. • • • • .,•� 8 • •• • • • •r., • •. •• . • • •'" •I •• ••1 • J •r •••• CI) CO • • • uttS•_ • • �� E • m •••• j•g,¢,4 J m Q ZW yw p ✓ E :• • • •• • • • • • • I.•• •I-- 6'' ar.: p�. i 0 L•S -- X w5d •; jU aa"O< cr0 Zoo NOc2 elJ� u Z °: z ••• • L x 0 m u- m IL COPYRIGHT FRAM(L BERNARDO P.E. 15-2338 SCALE: PAGE DESCRIPTION: •. • . • m 9 U U. 0 N J k W v D LL a 4 0 a 2 FASTENERS EACH ANGLE 1" x 2" x 1/8" OR 2" x 2" x 1/8" ALUM. ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS, TABLE A (CC3) PRESSURE VS ALLOWABLE LENGTH PSF 2"x2"x 8" No 8/0 3 x3 8H�/08° No 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" O.C. OR 1/4-20 NUT & BOLT (TYP.). ALUM. TUBE 8063-T6 ALLOY SEE TABLE B FOR SIZE. 1" x 2" x .093 ' 6063-T6 ALUM. ANGLE. TYP ALUM. TUBE 6063-T6 ALLOY SEE TABLE A FOR SIZE. 3/16"4 ALUM. POP RIVET OR #12 SMS @ 18" 0.C. ITYP.} MAY USE MALE OR FEMALE LOCK -SLAT} TYPICAL CORNER CLOSURE DETAILS NTS TABLE B (CC4) PRESSURE VS ALLOWABLE LENGTH 2"x2"x1/8" 3.5.6"x18" PSF WITH B/0 WITH /0 62 113' 166' 72 107° 157" 82 101" 147" 92 95" 139' 102 90' 132' 120 83' 122" 150 74° 109° 200 64° 44° 3/16"4' ALUM. POP RIVET OR #12 SMS @ 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" x 2" x 1/8" ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT) 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 ASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2"x2"x .090" 6063-T6 ALUM. TUBE TYP. 2" x 5" x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. N fgg (INSIDE GLASS OR DOOR #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, (OUTSIDE) SIDE CLOSURE OPTIONS SCALE: 3" = 1'-0" 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 / GLASS OR DOOR -- 4.. TABLE C '94 ri' ALLOWABLE SPA-' r/t/.41 it\ ....... ., SCHEDULE FOR BUILDOUT MOUNT W '�; (DETAIL F) l7 I/1 11 wo MAX SHUTTER SPAN MAX DESIGN PRESSURE 125 IN. +/-30.1 PSF 121 IN. +/-31.1 PSF 1181N. +/-31.9 PSF 1151N. +/-32.7 PSF 112 IN. +/-33.6 PSF 110IN. +/-34.2 PSF 1071N. 4/-35.2 PSF 105 IN. +/-35.9 PSF 103 IN. + /.365 PSF 1011N. +/-37-3 PSF 99 IN. 95 IN. 92IN. 89 IN. 861N. 831N. 81IN. 78 IN. 76 IN. 74 I N. 72 IN. 70 IN. 68 I N. 66 IN. SEEXT:'f 4 & FOR WIZ ISEE TABLE 2 �r 5 • I p TO GLASS J Lti *IIILC ; �x�:ir�F1�i, "` II`: °6 M �o +/-38.0 PSF +/-39.6 PSF +/-40.9 PSF +/-42.3 PSF +/-43.8 PSF +/-45.4 PSF +/-465 PSF +/-48.3 PSF +/-49.5 PSF +/-50.9 PSF + /-52.3 PSF + /-53.8 PSF 455.4 PSF +/-57.0 PSF C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING w h f- X 4 E C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING EE INSIDE SILL MOUNT SECTION SCALE : 3"= 1'- 0" grit EMBED. XISTING STRUCTURE Syr �:T�141 SE 1:1-4 & FOR H MZ Ott mat Z FOR MIN. SEPARATION TO GLASS ==J / 2" x 2" x1.125" 6063-T6 ALUM. TUBE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4-20 MACHINE BOLT : W/NUT (al 12" O.C. OF€ *' *14 SMS (al 6" 0.C. `; (TYP. TOP & BOTTOM£ IP• it` ui -J 7 0 =m ua O Z D. _1 tR J m wH 1•- h 7 VI 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) - 14x3/4" SMS @ 9" O.C. ANGLE TO TUBE CONNECTION Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE : 3"= 1'- 0" ACCORDION SHUTTER PER PRODUCT APPROVAL 1/2" MIN. 2" x3 xYYe"x CONTINUOUS OR 2" x 2" x 34" x CONTINUOUS 6061-T6 ALUMINUM ANGLE 2" ANGLE FASTENED TO EXISTING 3 KSI CONCRETE HOST STRUCTURE WITH S44'0 ELCO ULTRACONS AT 3 FROM ENDS AND 4" O.C. FOR BALANCE WITH 13/a' MIN EMBEDMENT AND 21i" MIN EDGE DISTANCE, STAGGERED WITH 3" MIN. SPACING, TYPO BUILDOUT MOUNT SCALE :NTS 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" O.C. FOR THE BALANCE EXISTING CONCRETE HOST STRUCTURE (3000 PSI MIN) SEE TABLE C FOR MAX SPAN AND PRESSURES • • • •• • • • • • • • •. • • • • • • • • " COPYRIGHT FRANK L BENNARDD P-E 15-2338 SCALE: 1 PAGE DESCRIPTION: • m 4 0 0 0 J • LL • 0) ry 0 GLASS OR DOOR 1/4"-20 THRU BOLT W/ LOCK NUT @ 12" O.C. OR #12 x 1/2" SMS (al 12" O.C. E.S. OR 3/16" 0 ALUM. POP RIVETS @ 6" O.C. E.S. OR 1/4"0 ALUM. POP RIVETS @ 12" O,C. E.S. ®9 AND ASSEMBLY W w W FOR ASTM ESSENTIAL A SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS HF �971:i 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/2" TYP. EXISTING CONCRETE, BLOCK OR WOOD FRAMING EDGE DIST. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER /—; " (TYP.) TYP. BOTTOM GLASS OR DOOR 1/4-20 S.S. MACHINE SCREW & NUT @ 12" O.C. N i OR 3" x 3" x 1/4" CONT. CD63-T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) 3 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 0 INSIDE MOUNT SECTION SCALE : 3"= 1'- 0" EMBED. GLASS OR DOOR #12 x 1/2" SMS @ 12" O.C. OR 3/16"0 ALUM, POP RIVETS @ 6" O.C. OR 1/4"0 ALUM. POP RIVETS @ 12" O.C. 11 AND 02 ASSEMBLY ❑ w w FOR ASTI4 ESSENTIAL FACILITIES E TABLE 4 I &FORHWZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS I I �� 1 1/ pi I 1 �U s��,1/2" TYP. GUIDE T - - WASHER (TYP.) ��i,�4,rD STE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX. FROM PIN EXISTING CONCRETE BLOCK OR WOOD FRAMI 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN 4 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 ®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" FSSS E ABLE 11 & FOR HVHZ��{ SEETABLE2 SEPA 1 TO GLASS ®WALL MOUNT SECTION SCALE : 3"= 1'- 0" 1/4" MAX. FROM ' IN G GUIDE TO BUSHF WASHER (TYP.) EXISTING CONC BLOCK OR WOO FRAMING 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 w GLASS OR DOOR #12 x 1/2" SMS @ 12" O.C. OR 3/16"0 ALUM. POP RIVETS @ 6" OR 1/4"0 RIVE A . POP @ 12" O.C. O7 AND ASSEMBLY 0 W w EXISTING CONCRE BLOCK OR WOOD FRAMING #12 x 1/2" SMS @ 12" .C. OR 3/16"0 ALUM. VETS@6"O.C. OR1/4 M.P'' RIVETS @ 12' •. . IN W 0 w GLASS OR DOOR --- 0 w 0 w Cl• CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING EXISTING CONCRETE, BLOCK OR W000 FRAMING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN 1/2" GUIDE TO BUSHING TYP. WASHER (TYP.) 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WIT SCALE : Ca 4 CONNECTION TYP REFERENCE ANCHO SCHEDULE FOR MA SPACING AS SHOW IN DIAGRAM ON PG. 1 / INSIDE MOUNT SECTION XISTING STRUCTURE 5" MAX. FOR ASIM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HWZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS 0 ; e 1/4" MAX. FROM PIN . • GUIDE TO BUSHING • • • WASHER (TYP.) •••• 19 • • • 40,fffffffffffffl� 1/4-20 MACHINE 8 T W/NUT @ 12" 0.C. #14 SMS @ 6" 0.C.3'X' (TYP. TOP & 80TT0-1)„.0i mei. I,h W I-w Fm =vi =ZU'- � J0aF- v� z jUwd aQ cm�zo0 tL NL)' ;r¢ � cWi Z a3• •m U re in pwe •• z ,o t1• -•• •k ,• • • u, • • 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMBED. BUILD OUT MOUNT SECTION SCALE : 3"= 1'- 0" w GLASS OR 000R EM EXISTING STRUCTURE CONNECTION TYPE W/ EXTRU ON ONNECTION TYPE W/ EXTRUSI ERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2'. pWI.IIr J FOR An1M A AACIUTI S & FOR HVHZ J TABI F 2 FOR MIN. SEPARATION �GLASS 4w1/2.. I. 1 1/4" MAX. FROM PIN GUIDE TO BUSHING I OJRO WASHER (TYP.) CONNECTION TYPE W/ EXTRUSION #2 4,1011V •NNECTION TYPE W/ EXTRUSION #1 RENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING 7 oR® WALL/ UILD OUT N SCALE : 3"= 1'- 0" • • • • ••,s • ••ir; ••M • vial tea$ •• • 04f`° cn CZ m 2 co as 0 111 ti • • • • FRAM( L BERNARDO P.E. 15-2338 SCALE: PAGE DESCRIPTION: 13 •• • •• • • • • • • • e• • • • • is! a m 1 0 `o m csa 0 GLASS OR DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR H4HZ SEE TABLE 2 --OR MIN. SEPARATION TO J GLASS 13 0 aa= W(JU h U V! Qz Xtn� a l7 F- zD J EMB. "T' PLYWOOD & STUCCO FINISH 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 in SPACING AND 3" MIN EDGE DISTANCE. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 3" MIN. - ED. DIST. TWO 1/4"0+ WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS 14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1"x4"x.125" 6063-T6 ALUM. TUBE THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTION SCALE : 3"= 1'- 0" FOR AS1M ESSENTIAL FACILITIES SEE TABLE 4 & FOR WIZ Z 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 Q PASS THRU DETAIL SCALE : 3"= 1'- 0" y ri-tr 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 0 I in z a a rr1-ALT. LEG DIRECTION f (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE PER SPAN TUBE SCHEDULE OR ASTM ESSENTIAL FACILITIES SEE TABLE 4 & FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO CLASS 1/4"9 THRU BOLTS SEE BEAM SCHEDULE FOR EQUIREO NUMBER (2) 6063-T6 ALUMINUM ANGLES PER BEAM END, SIZE PER SPAN TUBE SCHEDULE ALT. LEG DIRECTION EMBED. 1/4-20 MACHINE BOLT W/NUT @12"O,COR #14 x 3/4" SMS 6" 0.C. SPAN TUBE PER DESIGN SCHEDULE SPAN TUBE SCHEDULE •.-. ,Q TUBE SIZE SHUTTER SPAN ALLOWABLE TUBE SPAN NUMBER OF THRU-BOLTS NUMBER OF ANCHORS PER ANGLE 4 MINIMUM AN �, LENGTH SS ' • TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE TOP TUBE BOTTOM TUBE 2 k5'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'k8"x 0.125" 60" 138.0" 196.9" 2 2 3 3 7" 7" 98" 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" 140.8" 229.9" 2 3 4 6 10" 18" 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"O.0 OR #14 x 3/4" SMS 6" O.C. ACCESS HOLE MAX. DESIGN LOAD = ± 72 PSF OBEAM SPAN SECTION SCALE : 3"= 1'- 0" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1 1/4" TILE (TYP.) FINISH MATERIAL 3/4" PLYWOOD 1/4"0 A325 GRADE THRU BOLT @ 7" O.C. OR 5/16"0 A325 GRADE THRU BOLT @ 12" O.C. GALV, OR S.S. 1/ 4"0 ELCO ULTRACON TO CONCRETE/CMU 5" O.C. W/1-1/4" MIN. EMB. OR 1/4"0 LAG SCREW @ 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 t 72 P.S.F.) EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. O.C. EXISTING FINISH MATERIAL 1" x 4" x 1/8" 6063-T6 ALUM. TUBE W/ THREE 1/4"H WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED / PENETR. "T" IN WOOD @r EACH RAFTER OF TRUSS 24" O.C. MAX. WHERE 1 TUBE EXTENDS BEYOND ` LAST TRUSS MORE THA 6", EXTEND TUBE TO NEXT TRUSS. 1/4-20 S.S. MACHINE SCREW dal 12" 0.C. IN BETWEEN TRUSSES WITH 1/2"0 ACCESS HOLE ON BACKSIDE OF TUBE OR #14 SMS @ 6" 0.C. MAX. IN BETWEEN 1/2' i 3" i 1/2' -1/2' -1/2' (MAX. DESIGN LOAD t 72 P.S.F.) 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 3. 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. w w TRUSS MOUNT SECTION SCALE : 3"= 1'- 0" 2" x 5" x 1/8" 6063-T6 ALUM. ANGLE W/ THREE 1/4"9 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN 6", EXTEND ANGLE TO NEXT TRUSS. r�EF[f lV !P E\ • 4 • • • 4 • • • •• • • • • •� • •• 1" •1 .. • •4 • • • •• •1 ••q_- (1) g • n ..8 • 113 11 • • al �°- $ 1• r� M.0 IT z5. ci36 a • • Esz •• J W • 0 • • rn 00 a•^ toLL oz Z o 3� 0n 0 1 N 0 0 0 0 k�b Y x 0 m w F_ sf�g, z Y iii 1 COPYRIGHT FRANX L BENNARDO P.E. 15-2338 SCALE: PAGE DESCRIPTION: 13 •` • • • • • • • • • • ••..•• • • • • 04/17/2015 - 940am GLASS OR DOOR GLASS OR DOOR FOR :• FA IT SEE r do FOR /HYH7 SEE TABLE 2 FOR MIN. SEPARATION TO GL .250"- 1/4"4 TAPCON (la 24" O.C. WITH 1-1/4" MIN. EMBED. EXISTING CONCRETE OR \'-• BLOCK ONLY. W000 \ FRAMING & WOOD ANCHORS 1 /// / 'TOT ACCEPTABLE '1 EDGE \ DIST. ®RECESS SILL DETAIL SCALE a 3"= 1'- 0" i 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TYP. BOTTOM ti MAX. SHUTTER JON U aZ Q .250"- vaj m a cco F- W D V)Q h =Z . 0 w a = Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING GLASS OR DOOR FOR ASTM ESSENTIAL FACILITIES SEE TABLE 4 8; FOR HVHZ SEE TABLE 2 FOR MIN. SEPARATION TO GLASS C6 CONNECTION TYPE REFERENCE ANCHOR o — SCHEDULE FOR MAX. MI O SPACING EXISTING HOST STRUCTURE ODECORATIVE FLOOR TRACK DETAIL SCALE : 3"= 1'-- 0" 1"x1"x1/8" & 1"x2"x1/B" 6063-T6 ALUM. ANGLE CUT TO MATCH SHUUPROVIDE T R EXTRUSIONS FRONT AND BACK. WHERE FRONT OF EXTRUSION IS CONTINUOUS ISNTEQIRD 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 V.21SCALE: 3' = 0 WALL SCALE MOUNT SILL so W h h In X .250"- EXISTING STRUCTURE RADIUS HEADER MOUNTED PARTIAL ELEVATION SCALE: 3' = I'-0" DETAILEXISTING FINISH 3"= 1'- 0" ATERIAL 1"x1"x1/B" & 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 ISO NOT REQUIEREINFORCEMENT 00 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 (-0-,TYP. 3" = 1'-0" ODR©CUT IN 4" INTERVALS TO FOR U (SEE DETAIL P1 (PjE FOR ADDITIONAL INFO). TYP. TOP & BOTTOM. FASTENER (al EACH 4" CUT SEE ANCHOR SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING STRUCTURE EXISTING FINISH MATERIAL 1/2" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) z z aa0' 8 t W r- Io < V/Nww 000 Z l I I o 0'i 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4-20 MACHINE BOLT W/ NUT ® 2" O.C. 14 CUT AT INTERVALS TQ.. ORM CURVE (SEE DETAIL �-C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER EACH 4" PIECE OCURVED TRACK SECTION DETAIL SCALE : 3"= 1'- 0" • • • •.• .•• ••• . •• •.• •• • • • • • '•''• ' • c v+ xx II j U W Qg c9 <o .Cm§ W og o �a 1 1 V W wM� m 1.0 3 J o w rn ww •- LL .••• • • • ,-i 1" m • J • u. a 0 8 c=i u, re LL Y z 2 w 5 LL z W d COPYRIGHT FRANK BENNARDO P.E 15-2338 SCALE: PAGE DESCRIPTION: J v co 6' 0. IL 0) 8 ANCHOR SCHEDULE: CONCRETE %' �� CONCRETE r\ MOST _. � 57RUG7. o 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 " ITW TAPCON OR ELC ULTRACON WITH 1-3/4" • EMBED (3192ps1 MIN CONC) ..,,,�� " 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 10.0" 13.0" 15.5" 16.0" 6.5" 6.0" 9.5" 9.0" 62 16.0" 16.0" 12.5" 12.0" 16.0" 14.5" 16.0" 16.0" 8.0" 7.0' 13.0" 0.0" 11.0" 10.0" 5.0" 4.0" 6.0" 7.0" - 2 16.0" 16.0" 10.0" 9.5" 16.0" 12.5" 15.5" 16.0" 6.5" 6.0" 9:5" 9.0" 9.0" 8.0" 4.0" f 5.0" 6.0" 110 14.5" 14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7.5" 4.0" % 4.5" 6.0" 7.5" 6.0" 5.0" 200 7.5" 6.0" lr� �f�/frl 5.0" 7.5" 6.0" Offfi�� %//�rf4, 5,0" 7.5" 6.0" r A 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" i� 4,5" 6.0" 6.5" 5.5" j 5,5" 200 6.5" 5.5" rlr�rrr�rr�ai,, 5.5" 6.5" 5.5" % , ,, rfr� 5.5" 6,5" 5.5" ���%,l/,�% 7j" � 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" 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 (3192ps1 MIN CONC) BED (3192psi MIN CONC) 1" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 CI C2 C3 C4 CS 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" j/ 9.5" 7 62 16.0" 16.0" 5.5" 5.5" 16.0" 6.0" 16,0" 16.0" V / 12.5" 4.0" 10.5" 9.5" 7 f� 6.0" ' 72 16.0" 16.0" 4.5" 4.5" 16.0" 5.0" 15.0" 15.5" // 9.5" j/ 9.0" 7.5" / ff� 4.5" 110 14.0" 14.0" % / 4 8.5" V 8.5" 7.5" f/ 4.5" � 7.0" 6.0" ff�ff/ 1 200 7.0" 6.0" • ' 7 / / 7.0" 6.0" % / 7.0" 6.0" / f f V 1/4" MILLENIUM MILLFAST WITH 1-3/4" EMBED (3275ps1 MIN CONCRETE) fl=carearan" 48 16.0" 16.0" 13.0" 13.0" 16.0" 13,5" 16.0" 16.0" 8.0" 7.5" 16,0" 9.5" 11.5" 11.5" 4.5" 4.0" 7.0" 6,5" 62 16.0" 16.0" 9.0" 8.5" 16.0" 10.5" 14.0" 15.0" 5.5" 5.0" 9.5" 7.5" 8.0" 7,5" % 4.5" 5.0" 72 16.0" 16.0" 7.5" 7.0" 16.0" 9.5" 11.5" 11.5" 4.5" 4.0" 7.0" 6.5" 6,5" 5.5" %/. 4,5" 110 10.5" 10.5" 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" »r y�� 4.0" 5,5" 4,5" • f 200 5.5" 4.5" lrrrr/irr�r ar rrri 5.5" 4.5" ��% r�ffff 5.5" 4.5" / r . % Y 1/4" ALL POINTS SOLID -SET ANCHOR W/ 7/8" EMBED & 1/4-20 SS MACHINE SCREW (3000psi MIN CONC) (-� imp 1-1/4" MIN EDGE DISTANCE I CI C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS 56 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" 6.5" 4.5" 6.0" 5.5" •f/�j 3.0" 3.0" 110 10.0" 10.0" 3,5" 3.0" 6.0"4.5" 6.0" 5.0" y3.5" 3.0" 3.0" 5.0" 4.0" %f/f%%,�%// 200 5,0" 4.0" 7ri�rrrrr�rr/rrrr�, d 5.0" 4.0" i/`�/// �%�fffi�r� A 5.0" 4.0" %1. 4r 'rr� �f A 1/ LL-POINTS SOLID- ET NCHOR W/ 7/8° EMBED 1/4-20 SS MACHINE SCR (3000ps1 MIN CONC) ,c62 �,y� •TIu 3" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 16.0" 16.0" 16.0" 16.0" 16,0" 16.0" 16.0" 16,0" 14.0" 1 " 16.0" 16.0" 16.0" 16.0" 8.5" 7.5" 11.0" 12.0" 16.0" 16,0" 16,0" 15.0" 16.0" 16.0" 16.0" 16,0" 10. 9.0" 5.0" 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" .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 (3000ps1 MIN CONC) 2-5/8" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 CI 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" 4 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"n jf / f / 6.0" `� 110 11.0" 11.0" 5.5" 5.0" 6.5" 8.5" 7.0" 6.0" % 6.0" j„ 5.5" V / ,/fff 5.0" 200 5.5" 7 , , 5.0" 5.5" ,/ari�S / 5.0" 5.5" V V i% l 5.0" 1/4" POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1" EMBED (3000psi MIN CONC) p{C -1 �t�l -� 3-1/2" MIN EDGE DISTANCE C1 C2 C3 C4 CS C6 CI 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" 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" 6.5" 110 12.0" 11.5" 6.0" 5.5" 7.0" 9.0" 7.5" 6:5" f 6,5" 6.0" 5.0" 5.5" 200 6.0" 5.0" 'ff�,f/ff//ff,(/ffd 5.5" 6.0" 5.0" 5.5" 6,0" 5.0" 5.5" #12 SMS W/2"EYEWALL ARMOR INSERT W/ 2" EMBED (2000ps1 MIN CONC) 2" MIN EDGE DISTANCE Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS 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" 9,5" 14.5" 15.0" 5.0" 4.5" 9.0" 6,5" 8.5" 7,5" 3.0" K 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" % 3.5" 3.5" 200 7.0" 5.5" frr ff////, 3,5" 3.5" 7.0" 5,5" %��! �/ 3.5" 3.5" 7.0" 5,5" 3.5" 3,5„ l#12 SMS W/ 2.75" EYEWALL 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" ARMOR INSERT W/ 2.5" 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" EMBED (2000ps�C) 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" x S (TYP.) 2 x S t OUTSIDE ANCHOR (SEE SPACING SECTION X) 1 x S INSIDE v OR (4) HEADER / SILL BOT. FLANGE ANCHOR (SEE SPACING SECTION X) SIDE CLOSEST TO OPENING NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE Q OR Q 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 COTTON 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. si• • • • • •• • •••••• • •• •. • • • • • • • • • • • r, • • •• • • • • N • s . t rub cf Nor .• 4• �_Ca • 0�r-0�, $ • E • i 5 o ) tr EiZerstda4;! o n LL • t] 0 0m 126 LL U 4•p r•a LLJ wcl 0 3 0 • E 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 x FINISHES. z 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS o 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 an 0. X N CO 0) h.5op O O` co X LL H 0 0, U J z m LL COPYRIGHT FRANK L BENNARDO P.E 15-2338 SCALE: 1 PAGE DESCRIPTION: 40 13 I • • • ••• • • • 4 • ANCHOR SCHEDULE: Nce O� x ANCHOR LOAD (psf) CONCRETE (CONT.) Spans Up To 6'-0" CONN TYPE Cl C2 C3 C4 C5 2-3/16" MIN EDGE DISTANCE Spans Up To 8'-8" CONN TYPE C6 C1 CZ C3 C4 C5 3•II�I7ai' 5/16" ITW TAPCON XL WITH 1-3/4" EMBED (2899ps1 MIN CONC) 5/16" ELCO ULTRACON WITH 1-3/4" EMBED (3500ps1 MIN CONC) 1/4° POWERS TAPPER+ W/ 1-3/4" EMBED (3000psi MIN CONC) 48 62 72 110 200 48 62 72 110 16.0" 16.0" 16.0" 16.0" 9.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 7.5" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.0" 8.5" 4.5" 16.0" 16.0" 16.0" 9.5" 200 48 62 72 110 200 9.5" C1 16.0" 16.0" 16.0" 10.0" 5.0" 8.0" C2 16.0" 16.0" 16.0" 10.0" 4.0" 5.0" C3 10.0" 7.0" 6,0" 16.0" 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" 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" 16.0" 16.0" 16.0" 12.0" 7.0" 16.0" 16.0" 16.0" 14.0" 8.5" C6 10.5" 8.0" 7.0" 4.5" 16.0" 16.0" 16.0" 10.5" 9.0" 16.0" 16.0" 16.0" 11.5" 9.5" 16.0" 16.0" 16.0" 9.0" 7.5" 16.0" 16.0" 16.0" 10.0" 8.0" 15.0" 10.5" 9.0" 5.5" 4.5" 16.0" 12.0" 10.0" 6.0" 5.0" 13,5" 9.5" 8.0" 4.5" 4.0" 15.5" 11.0" 9.0" 5.0" C6 C1 Spans Up To 13'-0" CONN TYPE C2 C3 C4 CS C6 Cl Spans Up To 6'-0" CONN TYPE C2 C3 C4 C5 3-1/8" MIN EDGE DISTANCE Spans Up To 8'-8" CONN TYPE C6 C1 C2 C3 C4 C5 16.0" 15.5" 11.5" 5.5" 4.5" 16.0" 16.0" 12.0" 6.0" 5.0" 16.0" 14.5" 12.5" 8.5" 7.0" 16.0" 16.0" 15.0" 10.0" 8.5" 1-1/2" MIN EDGE DISTANCE C1 16.0" 13.5" 11.0" 6.0" S.0" C2 C3 16.0" 6.0" 14.5" 4.5" 11.0" 5.5" 4.0" C4 6.0" 4.0" C5 C6 16.0" 7.0" 9.0" 5.5" 6.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK OD x�ii •LLOW CONCRETE BLOC, ANCHOR 1/4° ITW TAPCON WITH 1-1/4",EMBED E 1/4" ELCO ULTRACON WITH 1-1/4" EMBED 1/4° MILLENIUM MILLFAST ANCHOR WI 1-1/4" EMBED 1/4" ALL -POINTS SOLID -SET ANCHOR W/ 7/8° EMBED & 1/4-20 SS MACHINE SCREW +01 110 200 48 11.5" 62 9.0" 72 7.5" 110 4.0" 200 48 14.0" 62 72 110 200 10.5" 9.0" 5.0" / 1" MIN EDGE DISTANCE Spans Up To 8'-8" CONN TYPE CS C1 C2 C3 C4 5.0" 16.0" 13.0" 11.0" 9.0" 9.0" 16.0" 14.0" 11.5" 9.5" 9.5" C1 11.0" 7.5" 6.5" 5.0" 5.0" 16.0" 12.0" 9.5" 7.5" 7.5" 16.0" 13.0" 10.0" 8.0" 8.0" 9.0" 6.5" 5.5" 4.5" 4.5" 0.0" 7.5" 6.5" 5.0" 8.0" 5.5" 4.5" 4.0" 4.0" 9.0" 6.5" 5.5" 5.0" // 11.5" 7.5" 5.5" 4.5" 4.5" 12.0" 8.0" 6.0" 5.0" 5.0" 12.5" 10.0" 8.5" 7.0" 7.0" 15.0" 11.5" 10.0" 8.5" 8.5" 16.0" 16.0" 16.0" 16.0" 9.0" 16.0" 16.0" 16.0" 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" 16.0" 16.0" 16.0" 10.5" 10.5" 16.0" 16.0" 13.0" 7.5" 4,0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 12.0" 4.5" 7.5" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 9.0" 12.0" 15.5" 8.5" 5.5" ��Z� 5.0" 9.0" C2 C3 C4 C5 C6 '11.0" 7.0" 5.5" 4.0" 4.0" j/ A WA // / // //4 Spans Up To 13'-0" CONN TYPE C5 Cl C2 C3 C4 C5 C1 6.5" 5.0" Spans U CONN C2 C 10.5" 6. C1 16.0" 16.0" 16.0" 15.0" 7.5" p To 6'-0" TYPE 3 C4 511 C2 16.0" 16.0" 16.0" 15.0" C3 16,0" 12.5" 10.5" 6.0" C4 16.0" 12.0" 9.5" 5.5" 6.5" Yi%/i��� C5 C5 16.0" 16.0" 16.0" 9.0" 4.0" C6 16.0" 16,0" 16.0" 11.0" 9.0" 16.0" 16.0" 16.0" 12.5" 10.5" 16.0" 16.0" 16.0" 9.5" 7.5" 16.0" 16.0" 16.0" 11.0" 8.5" 15.0" 11.0" 9.0" 5.5" 4.5" 16.0" 13,0" 11.0" 6.5" 5.5" 16.0" 14.5" 12.5" 8.5" 5.0" 16.0" 16.0" 2-1/2" MIN EDGE DISTANCE C1 Spans Up To 8'-8" CONN TYPE C2 C3 C4 C C6 Spans Up To 13.-0" CONN IYPE 14.0" 9.5" 8.0" 4.5" 4.0" '16.0" 12.0" 9.5" 5.5" 16.0" 16.0" 12.0" 6.0" 4,5" 16.0" 16.0" 13.5" 6.5" 5.0" 16.0" 15.0" 13.0" 8.5" 7.5" 16.0" 16,0" 16.0" 10.5" 9.0" 16.0" 13.5" 11.5" 9.0" 9.0" 16.0" 15.5", 10.5" 10.5" 16.0" 12.5" 7.5" 16.0" 14.0" 8.5" 9.0" 6.5" 8.0" 7.0" 8,0" 5.0" 4.0" 9.5" 7.0" 6.0" 12.0" 4.5" 8.5" 7,0" 5.0" 10. OS 8.5" 7.5" 7.5" 16.0" 9.0" 5.0" 9.0" 3" MIN EDGE DISTANCE C2 16.0" 16.0" 16.0" 8.0" 6.5" C3 11.0" 8.0" 6.5" 4.0" 7 C4 10.0" 7.0" 6.0" C5 16.0" 13.5" 10.0" 5.0" 4.0" C6 13.0" 10.0" 9.0" 6.0" 5.0" Spans Up To 13'-0" CONN TYPE 5 Cl C2 C3 C4 C5 7.0" 3 5" 3.5" 7.0" 4.0" 4.0" w i a.v 4.� 4.0 a.0 �.0 �.� / 3.5" 3.0" /� 7 0" 7.0" 3.5" 3i0" 6.0" 4.0" 4.0" r4 / /// j/e,A, 47 • .7 .V X7 .7 7 V /AlEgenr 4V d' Z7 4.0" 5.0" CI. C2 C3 62 10.5" 10.5" 4.0" 72 9.0" 9.0" 3.0" 110 5.0" 5.0" 200 11.5" 8.0" 8.0" 6.5" W,v3AppF WiWi•V fi ; • /, r7/ 1-1/4" MIN EDGE DISTANCE 4.0" //r 11.5" 11.5" 6.0" 9.0" 9.0" 4.0" 4.0" 4.0" 11.5" 11.5" 6.0" / • 6.0" 11.5" 8.0" 8.0" 6.5" 4.5" 4.5" 9.0" 15.0" 10.5" 10.5" 5.5" 11.5" 7.5" 8.0" 4.5" 9.0" 6.0" 6.0" C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 CS Cl C2 C3 C4 16.0" 9.5" 9.5" 5/16° ITW TAPCON XL WITH 1-3/4" EMBED 48 62 C1 C2 C3 C4 3" MIN EDGE DISTANCE CS Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 16.0" CS 2" 16.0" 10.0" 6.0" MIN EDGE DISTANCE C2 C3 C4 4" MIN EDGE DISTANCE C2 C3 C4 CS Cl C2 C3 C4 C5 AAv/v A// • 4/ 4 • 16.0" 13.0" 16.0" 11.5" 11.5" 13.0" 8.0" 7.5" 6.0" 6.0" 8.5" 9.0" 4.5" 4.0" 5.5" 4.5" 4.5" 5.5" 10.0" 6.5" 7.0" 5/16" ELCO ULTRACON WITH 1-1/4" EMBED 110 200 1-9/16" MIN EDGE DISTANCE C3 C4 C5 Cl C2 C3 C4 3-1/8 4.0' " MIN EDGE DISTANCE C2 C3 C4 Cl C2 C3 C4 C5 CI. C2 C3 C4 C5 C1 C2 7.0" • 11.5" C2 16.0" 10.5" 8.5" 6.5" 6.5" C3 G4 6.5" 6.0" 5.0" 4.5" 6.5" C6 9.0" 7.0" 6.0" 5.0" ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. , I: Li: * 22.41;:t: 0 al • 11,1116 in • -J 1-1 • re I 11.1 Lkj dO Ph COPYRIGHT FRANK L HIRAM Pl. 15-2338 PAGE DESCRIPTION: 13 • • • • • • 12.0" 16.0" Spans Up To 6'-0" LOAD CONN TYPE (psf) Cl C2 C3 C4 48 7,5" 7.S" 3,0" 3.0" 7.5" 5.0" 5.0" / 5.0" 3.0" 3.0" / 10.5" 62 6.0" 6.0" /. 6.0" 3.5" 4.0" j,/ / 4 /,47/7 ' 72 5.0" 5.0"• 4.5" 3.0" 3.0" /7 4V��4' /' A% , i 0 a 04/17/2015- 9:41 am ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) HOST STRUCT. I ANCHOR LOAD (psf) 2" MIN EDGE DISTANCE Cl Spans Up To 6`-0" C5 CI Spans Up To 8'-8" C5 C1 Spans Up To 13'-0" CONN C2 TYPE C3 C4 CONN C2 TYPE C3 C4 CONN TYPE C2 C3 C4 C5 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 12.0" 12.0" 4.5" 4.5" 12,0" 7.5" 8.0" j 5.0" 4.5" 4.0" V / ,/ 72 0. I11=augafface. 1 4.0" 9.0" 6.0" 6.0" 110 " .5" jj#A� j ,/1 - A,/ 200 AV / i AV /- i / i7 % / % V #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" i 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 i2.5" 127..5" 5.0 4.5' 7.5" 7.5 3.0" 3.0y"�yy�4;5�" 4.5 / 3.5" �j� / 200 3.5" 3.0" '����!/ //���A 3.5" 3.0" %% / %�i�A 3.5" 3.0" %� A ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK HOST STRUCT, ANCHOR ( LOAD (psf) 4" MIN EDGE DISTANCE Cl Spans Up To 6`-0" C5 .C1 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 CONRETE BLOCK 5/16" ITW TAPCON XL W/ 2-1/4" MIN. EMBED I- 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 WI 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" j /�// / 6.0" /�, 62 16.D" 16.0" 9.5" 8.5" 16.0" 12.0" 12.5" 5.5" 5.0" 8.0" 6.5" 6.0" 72 16.0" 16.0" 7.5" 7.0" 14,0" 9.5" 9.5" ; 6.0" 5.5" // 110 8.5" 8.5" / 5.0" 5.5" A/r/ /�j / j 200 / / 7 /7 /V / X ' ,. X V f l #12 SMS W/ 2" EYEWALL ARMOR INSERT WI 2" EMBED 2" MIN EDGE DISTANCE Cl C2 C3 C4 C5 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" 15.5" 16.0" 5.0" 4.5" 10.5" 9.0" 8.0" 3.0" ' 5.0" 72 16.0" 16.0" 6.5" 6.0" 16.0" 12.5" 12.5" 4.0" 3.5" 7,5" 7.0" 6.5" 4.0" 110 11.5" 11.5" 4.0" 3.5" 7.0" 7.0" 6.0" / 3.5" 6.0" 5.0" ' % / / 3.0" 3.0" 200 6.0" 5.0" /��ir4 3.0" 6.0" % 5.0" 7j 3.0" 6.0" 5.0" ANCHOR SCHEDULE: WOOD (G=0.55) HOST STRUCT, ANCHOR LOAD (psi 3/4" 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 s`n,. 0 (� n0 O 3 . 1/4" LAG SCREW WITH 1-3/4' MIN THREAD PENETRATION 48 16.0" 16.0" 11.5" 11.5" 16.0" 16.0" 16.0" 7.5" 7.0" 16.0" 16.0" 16.0" 4.5" 4,5" 15.0" 62 16.0" 16.0" 8.5" 8.5" 16.0" 16.0" 16.0" 5.5" 5.5" 16.0" 16.0" 15.5" 3.5" 3.5" 9.5" 72 16.0" 16.0" 7.0" 7.0" 16.0" 16.0" 16.0" 4.5" 4.5" 15.0" 14.0" 12.5" 3.0" 3.0" 7.5" 110 16.0" 16.0" 4.5" 4.0" 13.5" 14.0" 12.0" 3.0" 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" 6.0" 200 11.5" 9.5" 2.5" 2,0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" 11,5" 9.5" 2.5" 2,0" 6.0" 7/16" WOOD BUSHING WITH 1.13" MIN EMBED & 1/4-20 SS MACHINE SCREW AV 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" % 2.0" 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" / 2.0" 3,5" 3.0" U y 5.0" 5.0" A200 12.% 3.5" 3.0" r/D,/�/�� ��, 3.5" 3.0" r//�Y/�/y�f 1 3.5" 3,0" #14 SMS, #14 W000 SCREW OR 1/4" POWERS TAPPER+ WITH 1-3/4" MIN THREAD PENETRATION -nagant=n0b. 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" 7.51 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" 1 4.5" ANCHOR SCHEDULE: WOOD (G=0.42) •• • HOST STRUCT. ANCHOR LOAD (psi 3/4" MIN EDGE DISTANCE • Cl Spans Up To 6'-0" C5 CL 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 N `r n 8 O 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" G A 3.5" 4.0" 4.0" 7.0" 200 7.5" 6.0" 2.0" /��/, 4.0" 7.5" 6.0" 2.0" �f�� 4.0" 7.5" 6.0" 2.0" #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" 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" r 2.5" 200 5.0" 4.5" 2.0" //�/ 2.5" 5.0" 4.5" 2.0" ///A 2.5" 5.0" 4.5" 2.0" 2.5" ANCHOR NOTES: SEE SHEET 10 FOR ANCHOR NOTES. ►hlIINH/N(ho 48,549, O. (! TA E OF 44.1411 3 4 n , jU W =a QQ U e is 4.',032 W o_ NC,p a z m ,-1 _J 3 u z 3IT 2 OW cl 41 Z�w • • • • • • • • •• • •• • lagB qi o >: • V) iliCb • E Emac:4 • • • • • • • • • • • • • • 1'. • n -J • L. • • N iI -J -J LL -J LL y vs CO h A U 3 ish ilv Z e COPYRIGHT' FRANK L BERNARDO P_E 15-2338 SCALE: PAGE DESCRIPTION: OF 1 2 • • • •••,••• • • • • • • •• • • • • N 0 0.125' 0.032" 0.196"7 45°,, 02.875" 0.125" 0.032" -� t-0.188" 03.250" LIGHT-N-VIEW WINDOW N.T.S. SABIC PLASTICS SLX1431T-UL-94HB r RECTANGULAR WINDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES O z 00 3.5" MIN., _ TYPICAL i i 1--1.5" 1.500° x 6.000" HOLE (TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) RECTANGULAR WINDOW ASSEMBLY BLADE W/ RECT. WINDOW N.T.S. EXTERIOR ELEV r ROUND WINDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES 2.875"0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY C> ROUND WINDOW ASSEMBLY BLADE W/ ROUND WINDOW N.T.S. EXTERIOR ELEV I--2.210" -� 0,145' fr1.210". 0 0 0 0.500" ] 0 145" 1 O A 0 f O 0.145" O 0 0 ni 0.355" 0.500" .--1.856° I-0.177" A 0 O 0 .161 .093" 1 N CI (EXT.) 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, TqP OR BOTTOM .020" .355' SECTION A -A RECTANGULAR WINDOW 118" DIA. (INT.) EDGE OF ACCORDION SHUTTER BLADES LIGHT-N-VIEW WINDOW N.T.S. 3.5" MIN TYPICAL 1.500" x 6.000" OLE (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. EXTERIOR ELEV • • • • • •4 • ••I• • ••, ••• • ,y • • • • 4,044 a�. •g O pcn • • ub d � • 5s i • • p U .f 3� O E [4;4 O 7 • • • • • •• `-' • • • N. M csa 0 co N 0 0 U LL LL u- LL Y ail 0 r, a 0 0 LC z 6 0 a3 COPYRIGHT FRANK I_ BENNARDO P.E 15-2338 SCALE: PAGE DESCRIPTION: • 1 • • • • • • • • • • • 1•• • • ••• • • n