Loading...
WS-16-2291 ws �%� h UI No Permit Miami Shores Village Permit TJ�Pw WlClt�O1f11� 1�ttets 10050 N.E.2nd Avenue NE ... �� Work"Cts1#icatron.Shutters,", Miami Shores,FL 33138-0000 8r��"A � Phone: (305)795-2204 ' ' ration:p� Ex i 17 .issue pate.812612016 Project Address Parcel Number Applicant 1496 NE 104 Street 1122320320340 Miami Shores, FL Block: Lot: LUIS ARIAS Owner Information Address Phone Cell LUIS ARIAS 1496 NE 104 Street (305)799-0529 MIAMI SHORES FL 33138- 1496 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,800.00 ATLANTIC SHUTTERS, INC 305-945-7277 _.. ., Total Sq Feet: 236 Type of Work:INSTALL ACCORDION HURRICANE SHUTTER Available Inspections: No of Openings:9 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-8-16-60986 DBPR Fee $2'85 08/15/2016 Check#:004543 $50.00 $161.10 DCA Fee $2.85 Education Surcharge $0.80 08/26/2016 Check*004555 $ 161.10 $0.00 Permit Fee $190.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $211.10 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. A, _ August 26,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 26,2016 1 Miami Shores Village T'I��� Building Department 5BY: 1 Z-16 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 r INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 261 BUILDING Master Permit No. �` PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1496 NE 104 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-032-0340 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):LUIS ARIAS/MARGARITA PEREZ Phone#:305-799-0529 Address: 1496 NE 104 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 State: FLORIDA Zip: 33162 Qualifier Name: KEVIN KENNEDY Phone#: 305-945-7277 State Certification or Registration#: CBC1251102 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$3,800.00 Square/Linear Footage of Work: 236 Type of Work: ❑ Addition X Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALL ACCORDIAN HURRICANE SHUTTERS - 9 OPENINGS Specify color of color thru tile: Submittal Fee$ 1 � 03 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ CjO Radon Fee$ DBPR$ - Notary$ Technology Fee$ O Training/Education Fee$ Double Fee$ J0 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ " ID (Revised02/24/2014) . r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature ItA 0 NE rAGEN CONTRACTOR The foregoing instrume t was acknowledged before me this The foregoing instrument was acknowledged before me this -1 /dray of�gy" 020 1 &0 .by �_day of t. `r 20 16 ,by LOtis i4rt a J ,who is personally known to ii\,r, Kq-,r t ,who is personallwk^nown to me or who has produced F.0 G as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: k\Adv. 174Q �eS�� Print: Seal: ;-Flr., 1MWAAAA BELSKIS Seal: ,1 IW A.BEIM ao �; i MY COMMISSION';EE 842514 MMISSION#EE 842514 ;y EXPIRES:October 29,2018 (�A a October 29,2016 Bonded ThN pubfie Undervxlters ���EXPIRES: Public UMWWr ter% :•••••off;, Yhhrtircrci..�; ruNet3�' APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ATLAMC SHUTTERS, INC. +L 1970 N E i53Pd tr t Suite 7*North Mtamt Beach,FL 33162 [meq L' 'I"ekiii j J4r`7477•Fax:(305),V45j1�131 �yy CBC1251102 C. I.t g NAME 1't.t'��.QS DATE q131 )(0 ADDRESS / E PH:HAA D 0S_-Z9 CITY 1/f 1� ,01, l 1"l`0 '� sTATE `L ZIP 33 3-e PH:WK. ) OPENING O ENING SIZE :twovd LOCK' DETAIL SPECIFIC PRODUCT S ITk( HEIGHT TRACK VO UNUSUAL OPENINGS S C' L4 0 (7 Z tuL t 3 <a Aam 3 T Lio '7 140 to g40 CA g =' Tal d: ali6 Firm INSTALL: YES :NO❑ FL( OFtt COLOR: ; H.O.A.:YES-[] NO fs_ DIAGR>4M.Q_`PROPER=.' PRICE $ 3 SALES TAX $ A ` PERMITS $ �G TOTAL CONTRACT$ 0, B00 �mFA DEPOSIT(50%) S . O D L BALANCE $ v 9©0 b, 3 (DUE UPONINSTALLATION} 2. 9 'ESTIMATED DELIt7ERY-w 4v-1 •Estinmfad deWery time starts upon receipt of d completed forms:requhed forhiateUatlon;i.e.:permit applications and Homeowner LApocfaUop,AggMvv1a, TERIlAS i►1dD EONDITIONS AC SHUTTERS,INC.('SELLER'AND THE PURCHASE �(GR�E TO THE SALEAND INSTALLATION AND/OR.DELNERYOF THE ABOVE SPECIFIED.GOODS 'FOR+ EggOVESPECIFIEDPRICEUPQNTFIETE�SA�IIj ONQITIONSHEREiNAFTERSETFOR'fHANbCONTINUEDONTHEREYERSE-SIDEOFTHIS CONTRACT,INCLUDING THE DESCRIfy1tON AND� TI $,QF ALL WARRANTIES AND Gl9ARA'NTEES AhE INCORPARLITED INTO THIS CONTRACT AS IF FULLY SET FORTH#fN T+1($PAi^af,THETEAIIIVD hIS OF THIS CONTRACT MAY NOT BEMOINFIED EXCEPT IN WRITING SIGNED BY SELLER'SDULY AUTHORIZED REPRESENTATII7)="i'HIS CO GT KI `SYAI� d7NTiL'AGi2EED TO AND ACCEPTED BY COMPANY. purchaser cafflea and aelamowledges by his signature below:that hq has.read,Tully understands and accepts all of the terms and conditionof this Agreement Including those on the reverse sideof this Agreement and that the terms hero:oontaingd*m the entIre Agreement between the pa�(..��etf.and hat histherttheit s gneture(o)hereto has not obtained or induced by any promise,agreement or representation not-otinteined herein and that hetshaMW heSlhaim received a copy ofthi Agreement. BUYER'S(PURCHASER'S)RIGHT TO CANCEL: THIS IS A HOME SOLICITATION SALE,ANDIF YWDO NOTWANT THE GOODS ORSERyIGES;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-ANP!140S3;BIPDEI�RED OR'P,OSTMARKED BEFORE MI I.NIGHT OF-T.HE:THIRD BUSINESS DAY AFTER YOU SIGN THIS CONTRACT.IF YOU TIMELY CANCE47HIS CONTRACT,YOUR DEPOSIT WILL$E REFUNDED. .,"REED AN D BY SELLER'S AGREED AND ACCEPTED BY -PURCHAS REPRESENTATIVE: COMPANY: 302579 A�o® CERTIFICATE OF LIABILITY INSURANCE DAS/15 016 Y) 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 15 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 ceACT_Certificate Department Commercial Lines-(813)639-3000 PHONE ; g13-639-3000 - - AX No;855-299-7117 AfC Wells Fargo Insurance Services USA,Inc. ADDRESS:-,----- ciw.Certrequest@wellsfargo.Com — - -- - - - -- -- - 2502 N.Rocky Point Drive,Suite 400 INSURE RSAF) FORDING COVERAGE NAIL t!_ Tampa,FL 33607 INSURER A: Wesco Insurance Company 25011 INSURED INSURERS. Atlantic Shutters,Inc. INSURERC: 1970 NE 153rd.Street,Bay 6 INSURER D: INSURER E North Miami 33062 INSURER F: COVERAGES CERTIFICATE NUMBER: 10764391 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. ADDSUS USR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MM/DD MM/DD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE-7 DAMAGE RENTE15- $_ CLAIMS-MADE L:1 OCCUR PREMISES Ea occurrence _ $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ G_EN'LAGGREGATELIMITAPP_LIESPER: GENERAL AGGREGATE $ POLICY[_.-]JET [ LOC PRODUCTS-COMP/OP AGG OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION07/01/2016 07/01/2017 X STATUTE ER A AND EMPLOYERS'LIABILITY YW C3216404 ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ NIA WE.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBEREXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1.000,000 If yes,describe under DESCRIPTION OF OPERATIONS Flow E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Proof of Coverage License#is CBC1251102 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building&Zoning SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10150 NE 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE 9t �- The ACORD name and logo are registered marks of ACORD @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) (This ce,tlltate replaces cem66cWW 10644224'mod m 60=16) Arias Residence 1496 NE 104 Street Miami Shores, FL. 33138 Mean Roof 12' Peak Roof 14' Pos 48.6 Neg -65.1 UG I X816 :C( x 4 75"x 40" x 75"x 52" 5 6666 • 6666 6666•• 6666 •• • 6666•• 38"x 40" 6 •••; 6666 6666•• • 6666•• FD 6666 • 6666• 6666• 6 • • ••• 66660 •• •• •• • 6090•• 6666• • 112"x52" 7 3 38"x40" 6 �•••:• 90-::: 00 0000 • • •90.9• • • • 38"x 40" 8 2 38"x 40" 75"x 52" 9 1 75"x 40" F'ATE �" 'NITH ALL f=f Di RAL S� 3 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: II rfo Exposure Category:D Tributary Area: 10 FT2 Roof Slope: >10* 1. Client: ATLANTIC SHUTTERS, INC. 606 2. Project Name: ARIAS RESIDENCE (Residentinr ro`ects Only .1. • 3.Project Address: 1496 NE 104 STREET """ •• •••••• 9999.. MIAMI SHORES FLORIDA 33138 ••+• ;••••; 'a 9999.. city State ZIP • • 6 4.Building Height: 12' (See Figure I above) .. .. .6 . 9006.. .096.. • For building equal or less than 40 feet high • . . . . 999900 Mean roof Maximum Design Load(PSE) 0. 6 0 height EXT.(+) INT. (-) 6• • ••0.6 0 0 6 0 ® a . 15 48.6 65.1 0 ❑ 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 allfloors. Disclaimer:- AUG 10 2016 -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. JAVAaD AD,P.E. (except, however,for that portion ofASCE 7-10 set forth herein). FL#705921, CAR#3538 9360 Sunset Drive,Suite 2201 Miami,FL 33173 1 T:305.264.81001 F:305.262.6978 1 www.atccn� I altaroo �ta�afecng com Miami Shores Buildin De artment : : •.'�, •• •• _ • Permit No. Product Approval Schedule Comparison Chart •.�ici'd�essr' • Opening Desert tion of Window Product Acce tauce Product Approval O coin Besl a Rou Rough euro Shutt Rees quired RtuitYes/No uired Yes I No D or Door or Mullion Number Desi Pressure Pressure • 3 ZSfiK10 1t Y. 11zx2- S x o i Tow u n (: INDUSTRIES Wholesale Aluminum and Building Products A Division of ABC Soppy Co., Inc. Product Approval Authorization Form 14 ( 4, To whom it may concern: Town & Country Industries hereby authorizes ASI o-a.-�:C- SI \V k4 prs 117^C- To use our 6.8/SL /HR Accordion Shutter Systems product approval # FL13757 on the following jobsite 1'��!`%a s us i Address: AE 0q , FL 33i -3S- 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!•- . . 0000 0000.. .. .. . 0 0 0 .000.0 .9 0 0000.. 000.6. 0 0000 .0000. 9 .0600. 0000 . 0000. .9.96• . ... 00000 . . 06 90 00 . 0669.6 ZTOO& C; I authorized representative: :00:0: • . . 9606.. 0000.. . . 09096. .6 9 0000 6 . . 00 ,;�:.' 'rte _,�•, 3� �- ::u> ;;;;;f:?r?�•,$p BQS Horne Log In User Registratlon Hot TOP113 Submit Surcharge Stats&Fads Pubr-thm ' Fsc Stall BCS Site Map Unk Search Busines�f��t •- Professional USM,Prodb Approval USER:NbApproval User ; Product 4onrovai Men.>Product or AonlicaWn Search Aoolication List>Appgaallon Retan._ — ----.. __ _ . FL7375Z-R5 - Application Type Revision Code Version 2014 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@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309" (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 12/31/2016 sees Validated By ORLANDO L.BLANCO,P.E. • • •••••• •••••• J Validation Checklist-Hardcopy Received • • • •••••• •• • •••••• • Certificate of Independence FL13757 R5 COI indeo 2.odf •••••• • • • FL13757 R5 COI inden 3 Ddf •••••• FL13757 R5 COI Indemodf •••••• •••:• • • •••• • ••••• • • •••••• • ••• ••••• Referenced Standard and Year(of Standard) Standard • • ear •••• • •• • • •••••• ASTM E1886 2006 • ASTM E1996 i••i•105 • •• ASTM E330 • f002 i•••�• •••••• TAS 201 i •OW94 • i••••i TAS 202 •• 1'994 •••• • • TAS 203 1994 •• • i file:///C:/UsersBill/AppData/LocaYFemp/Low/9KW3Y9XV.htm 7/7/2015 Equivalence of Product Standards Professional Engineer or Architect Certified By Florida Licensed Profess FL13757 R5 EQUiv EoLiiv 2.DJf FL13757 R5 Eauiv EQUiv 3.001 FL13757 P.5 EO-jul EQuIX-OcK Sections from the Code Product Approval Method 0-pfli6in D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL*. i Model,Number or Name Description Resistant Accordion Shutter System 13757.1 6.8 Accordion Shutter Large missile Impact Limits of Use Installation Instructions Approved for use In HVHZ:Yes FI 13757 R5 11 Diva.odf Approved for use outside HVHZ-Yes Verified By:Frank L Bennardo,F.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other.See installation drawings for allowable FL13757 R5 AE Eval-lid Yes span/pressure combinations and additional limitations of Created by Independent t Third Party: use. 1375-1.'2 1 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:Yes FI-13757 R5 11 Dwa 2.pd Approved for use outside HVHZ:Yes Verified By:Frank L Bennardo,F.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See Installation drawings for allowable FL13757 R5 AE Eval 2.pd Yes span/pressure combinations and additional limitations of Created by Independent Third Party: use. up to missile level"*E' ,XU57.3E.A.Essential Facilities Accordion Aluminum accordion shutter approved for use with essential facilities and wind zone 4 applications. Limits of Use Installation instructions Approved for use In HVHZ:No FL13757 R5 11 Dwa 3-od 046549 Approved for use outside HVHZ:Yes Verified By:Frank L Bennardo PL-u Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R5 AE, Eval 3.od anchorage,etc. , Created by Independent Third Party:Yes Back E-D 0000 us::1240-Ep—rt—h-Nmm Stmet.Tafla—has—m 9-32399 Phone:850,487-1,8240 0 0000 0000•• SUtenWA The State of Florida Is an AAtEEo employer.copyright 2007-2013 State of Ftankla.t:Privacy Statement R�.�:Refund so 0 0 0 Under Florida law,ernall addresses are public records.If you do not want your e-mail address released rgs requestAdo nt*send 0 electronic mall to this entity.Instead,contact the office by phone or by traditional rnall.If you have any i=p=%"',T487.I39S-w'I`ftUl0nt to 000000 October 1.2012,fteosses licensed under Chapter 455,F.S.rnost provide th%r**Vr*W with an—H dress If Section 4SS.27S(l),Florida Statutes,effective do Y" 0 - ••••••they have one.The ernails provided may be used for official communication with the licensee.However email addpassm are public record.If you do wish to u address which can be made available to the public.To deleardne if You ar`348 11cmVe under :0 0 0 0 supply a personal address,please provide the Department with an am 0 :0 0 0 0 0 Chapter 455,FS.,please dick here. 00000 • 00•:a 0 Product Approval AcCOPtEr 99:*e: .0 V: 06 00 a • 0 000 • : • 00 00 0 00 0 0000 0 0 *..6 : file:///C:/IJsers/Bill/AppData/Local/Temp/Low/9KW3Y9XV.htrn 7/7/2015 ENGINEERING EXPRESS JW)!,4FmEmRmTN PRODUCT EVALUATION REPORT ENGINEERING EXPRESSO EXPERT FRODUCT EVALUATION REpr.3RT 3/30/2015 Application Number: FL13757.2-R3 EX Project Number: 15-2339 Product Manufacturer: Town&Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name&Description: 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 61620- 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 Building Code Fifth Edition (2014)and is,for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: ® PRODUCT EVALUATION DOCUMENTS EX drawing#15-2339 titled"6.8 Streamline Shutter", sheets 1-11,prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02/TAS 202 test standards per test report(s)#HETI-10-3024, HETI-10-3026, HETI-10-3033,and HETI-10-3034 by Hurricane Engineering &Testing Inc. (HETt). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05&E1996-05 I TAS 201 &203 test standards per test report(s)#HETI-W-•3035, HEI I,1Ak.' ...... 3036, HETI-10-3037, HETI-10-3038, HETI-10-3039,HET[10-3043,HETI-10-3042, Wt"O-Z41, arui. . HETIA0-3040 by Hurricane Engineering&Testing Inc. (HETI), in addition to test report: 3.1102 07.f3yc' ....:. Hurricane Test Laboratory, LLC(HTL). • ...... ® see STRUCTURAL:ENGINEERING CALCULATIONS ,4444444444490@00"l,tld •....• �••'•• •. • 8 Structural engineering calculations have been prepared 4. �.. .®. • �� ineer'�S@al Valid ft7t•• •••••• evaluate the product based on comparative and/or 99 analysis to qualify the following design criteria: a °�\l �Pag '1 tFZrbt�11; 2 • 1. Maximum Allowable Spans Z 0 �--- .... . 2. Minimum Allowable Spans a 54 ' 3. Minimum Glass Separation m o ' ••; • 4. System Porosity . • 5. Anchor Spacing t� nK enar o, 6. Anchor Capacity °° 9 C.A.#9885 Xia;4/0 all 160 SW 12_4 AVENUE #106 DEERFIELD EACH, FL 33442 PHONE: 954-354-0660 FA.X: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS" 3/30/2015 Town& Country Industries—6.8 Streamline 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 The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e.engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this products respective anchor schedule. Host structure conditions which are not accounted for in this products 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). {••• . . .... ...... ••6.6• ...... • 0 •6600• 0000 • 60.09 60.06• • •00 00060 •• •• •• • •6660• • •000{• • • • • i • 00.000 •60••6 • • • • • • • • •0606• •• • 0000 • • 00 • • 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM iSroe, n0,F.E. TREAML1NE ®0oa�e�� z) HuTrEK GENERAL NOTES: FOR USE WITHIN AND OUTSI®E THE HVHZ - 0.463 ' , 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 z INTERNATIONAL BUILDING CODE IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH a -�; *AU :aC9MEETS MISSILE LEVEL"D"AND INLUbES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09, ,SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION ®<s ®� � o 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BEDETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THETOP Tt°FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ..XPRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. > w d 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. Q " O 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 r M w o SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND " Eel tum 3 Z ZONES, IN ACCORDANCE WITH ASTM 1996-09. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PIAN VIEW r 3 i8 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. d Y 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND z o w s z LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. a`�5 to 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE 0.0 g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR , m WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd =0.85 U SHALL BE USED. a¢ L to 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC v,W m SITE. ed 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME 9 PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER U _ 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w� 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE a 2 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 ., Om THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o�Ice IL 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ` I DOCUMENTS. HURRICANE PROTECTION BOT OM _� < u < 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. co OFFICIAL MAY REQQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THEA= DEVIATION .AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,S 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL EWS o g INFORMATION: TOWN &COUNTRY INDUSTRIES + TYPICAL ACCOR®IONg FORT LAUDERDALE, FL MISSILE LEVEL D-ASTM E1886, E1996&E330 1 SHUTTER ELEVATION TAS 201, 202&203NTABLE • a Tl���� �m •FLORIDA BUILDING CODE APPROVED •� N.T.S. EX R ELEV •* •• •• •• n ' •• 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 .. . . N 646* 15. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION "'FROM GLASS �0• ••'•'• 0 w MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4°0 OR 3/16"0 5052 • ALUM. ALLOY. • 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR NON-HVHZ ESSENTIAL ." �° , BOX LOCK AT CENTER OR SIDE CLOSURE. HvHz FACILITIES .- •9: 6• 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. • 9 • • O SHUTTER •.• d 000 .. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS. USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a . ;s 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". SPAN 000 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_ 30'ABOVE >30'ABOVE < 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADEn •'• 4 so co 22. SHUTTER MAY BE INSTALLED WITH UP TO (2)ADDITIONAL BLADES OF SLACK. „ s.. .0 2300 .SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-114' 1-5/8 2-318 1-51$ m 99" 3-1/2" 1-718" 3-5/8" 1-718" • R TABLE 1 12Q" 4-118" 2" 4-114" 2" TABLE 1 NOTES: Lu 91. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2" ACCORDION SHUT'T'ER ° OARE SHUTTER SPAN SCHEDULEABOVE �� e I TABLE 2 NOTES: SPAN SCHEDULEMAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. WO--N--HVHZ.- DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY OOPYJ�QHfFRAtiI(LBEttNAR�OPE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLL6RTITA. 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS S° NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SCALE - BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ, PROVIDED THAT SHUTTER HAS A PAGE - PRESSURE PRESSURE �* PAGE DoSCRIPTIOA4, SPAN DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF LEAST$® . iPSFI {PSF} SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8" MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-518".WHEN>30' ABOVE GRADE. of 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144" 43 40 E1996-09. �gpARDO,P.E. Noll BOfB® PROJECTION VARIES ••��� �•�r'BtOs's®° 2.874" 4.874"MAX. ° ` , j T-- -0.080" " • e = 0.062" 0.450" Ln I�• 0.125" " 1.830" 0.062" 1.708" 0.100 '� 0.080" 0.063° e•i N 1.708° 0.100" N L0.195" n =o �� 060" LO-O62- N 2.820" 1. 08" �°•°• I •-'p 0.195" 0.096" L ----t- 0.060" 0.070 0• r+ { 9 z A 0.630" 0.630" r: 1.993" 1 % / µ r ie 0.125° ° n ._1. 0.143° 0.096" -_.1�5 'W _ 0.630" 0.062 0.630" 0.062 .069, t-�0.971" }0.971"{ 0.143" O,b30" v �� 1�U6u; 04a iu " N 0 60" 0.0 1 70 0.630" 0,06 " 0 0.062° � � Q d 0.062" -".`00" 1.069°-� 0.0b2" X0,200" r' 1' o• n 0.062" an Z N p 3 Z -L069" SUPPORT LEG OPTIONAL 1.069" foc�62602 " �i'�i9 W rL lu S 5.745"MAX. N d 3 5.745"MAX. D OUT WALL 3 STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRACK 5 HEAVY HEADER SILL Q LITE HEADER SILL '4 0 O1 WALL BUIL SCALEi HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE:HALF SIZE a SCALE: HALF-SIZE SCALE: HALF SIZE WHERE SHOWN,SCREW BOSSES r &FELT GROVES ARE OPTIONAL m ON ALL EXTRUSIONS 0,874" - }-2.655"0 0.875° w �(}----2.195"--} ( 0.510" 2.195" 1.230" I" IL-1 TVDM VQ �T0.7 5 � = I I L2-162" 4.84 .02.655" ni in tI in n v' NMyn�" g m „ w f:� O o U 4.510 1.Ob9" '-` N 10 N '^ 1 t N _ / �'i 1 " I nN 0.075" t x.075" � -� C W0105" 1.069 0.105 0.044"0.105" 0.994"� I n:n�• r nF L g 4.510" - _ _� :"� -- u� 0•u,� �T BARE METAL W/0 PAINT IS u.0 m 0.781 ---1- --4.510" �----- O ••d• EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 3 6.8 STREAMLINE SLAT/BLADE •. •• •• SILL ADAPTER (meg EXTENDED SILL Q SCALE: HALF SIZE O SILL $ J SCALE: HALF SIZE SCALE: HALF SIZE ••• •• • • SCALE: HALF SIZE SCALE: HALF SIZE 000000• ' • SCALE:HALF SIZE •• 6666 •• •• ro ••. •• • •• •so • lam. • �CO� • go 10 Q •000 Doe so • • !! w • ul ••• , 0,477" 1.570" 0 510" ; •• ;• m 0.080" 0.590" 0.341" .06 0.070" 0.245" . • c 0.143" uu".iv3 fi . sole: 1.708"� 0.143° u.09b 0.060" '• • • °o • iS :o - 1- I -0.115" = 0.080" 0.117" i o 4,753" 00 �a6 " 0.090" H N 0.096" ni n nQn" o 4.510 0.180" �i - IHYa.aso°. (I(( COP'f�G1RfRAffi(LBEIHrARDOPE > 0.682" 0.630" 0.060° _ '�� 15-2339 0.044" 0.227' ' 0.6y.," SCALES NOTE: THICKNESS OF BARE 2.822" 1.625" "0.420' PACE DIMCRIP'PIONs METAL W/O PAINT IS 0.039" ,.1 c WALL SILL CLIP gb WALL SILL RADIUS CEILING HEADER/SILL 17 6.8 STARTER 18 SCALE: HALF SIZE 15 6.8 STREAMLINE STACK 16 �F SCALE: HALF SIZE SCALE:HALF SIZE SCALE: HALF SIZE SCALE: HALF- SIZE P - 9 DO,P.E. ,e®'e E008p oso�i J� 0.125" 0.610" STAINLESS STEEL 280"�-� .4 o" ALUMINUM 0.357"OR 0.357" ASSEMBLY r S T0.320"9f HOLE o 0 0.276" o �. LoN oz • 0 #10x2-3/4"410 HT S.S. " °o ° a NYLON rte, Ln a o INSERTS SCREW W/TC ULTRACOTE -+ 0.591 ° oz. 4 0.880 0.0 " WHEEL U .i 0.1" I INTO COATING " °� cv 1.100"-} (-0,240" r TRACK (NP TOP&BOTTOM} N 0.062 i 1 0.750" 7/16 RI BUSHING 1/2"@TINTER OR JOINT TOP a D� 15q" I-p.137" I 5°MAX. TYP.AT EVERY OTHER 0.870" 6 x R JOINT BOTTOM � " I TOP CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED 0 RIOR >U a Us a 1 g ANGLE HOUSING-ZINC DICAST,POWDER COATED 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT SCALE]HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE AN OR KEY/TH w *a Fj0.250" 23 BRASS PUSH LOCK N 3 SCALE: HALF SIZE p W s ° to W .. R0.155" 1.9 " 2.125" .t Q a 4.000" 0.236" 1.742" 0.286" 1.603" " R0.500" 0.500" _ " 1.710" 1.224° 0.267 O.b23 0.531° G oo ^ 0.790" 0.090" 0.319" + 0.531" X26 + w m M 0.064" M 0 0.28 " `-' o tD N: 2.250" j 0.09 m 00 " mo + o � a " ° 0.607" �� 0.250 �� :n :nLn 3 0.118°� �-0.224" 0.239" N � � 10 m v 0.060" 0.496" 0.240" r' _' 'i ^' 4 4 �--2.750"---� 2.000" 1. + -� I 1 -1+ o 27 RAINGUARD 28 DECORATIVE FLOOR TRAc;tc 3.476" 0.160" _1--+-0.2=22"-q p- 0.240" L Zm< ty SCALE: HALF SIZE SCALE: HALF SIZE 1.001 0.062" 0.062" 0.062" 0,17T c t1 a 30 UNIMAi� 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE E o o 0.062" Q c _ 0.400" ,� ,�-�` • •• 0 5.500"x 13/16"WIDE • • • *ego:* A 7/16"0 STAINLESS PV A 1.167" STEEL NUT � 1 � -� • • • ••• •. • _d- c40b� • • y� � . •• : 004000 M M r iv � � 0.438" 0.125„ �• ••• :•••:• •30 • .. :`; • •• • •• •• -4c 0.188" 5/16--18x7 MACHINE SCREW 0.121" •• ' ""' •�� •• ••:J) TYP. 5/16"0 INTERNAL STAINLESS STEEL ^ I 4.500" ¢--�0.689" DER COATED, ZINC D ST THREAD '` •• A • •• ••• SECTION A HEAD STYLE VARIES 1.050"4 •• • •� DELTA MODEL 2022 3g T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW �, �, ��@40c : � ...... INDUSTRIAL SYSTEMS (OPTIONAL) SCALE: FULL SIZE SCALE: FULL SIZE 0 0,254" 4O 4Ob . ' • • 35 BOX LOCK SCALE: HALF SI `� 10.3 9' END STRIP 1" "118s! • b SCALE: HALF SIZE --2.000`--� 2" & 3" EXT • ro t 1.500" SCALE:0.125" p 125"SCALE: HALF SIZE $ op F N 0. o ' COPYRu}HI 0.0850 0.125° FW�LBBU _ T w 085, PE 0.250" o 0.093" 15®2339 .0 scrate: � N � � PAGE DE&CRBP'ETON: - 085. OF 9 r 7.000" I 24 ALT. 1" END STRIP(:21L-1.5"X,3"X0.093- ANGL 25 2"x3"x0.125" ANGLE39 2X7 ANGLE O SCALE: HALF SIZE LF SIZE SCALE: HALF SIZE 6 � SCALE! HALF SIZE Q3 DO,P. ®� 0� ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 18"O.C. EXISTING •,"," I °- DIST. GLAZING SEE END STRIP o ; SCHEDULE FOR • Ic i z N SPAN WHEN USI e e A .ANGLE EMBE p 9 20,40a,40b OR ° LEG D RECITON 1J4" OR 6.8 STARTER ;• M EMBED. 17 (INTERIOR) 17 11 tl - 17 MAX. WITH 21 OR 25. ' c MIN. 0.062"THICK 6063-T6 ALUM. ®®® ••• ®ate 30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 ®®® a EDG (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ ,� DIST. t2� #10x1"SCREWS AT > u a ANY ANCHOR PER ANCHOR C 8 SCHEDULE @ 18 O.C. RNER,TOP&BOTTOM,AND Q " ATTACH TO 6.8 STARTEf{W/ t OD W 13 13 13 #12 x 1/2" GALVANIZED OR " 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S. SMS,3/16.0 ALUM.POP � N p� 3 30 3/16"0 ALUM. POP RIVET,OR 1/4-20 RIVET OR 1J4-ZO MACHINE 3 r^3 t 6.80" (TYP.) i ALTERNATE END STRIP DETAIL BOLT$:NUT @ 18 O.C. USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. WITH 6.8 STARTER AND ANGLE o w (EXTERIOR) 5/16-18 T��11UMB SCREW INTO THREADED ANY TRACK W/ W INSERT 0 AT 1/3 SPAN TO 2/3 SPAN SCALE: 3" 1`-0" FROM BOTTOM OF SHUTTER. RECEIVING END STRIP SCHEDULE a SCREW BOSSES. *�+D� TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO _ PSF SPAN SCALE: 3" = T-O" 1" HEIGHT. 1"B10(2.71 62 108Ln " I` 72 100" a82 M ® 94" USE ((1) BRASS PUSH LOCK 132 112 75" SEE END STRIP OR (1} 5116-18 THUMB n 62 85 t�- SCREW INTO THREADED LOCKING DETAILS FOR 2 BIO(3.7") 88" g INSERT a7 AT 1/3 SPAN CENTER MATES ® SCHEDULE FOR MAX. Z TO 2/3 SPAN FROM SHOWN ON RANDOM 82 3" a�, SPAN WHEN USING v 62 20 40a, >-� o a RECEIVING HOLE SHALL BE 30 13 DETAILS 3"B!Q(4'T) 72 I 40R E 40c �% M W: 3/8" MAX WIDTH, UP TO (� 82 Z4° }z 14" OR 6.B STARTER 7�. O m 1" HEIGHT. 62 11�" p, .�•- MAX. WITH 21 OR 25. �.a 8 30 HL 1. 7�ri10 72 11 � 40 40 USE APPROPRIATE -'a 20 112 1 8STARTER STRIP TO 1325 PRUADE CLOSURE m _ _ 1.5"4" 45 93° 4 cV FOR E G 13 x0.093" 57 87" ° BUILDING CONDITIONS. E zl787 FASTEN STARTER STRIP g 5i-:: i I (INSIDE) 7S �3" SCREWS AT CORNER TOP • �• AS 27x3" 45 139" & BOTTOM. • • x0.125" 52 129' ALTERNATE END STRIP DETAIL • • • ••• •• 57 123" SCALE: 3- = T-O" ANY TRACK W/SCREW '•f f f ' F F I 80 120" BOSSES. • asses ••• •• •• 13 25 64 118" ••• 70 1117 •9• f• f • • ff• •• ^ Z 73 109" 00 • • • • • • • •f••f• a LLI / FOR GREATER SPANS OR LOADS THAN •• o R ••: •• SILL m LLI SHOWN IN END STRIP SCHEDULE,END I STRIPS REQUIRE A 1"Xl".090"CLIP ANGLE ••: r$ ��j ••• • F- (n MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS •• ? $ ••• 0• ANCHOR SCHEDULE&#14x3/4"TEK OJ1 0 13 SCREW OR 1/4-20 BOLT TO END STRIP. •• B� • . . 30 F—J OR t1S15//16ASS HUMS OCK--\ (INSIDE . n •• •e USE (1) BRASS PUSH LOCK OR (1) 5/16-18 THUMB 13 °� SCREW I O THREA SILL 7 f f n :some:• b SCREW t0 THREADED 30 a} INSERT AT 1/3 SPAN y TO 2R/3 S 7 AT FROM SPANT �'Uj a BOTTOM OF SHUTTER C • BOTTOM OF SHUTTER. (OUTSIDE) RECEIVING HOLE S HALL BE 3/8 MAX WIDTH PQ" fA 1" HEIGHT. g CC9 TYPICAL OUTSIDE CORNER CLOSURE _ _ s 30R DETAILS WO/CORNER POST NTS 13 30 ooPiR>r�trFRnrutLBFlauu�DP.E. 13 \L.SILL 31 2 (OUTSIDE) 15-2339 scAle USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM PAQE DL'scI1IP9YGA1. BOTTOM OF SHUTTER E O _N TYPICAL INSIDE CORNER CLOSURES M CC2MULTIPLE SHUTTER ASSEMBLY DETAILS WO/CORNER POST SCALE: 3" = 1'-0" d NTS g s gg� P.E. ®�®�� Pti• p�0®0 Cl CONNECTION TYPE EXISTING HOST REFERENCE ANCHOR SCHEDULE FOR MAX. STRUCTURE a /�1 ,/� 5• ° SPACIN 4 Cl CONNECTION TYPE 1/4-20 MACHINE BOLT 8 ° REFERENCE ANCHOR 112" W/NUT (ul 12" O.C. OR SCHEDULE FOR MAX. ®2„ #14 SMS @ 6" O.C. ° / SPACING (TYP. TOP & BOT TOMI ° fiAii 9f •�' z tv . ALUM. TUBE 2 FASTENERS 6063--T6 ALLOY �; 1 t7 v~i 5 R 6 OR/ ®®®�®® �RD � EACH ANGLE SEE TABLE A FOR SIZE. 0 8086 z� k, 1 rr i ALTERNATE THRU BOLT W >U a 1"x 2" x 1/8" ;' Cl CONNECTION TYPE h9f L GLASS s OR 2" x 2" x 1/8" REFERENCE ANCHOR w u z ALUM. ANGLE ° - SCHEDULE FOR MAX. PEER ABLEo2 19 H N'" -N as N a C, w 13 11 17 f SPACING iag,um 'jw THREE 3/16"0 ALUM. ° GLASS �!v w q �'-• POP RIVETS OR I I OR DOOR X ►- to al iR Y THREE #12 SMS, TYP. ° 17 - ~ Q 2 W p W 3/16"0 ALUM. POP Y - I q.� F 0 a^ 17 RIVET OR #12 SMS I - / �TFRN ` 2 F- 18" O.C. (TYP.) \�r l- A j� 5 O b OR LL J z a TABLE A(cm) w ��d va PRESSURE VS ALLOWABLE LENGTH 0 � � MAY USE MALE OR ~'"'`-'�� n `� � � PSF 2N0 X68° 3°NXoi B(68° FEMALE LOCK-SLAT w o 1/4" MAX. FROM PIN 62 130 188° 13 ALTERNATE THRU BOLT :, GUIDE TO BUSHING C5 CONNECTION TYPE Cl CONNECTION TYPE WASHER (TYP.) w 72 124" 179" TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r -, CCS SCHEDULE FOR MAX. SCHEDULE FOR MAX. 82 119" 172" NTS SPAa_iitl� 1 ` I I ILy_==.J 14x3/4" SMS @ 9" O.C. N0. p0 d 92 114" 165" ANGLE TO TUBE CONNECTION rn� a 5c� p,n 102 110" 160" _-! iz�1Ve 2" x 2" x .125" 120 104" 147" -r EXISTING HOST EMBED. 6063-T6 ALUM. TUBE c o Z�l aRt_E B(CC4) STRUCTURE 5 CONNECTION TYPE 150 9T' 131" . 200 88" 114" PRESSURE VS ALLOWABLE LAN REFERENCE ANCHOR EDGE DISTANCE r Z'(rx!//8° 3"x3"x18° SCHEDULE FOR MAX. o a PSF W1TH 8J0 WITH B/0 SPACING 62 113" 166° FASTENER @ 18" O.C. ALTERNATE BUILD OUT MOUNT SECTION g 17 72 107" 157ivjc ANY ANCHOR SHOWN Cb SCALE : 3"= 1'- 0" (D g 82 101" 147° iN, ANCHOR SCHEDULE). • • � 92 95° 139" • • • •• •• v 102 90 132° • 0 • 120 83" 122" •c• •• •••••• •• i• . ry I50 74" 109" hr-�m ••• •• • • W a ix •• •• " 2" x2" x 13 F wO • o.-c� 3/16 RIVET OR #12 SMS 090" 60b3-T6 a I I� MN�4RRATIION zUw •�� r �� �- n (ul 18" O.C. OR 1/4-2Q ALUM. TUBE TYP. Ji r- PER TABLE N J • a NUT & BOLT (TYP.). 17 2 yj a z m •• •. •- 3/18"S8 ALUM. POP GLA�C q w< ••• I., • RZIVET OR #12 SMS � OR DOOR - (I 0 • d- 6 - m 6063 ALUM. ALLOY p 18" O.C. (TYP.) 4t • • $ •• •' SEE TABLE 8 FOR SIZE. 2" x 5" x 1/8" II • 2 FASTENERS x CONTINUOUS U ••• o z •• •� EACH ANGLE ALUMINUM ANGLE INSIDE 3 96 • 1" x 2" x .093" 6063-T6 OPTIONAL ANGLE .y ALUM. ANGLE, TYP. THREE 3/16"0 ALUM. ORIENTATION TYP. 17 17 w 6t 8 o POP RIVETS OR oo E E ga 17 THREE #12 SMS, TYP. " 0 0 1" x 2" x 1/8" w • 4 CONNECTION TYPE ' a T' 2 x 1 x 1/8' EDGE DI T• REFERENCE ANCHOR l SCHEDULE FOR MAX. 13 ALUM. ANGLESPACING a v _ S P ACING (APYRIGHTFRANKLBF1QdN1a0PE USE MALE OR FEMALE EXISTING CONCRETE, LOCK:-SLAT 13 BLOCK OR WOOD FRAMING 15-2339 - 13 Seam (OUTSIDE) EE INSIDE SILL MOUNT SECTIONQe�>E�ce;z�TaQl #12 x 1/2" GALVANIZED SCALE . 3"= 1'- 0" of CC4 TYPICAL CORNER CLOSURE DETAILS OR RI ET, R 1/4- ALUM. SIDE CLOSURE OPTIONS POP RIVET, OR 1/4-20 NTS MACHINE BOLT & NUT SCALE: 3" = 1'-0" 18" O.C. g P.E. X 46 Ala,bell, C5 CONNECTION TYPE EXISTING ; q��Pra z J REFERENCE ANCHOR • 0 ` , 0' of SCHEDULE FOR MAX. STRUCTURE SPACIN o Q Cl CONNECTION TYPE 5" MAX. 1/4-20 MACHINE BOLT • GLASS a it to`' GLASS a w W/NUT (a1 12"O.C. OR REFERENCE ANCHOR e OR DOOR w u u OR DOOR W w SCHEDULE FOR MAX. 19 #14 SMS @ 6" O.C. 1.Q z E 13 ?�►N W�+ SPACING 1/2" (TYP. TOP & BOTTOM} o� T �n+ !• p- 13 = Q w MR N w Fz- u J2" • o 14R �I w IL wSEPARATION GLASS L7 0 IA $ 1/4"-20 THRU BOLT W/ G•'� Q= d #14 x 1/2" SMS (la 12" O.C. PPTI.ON X ir Q w 5 6 OR) LOCK NUT @ 12" Q.C. OR PARATI g I-w I OR 3/16"0 ALUM. POP TABLE 2 J a `p �QR 6 f °' m 12 x 1/2" SMS @ 12" O.C. E.S. PER Z N RIVETS (la 6" O.C. OR 1/4"0 to �p1 xx OR 3/16"0 ALUM. POP TABLE a w O ALUM. POP RIVETS @ 12" O.C. Q w ,® ;U� u� RIVETS @ 6" Q.C. E.S. -�z L } J ds� l9 R 1/4"0 ALUM.POP RIVETS / w 11 AND(D MN.GLASS W =) uI @ 12" O.C. E.S. 1/4" MAX. FROM PIN SEPARATION 13 F- O o � w 1/4 MAX. FROM PIN ASSEMBLY i/2"TYP GUIDE TO BUSHING PERTABLE2 ? y W W N w Lu AND f10 GUIDE TO BUSHING WASHER ITYP.} _=z u� ASSEMBLY in WASHER iTYP.} m CONNECTION TYPE OR DOOR-- z rul d- 1/2" 1/2" TYP. EXISTING CONCRETE, 3 CONNEC X w v m / BLOCK OR WOOD FRAMING "' EDGE REFERENCE ANCHOR 0 a ko to .. w 4 CONNECTION TYPE p15T SCHEDULE FOR MAX. u REFERENCE ANCHOR SPACING d EDGE SCHEDULE FOR MAX. uj • DIST. SPACING AS SHOWN N S 0 6 OR n 3 CONNECTION TYPE IN DIAGRAM ON PG. 9 Lu 0 �0 6 M m Y�� REFERENCE ANCHOR EXISTING CONCRETE, 1/4" MAX. FROM PIN SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING / GUIDE TO BUSHING € / SPACING. ALT. FASTENER R CONNECTION TYPE Lu m LOCATION. FRONT AND REFERENCE ANCHOR 1/ WASHER (TYP.) 1!4"MAX.FROM BACK ANCHORS NOT REO'D g INSIDE MOUNT SECTION SCHEDULE FOR MAX. PIN GUIDE TO WITH THIS LOCATION SCALE ; 3"= 1'- 0" SPACING 5 CONNECTION TYPE ~ BUSHING WASHER REFERENCE ANCHOR w+rn fTYP.} A� INSIDE MOUNT SECTION SCHEDULE FOR MAX. o O M SCALE , 3"= 1'- 0" EXISTING CONCRETE, SPACING G. tY co BLOCK OR WOOD FRAMI EMBED. / Ca BUILD OUT MOUNT SECTION z�< z / SCALE : 3"= 1'- 0" TYP. BOTTOM EXISTING CONCRETE, .� .• o a` BLOCK OR WOOD FRAMING . . .3 O .• • EXISTING •• ••• �•Jv• E ••• i• tm EDGE DIST 4. CONNECTION TYPE STRUCTURE •• •• • • °D NOTE, FOR DETAILS A, B. D, AND E ON THIS SHEET, EMBED. 5 CONNECTION TYPE _ REFERENCE ANCHOR ••• •• z THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR • • • • • • LL WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. • • ••�••• A MINIMUM OF TWO SETS OF ANCHORS AND I5 A to E E SPACING SCHEDULE FOR MAX. • ... H MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK w SPACING • • USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16� n„RO •••• • •.• ••• •OVER THE GAPS BETWEEN SECTIONS. 1/2'• •• • •• • ••• •• 14 ix w I �•• •: • W O ••• •• �i ix l—W WEa Ix • rJ W LL GLASS MAL 1— �Or tii • � �• �•• •� OR DOOR GLASS 13 T w w W J 000 w #12 x 1/2" SMS (la 12" EPARATI z Z u J F.W o` $ • .4 tr O.C. OR 3/16"0 ALUM. PER to o vl Q 13 y,s,n w,,, f` w>> POP RIVETS @ 6" O.C. TABLE 2.- X p 2 t- GLASS OR MN GLAS19- z v-t m H =w OR 1/4"0 ALUM, POP Q o Q DOOR to 0 O to d ErARATI�f, b P9N GLASS i3 o N RIVETS @ 12" O.C. PER a J x a r Sit O SEPARATION - < an 1/4-20 S.S. MACHINE PER TABLE 2 e J o Q O AND© 1/4" MAX. FROM PIN Q , E o ASSEMBLY „ 1/2" GUIDE TO BUSHING 0 SCREW & NUT (til u to 1/2 TYP. WASHER,fTYP.J wFFLI 12" O.C. aF pGLASS1/4" MAX. FROM PIli OR DOOR 1/4" MAX.FROM PIN W 1/2"\ GUIDE TO BUSHING X TO BUSHING w 4 CONNECTIO TYPE ® WASHER (TYP.) �., WASHER (TYP.} EDGE REFERENCE NCHOR COPYRFgIfFRANiCLBQtiiMORE a 5 6 n EXISTING CONCRETE, DIST. SCHEDULE F R MAX. SPACING A5 HOWN 2 CONNECTION TYPE 15-2339 N '/—BLOCK OR WOOD EXISTING CONCRETE, REFERENCE ANCHOR , FRAMING 4 CONNECTION TYPE IN DIAGRAM PG. 9 SCHEDULE FOR MAX. SCALL OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SPACING PAGEDESCR-IM-g1t " x 3" x 1/4" CONT. 3 CONNECTION TYPE #12 x 1/2" SMS @12" SCHEDULE FOR MAX. CE ANCHOR SPACING. ALT. FASTENER EXISTING CONCRETE, REFERENCE 063-T6 ALUM. ANGLE O.C. OR 3/16"0 ALUM. LOCATION. FRONT AND BLOCK OR WOOD FRAMI _ a AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS (la 6" O.C. BACK ANCHORS NOT REQ'D S SHOWN DASHED) SPACING OR 1/4"0 ALUM. POP WITH THIS LOCATION WALL MOUNT SECTION RIVETS @) 12" D.C. CEILING / INSIDE MOUNT SECTION �F WAL BUILD OUT E D SCALE+ 3"= V- 0" SCALE : 3"= V- 0" ION (J SCALE : 3"= 1'- 0" I ROO,P.E. MIN.GLASS GLASS SEPARATION Z u OR DOOR PERTABLE2 1300 �w GLASS OR f.' j w ou u DOOR o ®a }utwA o ®• C a z GLASS OR rPER LASS I W a DOOR ATION I u►v► a ABLE 2 x Q=a rPERIABLE GLASS w J W ®'• o E I-w RATION �y r-� 2 ui w Q w F-Q �6® `• W D N Q F- N N 1— ®�®�® ® ,vi��,i G a 1 r Q W Btn el Z W p� u W a d I to 13 w�N 13 x tj wa+� E9 c0 IS W o /2" z Ct CONNECTION TYPE u z 1 1/4" MAX. FROM PIN GUIDE u 0. REFERENCE ANCHOR u Q rf 9; a z I TO BUSHING WASHER (TYP.) 26 Q a SCHEDULE FOR MAX. Q i 3� .250" SPACING N W 'S x I TWO 1/4"0 WOOD � o W s LAG SCREWS (al 24" C4 CONNECTION TYPE 5 250" lu O.C. MAX. WITH 2" REFERENCE ANCHOR THREADED PENETRATION O SCHEDULE FOR MAX. 7/0 s "T" INTO CENTER OF 2X STUDS SPACING g 8 / LA EMS EMB. "T' 14 SMS ) MIDSPAN BETWEEN E GE co STUDS FOR TRACK TO 1" x 4" DIST. tD PLYWOOD & TUBE CONNECTION / EXISTING HOST STRUCTURE +m{ STUCCO FINIS �i N: 1" x4" x .125" 6063-7`6 ALUM. TUBE � DECORATIVE FLOOR TRACK DETAIL �./ WALL MOUNT SILL DETAIL THIS DETAIL TO BE USED WHEN STUD SPACING N SCALE : 3"= 1'- 0'• SCALE : 3"a V- 0" �� g a EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. F- o M in �.c 0 M WALL MOUNT SECTION THIS DETAIL MAY c70 ie G SCALE , 3"= 1'- 0" ALSO BE USED ��-c Z AT TOP � U U ACCORDION SHUTTER w _ eee Go w y g PER PRODUCT APPROVAL o --GLASS !- o ••' '• �•••� MR GLASS OR DOOR ►- I •• • • � • N PER TABLE 2 13 = EXISTING WOOD {G=0.42) •" ' N..4••�• •� •� N APPLICABLE AT TOP Z N TRUSS OR RAFTER ••• • •• .... X Z 24" MAX. O.C. -1/2' -1/2" •• • • •• i ••••• N ANDjOR BOTTOM Q Q Q d �° —� I ••• •• • . " V! EX;m i iivG FINISH • • • 2 OR 3" MATERIAL • • o . �••�• ri 1/4" MAX.FROM PIN GUIDE 2" x 5" x 1/8" 6063-T6 i i i i ' m • • : lJ2" MIN. 5 6 ••••• TO BUSHING WASHER (TYP.} ALUM. ANGLE W/ THREE �� � F •� a a hit •2°x 3°x�/s"x CONTINUOUS OR 2 17� 8 1/4"TILE iTYP.} 1/4`0 WOOD LAGg° 1° FINISH MATERIAL SCREWS WITH 2-3/4" W p m w 2"x 2"x Ya"x CONTINUOUS 6061-T6 ALUMINUM ANGLE MINIMUM THREADED _ 3/4"PLYWOOD PENETR. "T" IN WOOD (al 5 6 0.9°MIN.THICK 6061-T6 ALUM TRACK X = 1/4"0 A325 GRADE THRU BOLT (a1 7" O.C. EACH RAFTER OF TRUSS, FASTENED TO ANGLE WITH 1/4-20 ' OR 5/16"0 A325 GRADE THRU BOLT 12" O.C. 24" O.C. MAX. WHERE co ANGLE FASTENED TO EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDS GALV. OR S.S. ANGLE EXTENDS BEYOND g AND 9"O.C.FOR THE BALANCE a LAST TRUSS MORE THAN HOST STRUCTURE WITH �_ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU o 6", EXTEND ANGLE TO ai �/4"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST �. 5" O.C.W/1-1/4" MIN. EMB. oC w -J a mai 3°FROM ENDS AND 4"O.C. NEXT TRUSS. w o w 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW (ol 9" D.C, W/1-7/8" F-N z o s FOR BALANCE WITH 1%4" MIN. EMB. IN WOOD SG=0.42, TO 0.55. 13 ? rh=_Ujjd a MIN EMBEDMENT AND 2Y/Z" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, a F Z MIN EDGE DISTANCE, f 62 P.S.F. HOLLOW BLOCK OR b-0 Q WYf TIFRAIS(LBEII OPE STAGGERED WITH 3"MIN. MAX,DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING. SEE 2" x 5" x 1/8" CONT. 4 O 4~ 15-2339 SPACING,TYP. f 52 P.S.F. ANCHOR SCHED. � ALUM. ANGLE {6063-T6} E u PAGE®lesCRSPs><oAl; N SCALE, E STRUBASECTURE RON EYPE OF HO (MAX. DESIGN LOAD t 72 P.S.F.) Q BUILDOUT MOUNT SCALE : NTS PASS THRU DETAIL TRUSS MOUNT SECTION 9� ��' Hb SCALE : 3"= 1'- 0" K SCALE : 3"= 1'- 0" au�yy��0,P.E. EXISTING11GIURE ALT. LEG DIRECTION1/ AL POINTS SOLID SET ANCHORS WITH 7/8'MIN EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM •••' ••'°• t �'''i 12" MIN FROM EpGE OF ACCORDION ROUND WINDOW 1J2' SPACING,AND 3" MINIMUM EDGE DISTANCE y` 7 EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY AX (2) 6063-T6 ALUMINUM TOP OR BOTTOM r I ANGLES PER BEAM END, SIZE ; No. 1/2" PER SPAN TUBE SCHEDULE , EMBED. I SPAN TUBE PER DESIGN SCHEDULE �, '• A ��'�' QCp ACCESS HOLE L C9 1/4-20 MACHINE BOLT W/NUT EDGE OF ACCORDION z ! 12"O.0 OR#14 X 3J4"SMS 6"O.C. SHUTTER BLADES a a TYPICAL 3 MIN Ll/2"MAX. 5 6 m ,rrnn la W ' a EDGE jT 3 16 ��� U m W 2.875"41 HOLE TO RECEIVE DISTANCE nn MIN.GLASS 3 �zu� Z �� ROUND WINDOW ASSEMBLY) EXISTING A SEPARATION aj 0PER TAB[F 2 w W MAXIMUM OF 3 WINDOWS GLASS OR PER EVERY OTHER BLADE DOOR m Q o w.. u mow .. 3"MIN 1 LIGHT-N-VIEW WINDOW Mo EDGE 1/2"MAx Stu � DISTANCE �in 8 N.T.S. EXTERIOR ELEV r© - - r m00 1/4"MAX.FROM PIN GUIDE In o o N Z 3 16 TO BUSHING WASHER -1YP.) w N 0° f v 1/4-20 MACHINE BOLT W/NUT @ m N w I- m 1�2" ACCE5SHOLE 17"O.0 OR#14 x 3/4"SMS 6"D.C. 2.875"0 HOLE TO SPAN TUBE PER w 0 RECEIVE ROUND EMBED. DESIGN SCHEDULE IZ'? a, d 2 6063-T6 ALUMINUM m WINDOW ASSEMBLY 1/2" ( ) N 03� q M AX, ANGLES PER BEAM END, SIZE =).C-•e 0 m PER SPAN TUBE SCHEDULE G EXISTING H 1/4"O THRU BOLTS SEE BEAM Z m aLu HOST SCHEDULE FOR REQUIRED NUMBERS STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MINEMBED IN Q s SPACING AND 3R MINIMUM EDGE DISTANCE ETE OR HOLLOW BLOCK 3"MINIMUM --�'�i F. 0 �' 0.125" 0.125" \ MAX.DESIGN LOAD=172 PSF •"• ' '�'6 -1 ', 0.032" 0,032 i •••�•• •�• •••••• 3 SPAN TUBE SECTION _ f�.�� - •••••• 0.196" // $ N.T,S. VERT SECTION •••• �:•L4.:• • • v / 4Sc \ SPAN TUBE SCHEDULE • • • • ri NUMBER OF MINIMUMANGLE :09 •• • • ALLOWABLE TUBE NUMBER OF SPAN THRU-BOLTS ANCHORS PER LENGTH : 0 Goo* 0 J TUBE SHUTTER ANGLE C + H J ROUND SIZE SPAN2: WINDOTOP gO�OM TOP BOTTOM TOP I BOTTOM i i•• •i + + A SEMSLY TBE BOTTOM TUBE TUBI ivac I TUBE TUBE TUBE o • • t n 60" 123.8" 135.7' 2 2 2 3 4" 7" y aq w 6 LL 2"x5"X �" 10i.7" 106.9" 2 2 3 3 7" 7" 0.125' 123" 89.9" 94.4" 2 2 3 3 7" 7" E /' 60" 129.1" 157.0" 2 2 2 3 4" 7" ' $ 2'k8 X 114.8 124.1" 2 2 3 3 7" 7" \ / / 0.125' m / 123" 102.8" 109.6" 2 2 4 4 10" 10" C6 _ �" l , 80" 138.0" 196.9" 2 2 3 3 7" u� CD 2"x8"x w 122.7" 155.7" 2 2 3 4 7"- 10" 2_S ?,S � 7" d 02.875" �-}0.188" (63.250" 0.125' 1 . 115.4 2 3 4 5 i0" 13" v a I 60" 158.1" 240.0" 2 ? 3 4 7" _10" 8 ` / 2"x10 X �.. 140.6" 229.9" 2 3 a 6 in" 0.1875" LIGHT-N-VIEW WINDOW \ 123" 132.2" 203.1" 3 4 5 7 13" CWYRgfFRWLBORWOP.E \ / SPAN TUBE SCHEDULE NOTES: 15-2339 2 N,T.S. SABIC PLASTICS SLx1431T-UL-94HB --� !-. USE 2x3-xi/4' OR 2"X5-XI/4-ANGLES FOR 2"x5"&2"x6"BEAMS. 2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10"BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. _ 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND o� 2 BLADE W ROUND WINDOW 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 N.T.S. EXTERIOR ELEVVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. r P.E. ANCHOR SCHEDULE: TE ° • d . Ng9o' 2.5"MIN EDGE DISTANCE ° ° •� ���� ' O Spans Up To W-0" Spans Up To 8'-3" Sans Un To 12'-0" 5 LOAD CONN TYPE CONN TYPE CONN TYPE o i ANCHOR (Psn CS C2 I C3 C4 I C5 Cl I C2 C3 C4 1 CS C1 C2 C3 I C4 LC5 ITW TAPCON OR EL 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 9,0" 13.0" 16.0" 16.0" 9.5" 5.5" 8.5" 14.5" F ULTRACON WITH 1-3/4° 53 16.0" 16.0" 10.5" 14.5" 16.0" 16,0" 12.0" 7.0" 10.5" 16.0" 15.0" 7.5" 4.5" 7.5" 10.5" EMBED(3192pst MIN CON 62 1_6.0" _8.5" 12.5" 16.0" 16.0" 9.5" 5.5" 8.5" 15.0" 15.0" 7.5" 4.5" 7.5" 10.5" 0�► . ® �p 70 f6.0" I3.0" 7.0" 11.0" 16.0" f5.5" 8.0" _5.0" 7.S" 11.5" 15.0" 7.S" 4.5" 7.5" 10.5" 7 / 8 COMBINATION 0 15.0" 5' 4.5" 7.5" 10.5" 15.0" 7.5" 4.5" 7.5" 10.5" 15.0" 7.5" 4.5" 7.5" 10.5" 2 X S(TTP.) 9 / 10 COMBINATION /v'14 1/27 UM MILLFAST 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 9.0" 13.5" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5" , o+ Q WITH 1-3140 EMBED(3275ps1 53 16.0" 16.0" 11.0" 15.0" 16.0" 16.0" 11.0"17.0" 110.5" 16.0" 13.5" 7.0" 4.5" 7.5" 9.5" O Lux -. x U -. W d MIN CONCRETE) 62 16,0-1,15.011 8.5" 13.0" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5" 13.5" 7.0" 4.5" 7.5" 9.5" 70 16.0" 12.0" 7.0" 11.0" 16.011 14.0" 7.0" 4.5" 8.0" 10.5" 13.5" 7.0" 4.5" 7.5" 9.5" d {9 a _-- um � u n " n n n " 100 13.5 7.0 4.5 7.5 9.5 13.5" 7.0 4.5 7.5' 9.5" 13.5" 7.0" 4.5' 7.S" 9.S" 1/4"ELCO CRETEFLEX SS4 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.5" 16.0" 16.0" 16.0" 12.5" 8.0" 13.0" 16.0" .1 x S(TYP.) 2 x S(TYP.1 W .-w 3 0 W/2"EMBED(3350pst MIN 53 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 15.5" 16.0" 16.0" 10.0" 6.5" 11.0" 14.0" f CONC) 62 16.0" 16.0" 12.5' 16.0"116.0" 16.0" 12.5" 8.0" 13.0" 16.0" 16.D" 10.0" 6.5" 11.0"114-0" Y 70 16.0" 16.0" 10.5" 16.0" 16.0" 16.0" 10.5" 7.0" 11.5" 15.0" 16.0" 10.0" b.5" 11.0" 14.011 OW to W ,. 100 16.0" 10.0" 6.5" 11.0" 14.0" 16.0" 10.0" 6.5" 11.0" 14.0"1160"10-0-16.5" 111.0"J14.011 '40 1"MIN EDGE DISTANCE NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. a C1 C2 Cs C4 C5 C1 C2 __C3 C4 C5 C1 C2 C3 C4 C5 _ SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITW TAPCON ORELCO 43 16.0" 16.0" 7.5" 8.0" 16.0" 16.0" 16.0" 5.0" 15.511 16.0" 16.0" 9.01113.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE D WITH OUTSIDE Ln ULTRACON WITH 1-3/4° 53 16.0" 16.0" 5.5" 6.5" 16.0" 16.0" 12.0" 4.5" 16.0" 14.5" 7.5" 10.0" ANCHORS ONLY n m EMBED(3192ps1 MIN CONC) 62 16.0" 15.5" 4.5" 5.5" 16.0" 16.0" 9.0"f/mmmfim, 14.5' 14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE (a WITH OUTSIDE ANCHORS ONLY _70 16.0" 12.5" 4.0" 5.0" 16.0" 15.0" 7.5" 11.0" 14.5" 7.5" 10.0" �� _ f00 14.5" 7.5" �10.0 14_.5 7.5" 10.0" 14.5" 7.5" 10.0" N ' 1/4"MILLENIUM MILLFAST _43_ 16.0" 16.0" 11._0"_ 13.5" 16.0" 16.0" 13.0_" 6.5" 9.5" 16.0" 13.0" 7.0" 4.0" 6.5" 10.5" WITH 1-3/40 EMBED(3275psl 53 16.0 16.0" 8.0" 11.0" 16.0" 16.0" 9.Q" S.0" 7.5" 16.0" 10.5" 5.5". 5.5" 7.5" ANCHOR NOTES: d MIN CONCRETE) 62 16.0" 11.5" 6.0" 9.0" 16.0" 13.5" 7.0" 4.0" 6.5" 11.0" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE.FOR DETERMINING ANCHOR SPACING U) a 70 16.0" 4.5" 5.5" 8.0" 16.0"Ill. 5.5" 5.5" 8.5- 110.5--15.51, 5.5" 7.5" WONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �g p rej a�F iQ0 10.5' 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1), a g cc .4 U 1.1/4"MIN EDGE DISTANCE Zm s z 1/4"ALL-POINTS SOLD-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 3 S ANCHOR W/7/8°EMBED& Cl C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.0" 16.0" 6.5" 10.5" 16.0" 1_6.0" 1_2.0" S 5" 17.5" 16.0" 12.5" 6.�' ' 3.0" f 5.0" 10.00 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER o g 2 {3000pst MIN GONC) 53 16.0" 15.0" 6.5 8.0 f6.d" 16.0" 8.5" 4.0" 6.0 15.5" 10.0" S.0" 4.0" 7.0' THAN OR EQUAL TO SHUTTER SPAN. + • u: a _.._ _ �+ 62 16.0" 11.0" 5.0" 7 0" 16.0" 12.5" 6.5" 3.5" 5.0" 10.0" 10.0" S.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. � • 0�:•S+ g ••• �• $ 7d 16.0" 9.0" 4.5" 6:0" 16.0" 10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" p 100 10.0" 5.d" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE • • ••�••$ see, • BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 3"MIN EDGE DISTANCE ANCHOR TYPF,WED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ••• •• 1/4°ALL-POINTS SOLID-SET CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF •• • • • :•• •o .2 ANCHOR W/7/8"EMBED& Cf C2 C3 C4 C5 Cl C2 C3 C4 C5 Ci C2 C3 C4 GS LL 1/4-20 SS MACHINE SCREW 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.5" 16.0" 16.0" 16.0" 11.0" 7.0" 11.0" 16.0" CONNECTION TYPE. • •• '•• - •• • •• • cH (3d00psi MIN CONC) 53 16.0" 16.0" 13.5" 16.0" f6.0" 16.00 14.0" 8.5" 13.5" 16.0" 16.0" 8.S" S.S" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NO CONCRETE • • 62 16.0" 16.0" 10.5" 16.0" 16.0" 16.0" 11.0" 7.0" 11.0" 16.0" 16.0" 8.5" 5.5" 9.5" 12.W' ONLY. • so.* • +� 70 16.0" 15.0" 9.0" 14.0" 16.0" 16.0" 9.0" 6.0" 10.0" 13.0" 16.0" 8.5" 5.5" 9.5" 12.0" 6.. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED • • • • •• :• ,. IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT .n 100 16.0" 8,5" 5,5" 9.5" 12.0" 16.0" 8.5" 5.5' 9.5 12.0" 16.0' 8.5' 5.5" 9.5" 12.0" 20" MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER • : • • •• :• " 1/4"POWERS SS DROP-IN FINISHES. m W/1/4-20 SS BOLT AND CI C2 C3 C4 C5 CI C2 C3 C4 C5 Cl r C2 C3 C4 C5 i.e. c a t - 1"EMBED(3000ps1 MIN 43 16.0" 1!m,;: 14.0" 16.0" 16.0" 16.0" 14.0" 8.0" 12.5" 16.0" 14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING S T RUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITION•• • •• • CONC) 53 16.0"116.0 9.5" 14.0" 16.0" 16.0" 9.5" 6.0" 10.0" 16.0" 11.5" 6.0" 4.0" 7.0" 8.0" VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING • g _ _ __ _ MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR J e 8� a 62 16.00 12.5" 7.5" 12.0" 16.0" 14.5" 7.5" 5.0" 8.5" 11.5" 11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. S! o • 70 16.0"110.0" 6.5" 10.5" 16.0" 12.0" 6.0" 4.0" 7.5" 9.0" 11.5" b.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 100 11.51,16.0" 4.0" 7.0" &W 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2"X 4"(MIN_.)WOOD STUD.3/4" i 114°POWERS SS DROP-IN ____ _ 3-1/2"MIN EDGE DISTANCE SAVE PHILLIPS PAN HEAD OR HEX R WOOD FRAMING. LAG SCREWS SHALL ¢ °D W/1/4-20 SS BOLT AND Cl C2 C3 C4 C5 Ci C2 C3 C4 CS C1 C2 C3 C4 C5 D. M " n " n E 1°EMBED(3000psi MIN 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 14.5" 9.0" 13.5 16.0 15.0 7.5 5.0" 9.0" 12.0" g. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2 ENGAGEMENT OF THREADS IN CONC) S3 16.00 16.0" 10.5" 15.0" 16.0" 16.4" 10.0" 6.5" 10.5" 16.01, 12.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 62 16.0" 13.0" 8.0" 12.5" 16.0" 15.0" 8.0" 5.0" 9.0" 12.0" 12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. d �� ° 70 16.0" 10.5" 7.0" 11.0" 16.0" 12.5" 6.5" 4.5' 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" V a ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.S" 8.5 12.0" 6.0" 14.0" 7.5" 8.5" 2"MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER WINGNUT. us=PE #12 SMS W/2°EYEWALL Cl C2 C3 C4 C5 Ci C2 C3 C4 C5 Cl C2 C3 C4 CS ARMOR INSERT W/2"EMBED 43 16.0" 16.0"111.5" 14.0" 16.0" 16.0" 16.0" 7.5" 10.0" 16.0" 16.0" 9.0" 4.5" 6.5'_13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. Jr 2339 (2000p51 MIN CONC) 53 16.0" 16.0" 8.5" 11.0" 16.0" 16.0" 11.5" 5.5" 8.0" 16.0" 14.0" 7.0" 3.5" S. 10.0" - t 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO SCw>Gz E 62 16.0" 15.0' 7.0' 9.5" 16.0" 16.0" 9.0 4.5' 6.5" 14.0 14.0 7.0' 3.5' 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL ;A- 11 ADESCREPTlQN➢ 70 16.0" 12.0" 6.0" 8.0" 16.0" 14.5" 7.5" 4.0" 6.0" 10.5" 14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.5" 10.0" 14.0" 7.0" 3.5" 5.5" 10.0" 14.0" 7.0" 3.5" 5.5" 10.0" #12 SMS W/2.75"EYEWALL 43 16.0" 16.0" 16.0" 16.0".16.0" 16.0" 16.0" 10.0" 14.0" 16.0" 16.0" 11.5" 6.0- 19.5" 16.0" c9 9 ARMOR INSERT W/2.50 53 16.0" 16.0" 12.0" 16.0" 16.0" 16.0" 15.0" 7.5" 11.0" 16.0" 16.0" 9.0" 5.0" EMBED(2000ps1 MIN CONC) 62 16.0" 16.0" 9.5" 13.5" 16.0" 16.0" 11.5" 6.S" 9.5" 16.0" 16.0" 9.0" 5.0" 8.0" 13.0" 70 16.0" 16.0" 8.0" 11.5" 16.0" 16.0" 9.5" 5.5" 8.5" 14.0" 16.0" 9.0" 5.0" 8.0" 100 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0" P.F_ 04� �ry Q ANCHOR SCHEDULE: CONCRETE, CONT: ® e•°e. ::��a®,®® N 2-3/16°MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To b'-0" Spans Up To 8'-3" Spans Up To 12'-0" $ ° LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE O ANCHOR (pst) � C1 C2 C3 C4 I C5 Cl I C2 C3 C4 C5 Cl C2 I C3 C4 C5 Cl C2 C3 I C4 C5 Cl I C2 q I C4 I C5 Cl C2 I C3 C4 CS 5/16"1TW TAPCON XL WITH 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.0" 16.0" 16.0" 16.0" 11.0" 7.0" 12.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" i6.0" 16.0" 12.5"116.0"116.0" 16.0"111.5" 7.5" 12.0" 16,0" 1-3/4"EMBED(2899ps!MIN 53 16.0"116.0" 14.0" 16.0" 16.0" 16.0" 14.5" 9.0" 14.0" 16.0" 16.0" 9.0" 6.0" 10.0" 12.5".16.0' 1b.0" 14,5" 16.0" 16.0" 16.0" 15.0" 9.0" 14.5" 16.d" I6.0" 9.5" 6.0" 10.5" 13.0" �(/A ® e s CONC) 62 16.0" i6.Q" 11.5" 16.0" 16.0" 16.0" 11.5" 7.5" 12.0" 16.0" 16.0" 9.0" 6.0" 10.0" 12.5" 16.0" 16.0" 11.5" 16.0" 16.0" 16.0" 11.5" 7.5" 12.0" 16.0" 16.0" 9.5" 6.0" 10.5" 13.0" ®/®B �i�� 70 16.0" 15.5" 9.5" 15.0" 16.0" 16.0" 9.5" 6.0" 10.5" 13.5" 16:0" 9.0" 6.0" 10.0" 12.5' 16.0" 16.0" 10,0" 15.0" 16.0" 16.0" 10.0" 6.5" f0,5" 14.0" 16.0" 9.5" 6.0" 10.5" 13.0" 'B® 100 16.0" 9,0" 6.0" 10.0" 12.5" 16.0" 9.0' 6.0" 10.0" 12.5" 16.0' 9.0 6.0 10.0" 12.5" 16.0" 9.5" 6.0" 10.5 13.0 16.0 9.5" 6.0" 10.5' 13.0 16.0" 9.5" b.0 10.5 13.0" ®® ��4ia w S/16"ELCO ULTRACON WITH 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.5' 16.0" 16.0" 16.0" 12.0" 8.0" [13.5"_ 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.d" 16.0" 15.0" ib.0" 16.0" 16.0" 13.0" 9.0" 15.0" 16.0" - 1-3/4"EMBED(3500ps1 MIN 53 16.0" 16.0" 1b.0" I6.0" i6.0" 16.0" 15.5' 10.0" 16.0" 16.0" 16.0" 9.5" 6.5" 5" 13.5" 16,0" 16.0" 16,0" 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 16.0" 16.0" 10.5" 7.5" 12.5" 15.0" e CONC) 62 16.0" 16.0" 12.5" 16.0" 16.0" 1_6,0" 12.0" 8.d" 14.0" 16.0" 16.0" 9,5" 6.5" 5" 13.5" 16.0" 16.0" 14.0" 16.0" 16.0" 16.0" 13.5" 9.Q" 15.0" 16,0" 16.0" 10.5" 7.5" 12.5" 15.0" toz 70 16.0" 16.0" 10.5" 16.0" 16.0" 16.0" 10.0" 7.0" 12.0" 14.5" 16.0" 9.5" 6.5" 5" 13.5" 16.0" 16.0" 11.5" 16.0" 16.0" 16.0" 11.0" 7.5" 13.0" 16.0" 16.0" 10.5" 7.5" 12.5" 15.0U 100 16.0" 9.5" 6.5" 11.5" 13.5" ib.0" 9.5" 6.S" 11.5" 13.5" 16.0" 9.5" 6.5" 5" 13.5" 16.0" 10.5" 7.5" 12.5" 15.0" 16.0" 10.5" 7,S" 12.S" 15.0" 16.0" 10.5" 7.5" 112.5"115.0-13 1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE 3"MIN EDGE DISTANCE ?y L"' m W/1-3/4"EMBED(3004psi Cl C2 C3 C4 C5 Cl C2 q C4 C5 Cl C2 C3 C4 CS Ci C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS V!R X jw MIN CONC) 43 16.0" 14.5' 6.5" 8.5" 16.0" 12.5" 7.0" 4.0" 6.0" 12.5' 7.0" 3.5" 4.0" 5.5" 16.0" 16.0" 13.5" 16.0" 16.0" ]6.0" f4.0" 8.0" 12.0" i6.0" 14.5" 7.5" 4.5' 8.0" 11,5" W a 53 14.0" 8.5" 4.5" 6.5" 14.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0" 16,0" 9.5" 13.5" 16.0" 16.0" 9.5" 6,0" 9.S" 16.0" 12.0" b,Q" 4.0" 6.5" 62 11.5" 6.5" 3.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0" 13.0" 7.5" 11.0" 16.0" g12.00 7.5" 5.0" 8.0" 12.0" 12.0" 6.0" 4.0" 6.5" 8.-5 a £ 70 95" 5.0" 3.0" S.0" 10.0" 6.0" 3,0" 3.5" 4.5" b.0" 3.0" 3.0" 4.0" 16.0" 10.5" 6.5" 10.0" 16.0" 6.S" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6.5" 8.5" 100 6.0" 3.0" 3.0-T4.0-16.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 12.0" 6.0" 4.0" 6.5" 8.5" 6. 4.0" 6.5" 8.5" iZ_0" b.0" 4.0" 6.5" 8.5" - ANCHOR CHER LEo HOLLOW CONCRETE BLOCK Al 2-1/2"MIN EDGE DISTANCE b"j, - 1"MIN EDGE DISTANCE - Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-d" Spans Up To 6'-0" ,Spans Up To 8'-3" Spans Up To 12'-0" W. LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE d s ANCHOR (PS() Cl f C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 I C4 C5 N rn'a 0 m i ITW TAPCON WITH 43 8.5' 7.0" 3.S" 8.5" 6.0" 3.5" 6,0" 3.S" 11.5" 10.0" S.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" 8.5" 4.5" 3.0 4.0 00-0 'c O M 1-1/4"EMBED 53 7.0" 4.0" 7.0" 4.5" 4.5" 9.5 6.0 3.5" 5.0 9.5 6.0' 3.0' Q 16 62 5.5" 3 0" 6.0" 3.5" 8.0" 4.Q" 4.5" 8.0" 5,0" / -a .0 5.0" 3.0" 6.5' 3.5" 3.5" 6,5" 4.0" 1/4" UtTRACON WITH 43 13.d" 10.5' b.5" 13.0" 9.0 9.0" 13.0"110.5-14.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0" 5.0" 4.0" • Lr-✓ •• O ••• •• 1-1/4"EMBED 53 10.5"16.5" 10.5" 6.S" 6.5" 10.5"16.5" 3.5" 5.0" 10.5" 6.5 3.5" 3.5" 6,5" 4,0" 3.0" •• • • g • v 62 8.5" 9.0 8.5" 4.5" 4.0" 9.0'. 5.0"+ 4.0" 4.0" 3.0" + • • $ 3.0 4.0 3.0" •• :• a • ••• •• m 70 7.0" 7.5" 7.0" 3.5" 3 5" 7.S' 4.5": " m ]00 4.0" 3.0" 4.0"+ 3.0" 4.0" 3.0" •• •• .. • • • a° OO 1/4"MILLENIUM MILLFAS 43 12.5" 10.5 4.0" 5.0 12.5" 9.0" S.0" 9.0" S. 4.0" 13.5" 11.5" 5.5" 7.5" 13.5" 10.0'! 5.5" 5.0" 10.0" 5.5" 4.5" ' •• • • • • 5 m ANCHOR W/1-1/4"EMBED 53 ]0.0" 6.0" A.0" 10,0" 6.5" 6.0 4.0" 11.0" 6.5' 4.0" 5.5" 11.0" 7.0" 4.0 7.0" 4.5" ' • • •• •• H 62 8.0" 4.5" 8.5" S.0" / 9.0" A5.0' S.0" 9.5" 5.5" 4.5" 4.5" ••• •4.0" 40"70 6.5" 7. 4.0" 4.Q 7.5" 4 4" 8.0" 4.5" 4.5" • • • •• •• •• • ••• •• z 100 4.0" 4.0" 4.0" 4.5" 4.5" 4.5" ••• • • •• • • O • • ,. U 1-1/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE • • • • ••• •• a 1/4"ALL-POINTS SOLID-SET - -' O ANCHOR W/7/8"EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 ClCi C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 • $ 1/4-20 SS MACHINE SCREW 43 15.0"113. 5.0" 6.0" 15.0" 11.0" 6.0" 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" 16.0" 16.0" 8.5" 10.0" 16.0" 16.0" 10.5" 5,0 7.0" 16.0" 11.0" 5.S" 3.0" 4.5" 8.5" • R� ••• •• _ - - • c� • • z 53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" S.0" % 3.5" 16.0" 13,0" 6.0" B.0" 16.0" 14.0" 7.5" 4.0" 5 S" 13.5" 9.0" 4.5" 4.d" 6.5" o ? • 62 10.0" 5.5" 4.0" 10.5" 6.5" 3.0" S,0" 16.0" 9.5" 5.0" 6.5" 16.0" 11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" • o 70 8.5" 4.S" 3.5" 9.0" 5.5" 4.0" 5.0" 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5" 4.0" 7.0" _9.0" 4,5" 4.0" 6.5" 100 5,0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6,5" 9.0" 4.5" 4.0" 6.5" 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE 5� 5/16"ITW TAPCON XL WITH CR 1-3/4'EMBED Cl C2 C3 C4 CS 43 Cl C2 q C4 CS Cl 02 C3 C4 C5 Cl C2 q C4 C5 ci I-c2 C3 C4 C5 C1 C2 C3 C4 C5 m 53 62 - _ _ s 74 100 1-9/16°MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE a 5/16"ELCO ULTRACON WITH Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Ci C2 C3 C4 C5 Cl C2 C3 C4 C5 COPYRWFAAWLBEWARDOP.E 1-1/4"EMBED 7.0" 43 12.0" 10.0' 12.0" 8.5" 8.5 16.0" 16.0" 8.5" 11.0" 16.0 15.0 8.5 7.5 15.0 8.55-2339 53 9.51, 9. 6.0" 6.0" 16.0" 10.5" 6.0" 8.5" lb.d" 11.0" 6.0" 10.5 7.0" 62 8.0 8.0" 14.0" 7.5" 7.0" 14.5" 8,5 7.0 7.0 SCALE' 70 6.5" 7.0" PAGE DESCRaPTION: 100 J ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES. fffig6 �R®po.P.E. ANCHOR SC HEDULEn HOLLOW CONCRETE BLOCK ®® _ 2"MIN EDGE DISTANCE j Spans Up 7o 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (psf) ° ®"46 = Cl CZ C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 I C4 C5 e #12 SMS W/2"EYEWALL 43 16.0" 16.0" 7,5" 9.0" 16.0" 15.5" 8.5" 4.S" 6.5" 15.5" 8.5" 4.5' 4.0" 7.d" ' $ ARMOR INSERT WJ 1-1/4" 53 16.0" 10.5" 5.0" 7.0" 16.0" 11.0" 6.0" 3.S" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" 0 EMBED �� 9.0.. " m` 62 14.0" 7.5 4.0" 6.0" 14.5" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5" S.0" "" =m 70 11.5" G.0" 3.5" 5.5" 12.5" 7,5" 3,5" 3.5" 5.5" 7.0" 3.5" ee C z 100 7.0" 3.5" 3.5" / ANCHOR SCHE® LEd WOOD (G-0.55) M 3/4"MIN EDGE:DISTANCE a 0 a Spans U0 To 6'-0" Spans Up To 8'-3" S an5 Up To 12'-0" r m, W ° LOAD CONN TYPE CONN TYPE CONN TYPE =N ANCHOR (p ) C1 1 C2 C3 C4 C5 G1 I C2 C3 C4 CS C1 I C2 C3 C4 I C5 ° LU m 1/4"LAG SCREW WITH 1-3/4" 43 16.0" 16.0" 11.5" 12.5" 16.0" 16.0" 16.0" 7.5" 9.0" 16.0" 16.0" 14.5" 4.5" 6.0" 16.0" g MIN THREAD PENETRATION 53 16.0" 16.0'1 8.5" 10.0" 16.0' 16.0" 16.0" 6.0" 7.0" 16.0„ 16.0" 11.5" 4,0" 5.0" 16.0" O W°..' 62 16.0" 16.0' 7.0" 8.5 16.0' 16.0" 14.5" 5.0" 6.0 16.0 16.0" 11.5" 4.0" 5.0" 16.0' 70 16,0" 16.0" 6.0" 7.5" 16.0" 16.0" 12.5" 4.0" 5.5" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" a _ 100 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" `n 7/16"WOOD BUSHING WITH 43 16.0" $. " ,' 16.0" 15.5!1 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" m 0 1.13"MIN EMBED&iJ4-20 53 16.0" 10.5" 5.5' 8.0" 16.0" 11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" ,4.0" 5.0" 110, V SS MACHINE SCREW 62 14.0" 8.0" 4.5"' 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" n m m p s 70 12.0" 6.0" 3.5" 5.5' 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" r O 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" #14 SMS OR#14 WOOD 43 16.0" 16.0" 12.5" 14.5" 16.0" 16.0" 16.0" 8.0" 10.0" 16.0" 16.0".11.5" 5.0" 7.0" 16.0" SCREW THREAD PENETRATION 1-3/ IN 53 16.0" 16.W' 9.0" 11.5" 16.011 16.0' 15.0" 6.0" 8.0`1 16.0" 16.0" 9,5" 4.0" 5,511 13.0'1 W78 d 62 16,0" 16.0 7.5" 9.5_ 16.0 16.0' 11.5" 5.0" 7.0' 16.0" 16.0 9.5" 4.0 5.5' 13.0' o g` 70 1b.0" 16.0" 6.5" 8.5" 16.0" 16.0" 10.0" 4.5" 6.0" 14.0" 16.0" 9.5" 4.0" 5.5" 13.0" N . M $ 100 16.0" 9.5" 4.0" 5.5" 13.0" 16.0" 9.5" 4.0" 5.5" 13.0" 16.0" 9.5" 4.0" 5.S" 13.0" a m 73 Q uJ ANCHORSCHEDULE: WOOD (G®0•42)_ 3/4"MIN EDGE DISTANCE Q ` • LU G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" • : ; } a •. •• �j D ��� CONN TYPE CONN TYPE GONN TYPE • • • az� ANCHOR (psf) Cl ' Gt u .Y v %i C� C3 C4 C5 Cl C2' C3 C4 I C5 •• • •• o g Fa ••• •• •• • •• i• m 1/4"LAG SCREW WITH i-3/4" 43 i6.0" 16.0" 9.0" 10.0" 16.0" 16.0" 16.0" 5.5" 7.0" 16.0" 16.0" 9.5" 3.5" 4.5" 15.0" V MIN THREAD PENETRATION 53 16.0" 16.0" 6.5" 8.0" 16.0" 16.0" 12_.5" 4.5" 5.5" 16,0" 15.0" 7.5'° 3.0" 4.0" 11.0" ••• •• c+ • ¢ •• •• 62 16.0" 16.0" 5.5" 6.5' 16.0" 16.0" 9.5" 3.5" 5.0" 15.0" 15.0" 7.5" 3.0" 4.0" 11.0" •• • • • • ••g• 70 16.0" 13.5" 4.5" 6.0" 16.0" 16.0" 8.0" 3.0" 4•m' 11,5" 15,0" 7.5" 3.0" 4.0" 11.0" •• • Imo?+- •• • u 100 15.0" 7.5" 3.0" 4.0" 11.0"115.0"17.5" 3.0" 4.0" 11.0" 15.0" 7.5" 3.0" 4.0" 11.0" ••' • _ •• •• •• o , ••• • ��•� i •• •• �+ #14 SMS OR#14 WOOD 43 16.0" 16.0" 8.5' 10.5" 16.0" 16.0" 12.5" 5.5" 7.0" 16.0" 13.0" 6.5' 3.5" 5.0" 10.5" p SCREW WITH 1-3J4"MIN 53 16.0" 16.0" 6.5" 8.0" 16.0" 16,0" 8.5" 4.0" 5.5" 16.0" 10,5" 5.5" 2.5" 4.0" 7.5" ••• • • • O THREAD PENETRATION „ -- - - • • 62 16.0" 11.5" 5.0" 7.0" 16.0' 13.0" 6.5 3.5" 5.0' ic.;' ;^.``� 5 5" 2.5" 4.0" 7.5" • • • • •• i• ro n " 6. . .511' 2.5" 4.0" 70 16.0 9.5 4.5 16.0" 110" 5.5" 3.0 4.0 5.5 . . . 2. _ 4 2.S" 4.0" 77..55" 100 10.5" 5.5" " •••• o J •• •• o • ANCHOR SCHEDULE-0 GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE j Spans Uo To 6'-0" Spans Up To 8'-3" Spans Up To 12'0" c , LOAD CONN TYPE CONN TYPE CONN TYPE m O ANCHOR (pso m z C1 C2 I C3 C4 C5 C1 C2 I C3 I C4 + C5 C1 C2 I C3 I C4 C5 5/16"ITW TAPCON XL W/ 43 16.0" 16.0" 16,0`_' 16.0" 16.0" 16.0" 16.0" 15.0"[16.0" 16.0" 16,0" 15.0" 9.0" 14.0" 16.0" '- 6 2-1/4"MIN.EMBED 53 16.0" 16.0" 16.d" 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 16.0" 16.0" 12.0" 7.5" 12.0" 16.0" a E; •a� 62 16.0" 16.0" 14.0" 16.0" 16.0" 16.0" 15.0" 9.0" 14.0" 16.0" 16.0" 12.0" 7.5" 12.0" 16.0" ' d 70 16.W' 16.0" 11.5" 16.0" 16.0" 16.0" 12.5" 8.0" 12.5" 16.0" 16.0" 12.0" 7.5" 12.0" 16.0" a 100 16.0" 12.0" 7.5" 12.0" 16.0" 16.0" 12.0" 7.5" 12.0" 16.0"116.0".12.0" 7.5" 12.0" 16.0" 'fit R Y m 5/16"ELCO ULTRCON W/ 0430 196.00" 16.0" 10.5" 154.50" 1665.0" 196.0"j10.5" 6.5" 59..5" 16.0" 11.0" 5.5" 6.5" 9.0" N _AB O Pk 0w 53 ib.0" 13.5" 7.5" 11.0" 1b.0" 14. 7.5" .5 13.5" 9.0" .5' -2'339 rm 62 i6.0" 10.0" 6.0" 9.0 16.0 9.0" 9.0fi SCALP- 70 15.0"1 8.0" 5.0" 6.5" .oll PAGE DISCUPTSDNiO . .0" t9 U 2"MIN EDGE DISTANCE C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 I C5 #12 SMS W/2"EYEWALL 43 16.0" 1.6.0" 9.5" 11.5" 16.0" 16.0" 14.0" 6.0" 8.0" 16.0" 14.5" 7.5' 3.5" 5.5" 11.5" ARMOR INSERT W/2"EMBED 53 16.0" 16.0" 7.0" 9.0" 16.0" 16.0" 9.5" 4.5" 6.5" 16.0" 11.5" 6.d" 3.0" 4.5" 8.5" 62 16.0" 13.0" 5.5" 7.5" 16.0" 14.5" 7.5" 3.5"_ 5.5" 12.0" 11.5" 6.0" 3.0" 4.5" 8.5" 70 16.0" 10.5" 5.0" 6.5" 16.0" 12.5" 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES: SEE SHEET lui _. 9 FOR ANCHOR NOTES. 100 11.5" 6.0" 3.0" 4.5' 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"