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WS-14-971C2 1 10 11 N 11 Q Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type:BUILDING CSI -EIS MAY 10 914 84 FBC 201 P Permit No. i C1 Master Permit No. ROOFING JOB ADDRESS: u6ye r,5 (d- y 11300 AJ E ; rm cf Av-r—el- - 5C City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): AQY ry Phone#: 306,- s99 -3'7c1. o Address: 1170C ft/ E Jt4j '4 V& a City: I'q1Aa 1 !4®lrt-5 State: F Zip: 71-3161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: C C b �d i l�• Phone#: Z2f 723q— .3 Address: l g t l 5W -!7 t' 4 V e City: AA) Nit k11,= C State: 6 c Zip: 7 Qualifier Name: Ckr t'S Phone#:'76-'i "•,ZTJ— 3 State Certification or Registration #: Certificate of Competency #: ®a 8-50 �09 Contact Phone#: 75q:,934 --79f 3 Email Address: acdoyc cooncest®�c��y TI'tSIGNER:'Ar tect/Engineer ,- Phone# V,a)ng of Work foi• this Perwtt $ Square/Linear Footage of Work: _ Type of Work: ❑Addition DAlteration ONew Okepair/Replace ODemolition Description of Work: Weaheeje Pycw-ie. cVK H5C `-' Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $,z Lq-" Gf — 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 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 ee will beecharged. SignatureW — 4Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this l� day of APIA, , 201i , by _SUSAN A.o rOWAAl. , who is personally known to or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: � I -,b r L j V. My Commission Expires: G U FFRY J. YAO & CoNzassION # EE36829 EXPIRES: Nov®ba 12, 2014 PI. N.1my Dim As m. Co. The foregoing instrum%t was acknowledged before me this day of / 20AW by who is personally known to me or who has produced NOTARY as identification and who <'il My Commission Expires: Q �KI-VI&2014b �Y�9eeYsYsY�4: drnYsY YsBd: sYc84e4: ok9: Yshdr4ro49e9F��ka49e,Yde9e4r:Y�dFsY4r3e�Y�YsY�YaY�Y:Yr7eae�9e�YaY�Y k�t4rae,Y��Y�sYAr,�9e3: r�r3c�YaY�Sr�Y9e�k�Y9: dr4nYsF9e3: tY�Y�Y9nY�k�Y�YaY�strtYetr�Y9e�YsY4ro4dr�Y�Y�irdF APPROVED BY �--"'� Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) )� CERTIFICATE OF °°5 LIABILITY INSURANCE PRODUCER 5//12/12/2001414 POLICY NUMBER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION John Perry Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1008 W. S agatnore Ave' Ste. 1 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR GENERAL LIABILITY % COMMCIAL GENERAL LIABILITY r CLAIMSMADE � OCCUR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Clewiston, FL 33440 05/09/15 863-983-8222 INSURERS AFFORDING COVERAGE NAIC9 INSURED C C DOOR CORPORATION INSURER A: QBE SPECIALTY COWANY CHRIS CASEY INSURER B: 5350 W SR 84 Bay #5 INSURER C: FT LAUDERDALE, FL 33314 INSURER D: INSURER E: rnvcoer_ec 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 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF IN§URANCE POLICY NUMBER PDOp I YEFEFF°ECTIVE P LIY EXPIRATION DA LIMITS GENERAL LIABILITY % COMMCIAL GENERAL LIABILITY r CLAIMSMADE � OCCUR 0623201OCC682858 05/09/14 05/09/15 EACH OCCURRENCE $ 1,000,000 --- ET(rRERTEIT- PREMISES Ea ooaurer>ce $ "` 100, 000 MED EXP (Any one peraon) $ 5,000 PERSONAL BADV INJURY $ J;,000,000 GENERAL AGGREGATE $ 4!,000,000 GEMLAGGREGATE LIMIT APPLIES PER, POLICY JECT LOC PRODUCTS -COMP/OPAGG $ 2,000,000 AUTOMOBILE LIABILITY ANYAl1T0 COMBINED SINGLE LIMIT $ , (Ea accident) ALLOWNEDAUTOS A. SCHEDULED AUTOS BODILYINJURY $ (Per person) HIRED AUTOS NON-OWNEDAUTOS BODILYINJURY $ (Persoc dent) PROPERTY DAMAGE $ (Peraccident) GARAG�LIABILITY AUTO ONLY- EAACCIDENT $ IAUTOONLY. AI�fAUTO OTHERTHAN EAACC $ ".." AGG $ C.. EXCESS/UMBRELLA LABILITY OCC(1/t. FICLAIMSMADE EACH OCCURRENCE $ AGGREGATE $ $ s. B DEOUCTIBLE $ , RETENTION $ $ WORKERSCOMPENSATIONAND EMPLOYERS' � LIABILITY TORYLI S ER E.L. EACH ACCIDENT $ --- avY PRorwETORtPARTNEwp�cUTIVe OFFICE(?Md11BER EXCLI>DED7 ,=,I -under SPECIAL PROVISIONS below E.L. DISEASE - EA EMPLOYE $ • E.L DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES/ EXCLU84ONSADDED BY ENDORSEMENT I SPECIAL PROVISIONS Contractor license#: 06BS01168 r MIAbg SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE NZANX SHORE, FL 33138 ACORD25(2007/08) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY I(IND UPON THE INSURER, ITS AGENTS OR AUTHORIZED CERTIFICATE OF LIABILITY INSURANCE e 5/8/ Date 2014 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. This Certificate is Issued as a matter of Information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend Holiday, FL 34691 or alter the coverage afforded by the policies below. Insurers Affording Coverage MAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 Insurer B: 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages no pol iaes of insurance listed below have been issued to the insured named above for the policy penod indicated. Notwithstanding any, requirement, term or condition of any contract orother 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Commercial General Liability Each Occurrence Damage to rented premises (EA occurrence) Claims Made13 Occur Med Exp aggregate limit applies per: Personal Adv Injury General AggregateProducts Polity ❑ Project ❑ LOC - Comp/Op Agg pneral TOM O BI L E LIABILITY Combined Single Limit Any Auto (EA Accident) All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) $ EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑ Claims Made Deductible Aggregate A Workers Compensation and Employers' Liability WC 71949 01/01/2014 01/01/2015 x I WC statu- tory Limits I OTH- ER Any proprietor/partner/executive officer/member excluded? NO E.L. Each Accident $1,000,000 E.L. Disease- Ea Employee $1,000,000 If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 43-90-013 Coverage only applies to active empbyee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": CC Door Corp Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL. Coverage does not apply to statutory employee(s) or independent contraclor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562, Project Name- COUNTY COMP CODE: #06BS01168 / ISSUE 6-08-14 (MT) CERTIFICATE HOLDER CANCELLATION Bin Date 1/28/2014 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shell impose no obligation or liability of any kind upon the insurer, its agents or representatives. MIAMI SHORES, FL 33138 MIAM - For more infermation,visNwww miainidnde asvrtaxoellecter NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. of propedY.and street/address: CFN 2014R034-0032 OR Bk 29147 Ps 1234; (1pq) RECORDED 05/'12r`201 12;45--`3 HARVEY RUVINP CLERK OF COURT MIAMI--DADE IOUNTl''P FLORIDA LAST PAGE Space above reserved for use of recording office 2. Description of improvement: +� 3. Owner(s) name and ac( ss Interest. in property:... (L®=? iA .. ly1 ,1j�®9' Name and address of fee simple titleholder: �!T — 4. Uontractor's name address and phong number, S. Surety: (Paymenrbond equired by owner Trym contractor, if any) Name, address and phone number:____._ Amount of bond 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARDING TO OWNER: ANY PAYMEN TS MADE BY 1 HE OWNER AFTER THE EXPIRATICiN OF TI•IE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMEN I"S UNDER CHAPTER 711 PART 1. SECTION 713.13. FLOMDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CCAAMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOf,J INTEND TO OSTAIN FINANCING. rX X4SOLT WITH YOUR LENDER OR R AN ATTORI`4CY Fi -FORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signature(s) of Ow er(s or Own Authori9d Ofpcer/Director/Partner/Manager Prepared B _ G fir P Y ( Prepared Byr___ Print Name -_S Print Name._ry Title/Office �• �- Title/Office _..._..._ STATE OF FLORIDA COUNTY OF MIAMI-DADE " �/ The foregoing instrument was acknowledged before me this _I may of AAQ®' By Q0 Individfor Personally known, or L6 produced the following type of identifrc Signature of Notary Public: ar.wen tCil54t v e .:. o... My CNT3 �tl$� O1V 1W EE3;w Under penalties of perjury, I declare Awmad M64M that the facts stated in It are true, to fLOFUDA,_COUNT OF• )ADE. op of the Signature( of Owners, r Owner(s)h Authq�rized Officer/DirectnfFR6@fYE�AM96e3P*Ngssi, RgTeacbo�: day of gy /yl�� ^µ!4 ,n foal tiled in this office on __..........�. �Y _. n0on.. 123,01.57 PAGE 0/12 clal seat. �iRJ'EY NSS my ha RUVI LERK, of Circuit and County ®Goy Product Manufacturer Ceco Door Products Address/Phone/Email 9159 Telecom Drive Milan, TN 38358 (731) 686-4370 jbadgett@cecodoor.com Authorized Signature Jeff Badgett jbadgett@cecodoor.com Technical Representative Dwayne Charlton Address/Phone/Email 9519 Telcom Milan, TN 38358 (731) 686-4282 dchariton@cecodoor.com Quality Assurance Representative John Willdnson Address/Phone/Email 9159 Telcom Dri Milan, TN 38358 (731) 686-4385 jwilldnson@cecadoor.com Category Exterior Doors Subcategory Exterior Door Components Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By UL LLC Referenced Standard and Year (of Standard) Standard Year ANSI A250.13 2003 ASTM E330/E1886/E1996 2002 TAS -201 1994 TAS -202 1994 TAS -203 1994 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Approved Certification Agency FL4553 R7 Eouiv Ceco-FBCStandardEauivalence FL4553 odf Method 1 Option A 04/01/2014 httpJAwwvfloridabLdlcinq.oro/or/Dr am dU.asDx??warm=wGEVXOwtDauOFrF4n%2hf4nvinOOAnnllcin3nrrtnll7lmnO/.qri ,n 5/812014 ' Florida Building Code Online Date Validated 04/21/2014 • • • • • • • • • • • Date Pending FBC Approval • • • • • • • • • • • • • • • • • • • • • • Date Approved 04/22/2014 • r It • • •e• • • • • •e• Summary of Prndiirtc Bac€: ➢me.xt Contact Us :: 1940 North Monroe Street Tallahassee ci 32399 Phone: 850-487-1824 The State of Florida is an ANEW 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 vent your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address if they have one. The emails provided may be used for official communication Wth the licensee. Honever email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department with an email address Mich can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please didt JIM. Product Approval Accepts: crecit57ApEE httD:/Avmv.floridabuildiria.ora/t)r/Dr am dfl.asnlltnararrl=v;EVXCWr)nllnFrF4nO/.9hfQn%nnnnAnnilrirar,rnnn9unr,gi,m on FL* Model, Number or Name Description • • • • • • • 4553.1 Swinging Hollow Metal Door and Frame leZra.WtradstomiResistant Dooniand Frame Product • • ••• ••• ••• • Limits of use Certification Agency Certificate Approved for use in HVH2: Yes FL_4W %ZC CAC F(a53 &Wj;jN,U7,575,pdf Approved for use outside HVH2: Yes F4 R F Impact Resistant: Yes F 4 e FLES - -CAC-FXOALetterUL.Ddf Design Pressure: N/A Qualitf Aeserimce CenWast Expiration Date Other. Design Pressure varies by size & application. Inswing and 10M/2016 • • • • • • e • • outswing, singles and pairs of hollow metal doors and frames as Installation Instructions listed with Underwriters Laboratories. Reference guide information; FL4553 R7 II UL Door Installation Instructions Ddf ZHCW.R27575 for doors and ZHDL.R27576 for frames. See UL FL4553 R7 11 UL Frame Installation Instructions Pt,pdf Frame Installation Instructions for water infiltration requirements. FL4553 R7 II Windstorm Label Mnrpdf FL4553 R7 II Windstorm Label Frame pdf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bac€: ➢me.xt Contact Us :: 1940 North Monroe Street Tallahassee ci 32399 Phone: 850-487-1824 The State of Florida is an ANEW 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 vent your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address if they have one. The emails provided may be used for official communication Wth the licensee. Honever email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department with an email address Mich can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please didt JIM. Product Approval Accepts: crecit57ApEE httD:/Avmv.floridabuildiria.ora/t)r/Dr am dfl.asnlltnararrl=v;EVXCWr)nllnFrF4nO/.9hfQn%nnnnAnnilrirar,rnnn9unr,gi,m on ZHDL.R27576 - Door Frames ZHDL.R27576 ... •• Page 1 of 2 . . .. . • .... . ...... . . ....... .... Door Frames.•. ;•• .: .; : .... . . .. . Page Bottom • • • • • • • • • .. •• • :0. Door Frames .• ..•..• .. ••• •. See General Information for Door Frames CECO DOOR PRODUCTS, DIV OF ASSA ABLOY DOOR GROUP L L C 9159 TELECOM DR MILAN, TN 38358-3425 USA W • . . • • • . . .. .. . ....... R27576 Products also tested to TAS 201, TAS 202 and TAS 203. * See ZHCH for ratings and construction details. Last Uodated on 2014-02-09 Questions? Print this nage Terms of Use Page Too © 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is Included in the UL Mark, please search the Environment database for additional information regarding this product's certification. http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.... 3/26/2014 Max Design Impact Opening Load (ft - Model Configuration Wall Type Size (psf) lbs) Hollow Single Swing Drywall wood stud, 4-0,8-0 70 350 Metal Masonry Hollow Standard Swing Pair, With or Without Drywall wood stud, 8-0,8-0 70 350 Metal Hardware Mullion. Masonry Hollow Standard Swing Pair, with or without Drywall wood stud, 8-0,8-0 70 350 Metal Hollow Metal Mullion Masonry Hollow Standard Swing Pair with Transoms and Drywall, wood stud, 12-8,10- 60 350 Metal Sidelights Masonry 0 Hollow Single Swing with Transoms and Drywall wood stud, 12-8, 10- 60 350 Metal Sidelights Masonry, Steel buck 0 Hollow Window Frame Drywall wood stud, 12-8,10- 60 350 Metal Masonry, Steel Buck 0 Hollow Single swing with Readyset Fame Drywall wood stud, 3-0,7-0 70 350 Metal Masonry, Steel Buck Hollow Single Swing, Knock Down Drywall wood stud, 3-0,7-0 100 350 Metal Masonry, Steel Buck Hollow Standard Swing Single Masonry 4-0,8-0 150 350 Metal Hollow Standard Swing Pair Masonry 8-0,8-0 150 350 Metal Hollow Single Swing - Drywall, Masonry 4-0, 8-0 +/-50 — Metal Water Infiltration Hollow Standard Swing Pair, Drywall, Masonry 8-0,8-0 +/-60 — Metal With Hardware and Hollow Metal Mullion - Water Infiltration Products also tested to TAS 201, TAS 202 and TAS 203. * See ZHCH for ratings and construction details. Last Uodated on 2014-02-09 Questions? Print this nage Terms of Use Page Too © 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is Included in the UL Mark, please search the Environment database for additional information regarding this product's certification. http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.... 3/26/2014 ZHDL.R27576 - Door Frames Page 2 of 2 The appearance of a company's name or product in this database does not in itsil-aAire that droau S' id �ienQfied have been manufactured under UL's Follow -Up Service. Only those products bearing the ULMark should beeonsidered:to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. ; ; •;• : ; ; .;. W UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or CertlitgtidrStfiles)•rrust tfe presepjed it their entirety and in a non -misleading manner, without any manipulation of the data (or drawings)92!The statement Reprinted fro. the Online Certifications Directory with permission from UL" must appear adjacent to the• 4astel material. IF additionrthe re'rinted material must include a copyright notice in the following format: "© 2014 UL LLC". • • 000 • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • • • • • • % • • •• • • • • • ••• •• http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.... 3/26/2014 ZHCW.R27575 - Swinging Doors, Exterior• • • • ... Page 1 of 3 ,011 ONLINE CERTIFICATIONS DIRECTORY • • • • • • • • • • Swinging Doors, Exterior .... . .. ... .. . ... . . . . • • . See General Information for Swinging Doors Exterior • • • • • • • • • •• • • • • • ••• •• CECO DOOR PRODUCTS, DIV OF ASSA ABLOY DOOR GROUP L L C R27575 9159 TELECOM DR MILAN, TN 38358-3425 USA Impact Latch Stiffness ZHCW.R27575 Strength Test Swinging Doors, Extgrigt. Max Load (ft- Latch Throw Min Min Method Model Configuration • Page Bottom0 (psf) lbs) (in.) (lbf) (s)• Medallion, • • •• • • • • • • • 1/2 cylindrical 630 SDI-BHMA Legion, Single Soo • • ••• ••• ••• • Swinging Doors, Exterior .... . .. ... .. . ... . . . . • • . See General Information for Swinging Doors Exterior • • • • • • • • • •• • • • • • ••• •• CECO DOOR PRODUCTS, DIV OF ASSA ABLOY DOOR GROUP L L C R27575 9159 TELECOM DR MILAN, TN 38358-3425 USA http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.... 3/26/2014 Impact Latch Stiffness Design Strength Test Max Load (ft- Latch Throw Min Min Method Model Configuration Size Class (psf) lbs) (in.) (lbf) (s)• Medallion, Inswing/Outswing 3-0, I ±60 350 1/2 cylindrical 630 SDI-BHMA Legion, Single 7-0 3/4 mortise A250.13+ Ultra, Regent, Omega, Fuego, Min 18 Gauge Medallion, Inswing/Outswing 3-0, I ±70 350 1/2 cylindrical, 735 SDI-BHMA Legion, Single 7-0 1 deadbolt 3/4 mortise, A250.13+ Ultra, 1 deadbolt 1/2 act latch, Regent, 1 deadbolt (ICL) Omega, Fuego, Min 18 Gauge Medallion, Outswing 3-0, I ±60 350 3/4 mortise, 720 SDI-BHMA Legion, Single 8-0 1 deadbolt n/a A250.13+ Ultra, rim/vertical rod exit Regent, Omega, Min 18 Gauge Medallion, Outswing 3-0, I ±60 350 1/2 cylindrical 630 SDI-BHMA Legion, Single 7-0 3/4 mortise n/a A250.13+ Ultra, mortise/rim/vertical rod Regent, exit Omega, Fuego, Min 18 Gauge Medallion, Outswing 4-0, I ±70 350 3/4 mortise, 1 deadbolt 1120 SDI-BHMA Legion, Single B-0 n/a rim/vertical rod exit A250.13+ Ultra, Regent, Omega, Fuego, Min 16 Gauge Medallion, Outswing 8-0, I ±70 350 3/4 mortise, 1 deadbolt 1120 SDI-BHMA Legion, Pair 8-0 1-1/4 surface bolt A250.13+ Ultra, n/a rim/vertical rod exit Regent, Omega, Min 16 Gauge Fuego, Outswing 8-0, I ±70 350 3/4 mortise, 1 deadbolt 1120 SDI-BHMA Min 16 Pair 8-0 1-1/4 surface bolt A250.13+ Gauge Medallion, Inswing/Outswing 4-0, I ±150 350 3/4 mortise, 2400 SDI-BHMA Regent, B-0 1 deadbolt A250.13+ Imperial, Single Min 14 http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.... 3/26/2014 ZHCW.R27575 - Swinging Doors, Exterior Page 2 of 3 Gauge i• •i i • • i• •i i� Medallion, Inswing/Outswing 8-0, I ±150 350 3/4 m&tise, • • • • • • 2400 • • • SDI-BHMA Regent, Imperial, Pair 8-0 1 deadbolt A250.13+ Min 14 1-1/4 surface bolt Gauge ' • •' ' • Trio, Trio- Inswing/Outswing 3-0, I *100 350 1/2:cylind•ica61: • 1050 • SDI-BHMA E, 7-0 3/4 Mortise, "' ' ' A150.13+ Min 18 Single Gauge Trio, Trio- Outswing 3-0, I *100 350 3/4rint%xit ab5�• '• SDI-BHMA E, Single 7-0 • • • • • • 00 • A250.13+ Min 18 • • • • • • • • Gauge •• • • ' • • • ••• •• Trio, Trio- Inswing/Outswing 4-0, I *70 350 1/2 cylindrical, 1120 SDI-BHMA E, Min 18 Single 8-0 3/4 mortise A250.13+ Gauge Trio, Trio- Outswing 4-0, I *70 350 3/4 rim exit 1120 SDI-BHMA E, Single 8-0 A250.13+ Min 18 Gauge Trio, Trio- Outswing 8-0, I *70 350 rim exits x Mullion / 1120 SDI-BHMA E, Pair 8-0 vertical rod exit x vertical A250.13+ Min 18 rod exit Gauge Trio, Trio- Inswing/Outswing 8-0, I *70 350 1/2 in. cylindrical x 1 in. 1120 SDI-BHMA E, 8-0 deadlock / 3/4 in. A250.13+ Min 18 Pair mortise x 1 In, deadlock / Gauge Flush or Surface Bolt Trio, Trio- Inswing/Outswing 6-0, I *70 350 1/2 in. cylindrical x 1 in. 735 SDI-BHMA E, 7-0 deadlock / 3/4 in. A250.13+ Min 18 Pair mortise x 1 in. deadlock / Gauge Flush or Surface Bolt Imperial, Inswing/Outswing 3-0, II *60 350 1/2 cylindrical 630 SDI-BHMA Versadoor, 7-0 3/4 mortise A250.13+ Min 18 Single Gauge Imperial, Inswing/Outswing 3-0, II *70 350 1/2 cylindrical, 735 SDI-BHMA Versadoor, 7-0 1 deadbolt 3/4 mortise, A250.13+ Min 18 Single 1 deadbolt 1/2 act latch, Gauge 1 deadbolt (ICL) Imperial, Inswing/Outswing 3-0, II *60 350 3/4 mortise, 720 SDI-BHMA Versadoor, 8-0 1 deadbolt A250.13+ Min 18 Single Gauge Imperial, Outswing 3-0, II *60 350 1/2 cylindrical 630 SDI-BHMA Versadoor, Single 7-0 3/4 mortise n/a A250.13+ Min 18 mortise/rim/vertical rod Gauge exit Imperial, Outswing 3-0, II *60 350 3/4 mortise, 720 SDI-BHMA Versadoor, Single 8-0 1 deadbolt n/a A250.13+ Min 18 rim/vertical rod exit Gauge Imperial, Inswing/Outswing 4-0, II *70 350 3/4 mortise, 1120 SDI-BHMA Versadoor, 8-0 1 deadbolt A250.13+ Min 16 Single Gauge Imperial, Outswing 4-0, II *70 350 3/4 mortise, 1120 SDI-BHMA Versadoor, Single 8-0 1 deadbolt A250.13+ Min 16 n/a rim/vertical rod exit Gauge Imperial, Outswing 8-0, II *70 350 3/4 mortise, 1120 SDI-BHMA Versadoor, Pair 8-0 1 deadbolt / A250.13+ Min 16 1-1/4 surface bolt Gauge Imperial, Inswing/Outswing 4-0, II *150 350 3/4 mortise, 2400 SDI-BHMA Min 14 8-0 1 deadbolt A250.13+ Gauge Single Imperial, Inswing/Outswing 8-0, II *150 350 3/4 mortise, 2400 SDI-BHMA Min 14 8-0 1 deadbolt / A250.13+ Gauge Pair 1-1/4 surface bolt http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.... 3/26/2014 ZHCW.R27575 - Swinging Doors, Exterior Page 3 of 3 Glass lites are available on doors up to *60 psf (*70 psf for Trio/Trio-E doors). Louvers ar;AR,. ;I. o* do*: ap lar*p• • ' • • • • • • • • • • •is • +Prgducts also tested to TAS 201, TAS 202, TAS 203, ASTM E330, ASTM E1886 and ASTM 11996.0 • i • i : i a 000 * See ZHCH for ratings and construction details. See manufacturer's installation instructions. Last Undated on 2014-02-09 • • • •• • • •• • • • •• • • • • • • • • • ••• ••• ••• • Ouestions7 Print this page Terms of Use • • • : : • • laocle 7r p • • • • • ••• • • • • •• • •• • • • • • ••• •• © 2014 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and In a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2014 UL LLC". http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.... 3/26/2014 March 31, 2014 CECO Door Products, ATTN: Jeff Badgett Division of Assa Abloy Door Group LLC 9159 Telecom DR. Milan, TN 38258 Our Reference: Files R3791 (Doors) and R3821 (Frames), R27575 (Doors), R27576 (Frames) Subject: Confirmation of Participation In UL's Follow -Up Services Program Information Service Submittal - FL4553 Dear Mr. Badgett: RE This is to confirm that the products covered under your UL Files R3791, R3821, R27575 and R27576 are currently under UL's Follow -Up Services program. Please note that the products covered under these files are evaluated as follows: File R3791 - Positive -Pressure Tested Swinging -Type Fire Doors (GSZN); Swinging -Type Fire Doors (GSYX); File R27575 Exterior Swinging Doors (ZHCW); Products for Use in Windstorm -Rated Assemblies (ZHLL); and File R3821 - Fire Door and Window Frames (GVTV); File R27576 Door Frames (ZHDL) We hope this information meets your needs. If you require any additional information, please feel free to contact us. Sincerely, Jim Smyser SeniorProject Engineer Building Materials and Systems UL LLC 333 Pringsten Road, Northbrook, IL 60062-2096 USA T: 847.272.8800 / F: 847.272.8129 / W: U L.com . . •.. . . • .•. .. .. • . . % .. • Door Type Configuration 9 Max. Size Min. Gauge Design Load Min. LatC Th1p* f<�1}: Lock Side - ' p4it�j.'aatR• ; Hardware Type Windstorm Door Installation $nstrut�fc&ii ' •'• For Use With FL 4553 th *Glass lights may limit design loads. See details to follow for additional information. "Louvers are excluded from use with Trio and Trio -E Doors Weco Door Page 1 of 16 AMA,AB" *Max.- _. .. Door Type Configuration 9 Max. Size Min. Gauge Design Load Min. LatC Th1p* f<�1}: Lock Side - ' p4it�j.'aatR• ; Hardware Type th Medallion . . , • . . , • Legion Ultra Inswing/ 30 x 70 18 +/- 60 'h" cylindrical Cylindrical Lock, Mortise Lock Regent Outswing Single 3/4" mortise 630 (Deadbpit, not Omega 'o requri-ed) Fue Medallion Legion 'h"cylindrical, 1" deadlock CylindracaC Lock x Ultra Regent Inswing/ Outswing 30 x 70 Single 18 +/- 70 3/a mortise, 1 deadbolt ,/2,• act latch, 736 Deadlock, Mortise 1".deadbolt- Lock wfdeadbolt,, Omega (ICL) InterEonoeeted lock. Fuecto, Medallion Legion Mortiselock. Ultra Outswing 30 x 80 18 +/- 60: 3/4" mortise,,V deadbolt 720 wJdeadbolt Rim Regent Single n/a rim/vertical rod, exit; Exit,;V+erticI Rod Ome a Exit Medallion C lindrIC01 Lo Legion 'h" cylindrical' Mortise Lockki Ultra Regent Outswing 30 x 70 Single 18 +/- 60 3/4" mortise lock 630 ([3eadbolt not n/a mortise/rim/vertical required); Mortise Omega rod exit ill, Rim Exit, Fuego Vertical Rad Exit Medallion77 Legion 'Mortise Lock Ultra Regent Outswng 40 x 80` Single 16 +/-70 3/4" mortise 1" deadbolt : n/a. rim/vertical rod_ exit .; 1120 w�cleadbolt, Rim;Exit; Vertical Omega Rod Exit Fuego Mirtrse, Cock . Medallion w/clearlbbit (active): Legion - - 80 x 80 3/4" mortise,: l" deadbolt /' / Surface.i3olts Ultra Outs Ing Pair 16 +/-70 11/4" surface bolt 1120 (Inactive),,.Vertical Regent n/a rim/vertical rod exit, Rodx Vertical ROd". Omega_ Exitlm Exit x.— Stiffness Class Stiffness'Class I Continued on next page - *Glass lights may limit design loads. See details to follow for additional information. "Louvers are excluded from use with Trio and Trio -E Doors Weco Door Page 1 of 16 AMA,AB" *Glass lights may limit design loads. See details to follow for additional information. "Louvers are excluded from use with Trio, Trio -E. Glass lights and louvers are excluded from use with 150 PSF Doors. 'CeeoDoor Page 2 of 16 ASMAEMY •• •• • • • •• •• • • • • • • • • • • • Windstorm Door Installation lnsAtbohs •�• For Use With FL 4553 rTn Max. Size Min. Design Load Min. Latc T r w �• g flock Slde MiConfiguration e Hardware Type Gauge 0") .... .. (-of' • (Psf . • • • • • • t • • • -_. • . . • • • • , Mortise Lock Fuego Outswing 80 x 80 16 +/- 70 3/a" mortise, 1" deadbolt / 1120 w/deadbolt (active) Pair 1�/a"surface bolt / Surface Bolts f :inactive) Medallion Regent Inswin Mg/ Outswing 40 x 80 Single 14 ** +/- 150 3/a mortise; 1 deadbolt " 2400 Multi Point.Lock w/deadbolt Imperial Medallion MultiPaint;Lock Regent Inswing/ 80 x 80 14 ** 3/4" mortise, 1" deadbolt / 2400 w/deadbolt (active) Imperial Outswing Pair +/- 150 1 1/4" surface .bolt Surface;Bolts :inactive **Trip Inswing/ 30 x 70 'la" cylindrical ; Cylindrical Cock, Trfo-E Otttswng Single 18 +/� i00 3/a" mortse.lock 1©50 Mortise Ldck w/ - deadbolt functi'an Trio�E Outswing 3SIn 0 18 +/-100 3/4" rim exit 1050 Rirn`Ext Cylindrica) Lock 1/2" cylindrical cylindrical Deadlock, Mortise , **Trio Inswing/ 60 x 70 18 +/- 70 17deadlock 735. Lock; w/ deadbolt function (.active), Trio -E Outswing Pair „ 3/a mortise lock, , 1" flushbolfi Flush Bolt or. Surface Boli (Tn= active' **Trio Inswing/ 40 x 80 1/a" cylindrical Cylindrical Lock., Trio -E Outswing Single 18 +/-70 3/a" mortise lock 1120 Mortise Lock w% deadbolt function **Trio Trio -E Outswing 40 x 80 :Single. 18 +/-70, 3/a" rim exit 1120 Klin Ezit ' 3/a" rim "exit x 3/a" rim exit Rirn Exit X. Hardware -;Mullion **Trio Trio -E Outswing 80 x 80 Pair : 18 . +/- 70 3/4" Vertical. :Rpd Exit x 5120 3/a" Vertical Rod Exit Vectica( Rod Exit x _. Vertical Rod, Exit Cylindrical Lock x Deadlock; **Trio80 x 80 '/a""cylindrical Mortlse Lock wJ©eadbolt Trio -E Inswing/ Pair 18 +/-70 1 deadlock 1120 Function (active) Outswing 3/a" mortise lock flush Bolt or Surface:Boit Inactive *Glass lights may limit design loads. See details to follow for additional information. "Louvers are excluded from use with Trio, Trio -E. Glass lights and louvers are excluded from use with 150 PSF Doors. 'CeeoDoor Page 2 of 16 ASMAEMY Door Configurati. Max. Min.. *Max. Design • .., . • ... Min. Lat+c 'j r4yr �hotc'�°ida'': Type on Size' Gaug @ Load (psf�` (f in4 �•0 Hardware TV : . Imperial Windstorm Door Installation Anstruchons; 30 x 70 18 +/- 60 •I• For Use With FL 4553 Cylindrical Lock; Mortise Lock Versadoor Outswing Single • ••• • • .630 • • • • •• • • •• • • Door Configurati. Max. Min.. *Max. Design • .., . • ... Min. Lat+c 'j r4yr �hotc'�°ida'': Type on Size' Gaug @ Load (psf�` (f in4 �•0 Hardware TV : . Imperial Inswing/ 30 x 70 18 +/- 60 'h" cylindrical Cylindrical Lock; Mortise Lock Versadoor Outswing Single 3/4" mortise .630 (peadboit not re uired , 1/2" cylindrical, 1" deadlock Cylindrical. Lock x Imperial Versadoor Inswing/ 'Outswfing 30x 70. Single i8 +j- 70 3/a" mortise, 1" deadbolt 'h" act latch 1" deadbolt: 735. Deadlock. Mortise Lock w/deadbolt, (ICL) Interconnected lock Imperial Versadoor Inswing/ Outswin 30 x 80 Single 18 +/- 60 3/4mortitise, 1" deadbolt 720 Mortise Lock w deadbolt Cylindrical' Lock, Imperial Outs 30. x 74 48 +/- 60 'h".cyaindrjcal 3/a" mortise �� 630 MprtiSe lock (beadbolt not Versadoor Single n/a mortisehirn/vertical . required); Mortise: rod exit exit, Rim Exit, Vertical Rod Exit. Imperial Versadoor Outswing 30 x 80 18 +/- 60 3/4" mortise, 1" deadbolt 720 Mortise Lock :-W/deadbolt, Rim Single n/a rim/vertical'-rod exits . Exit, Vertical Rod' ,. EXit Imperial Versadoor Inswing/ Outswfn 40 x 80 Sin le . 16. +/- 70 3/a" mortise, 1" deadbolt' : 1120 Mortise Lo&', . w deadbolt Imperial Versadoor Outswing 40 x 80 16 +/- 70 3/4 "mortise, 1" deadbolt 1120 Mortise.Lock ' w/.deadbolt, Single n/a rim/vertical rod exit . Rim Exit, Vertical Rod ,exit. Imperial Versadoor Outswing 80 x 80 16 +/- 70 3/4" mortise, 1" deadbolt / 1120, Mortise Lock .w/deadbolt. Pair +/4�� 1 surface bolt , „ (active} [Surface Ploits (inactive) Imperial Inswing/ Outswin 40 x 80 Single 14 ** +/- 150, 3/4ea " mortise, 1" ddbolt 2400 MuitiL Roirrt:L"ock w/deadbolt Multi -Point Lock Imperial P Inswing/ 80 x 80 14 ** 3/4" mortise, 1" deadbolt j W/deadbolt Outswing Pair ` +/- 150-1/4" surface halt 2400 {At tiv) Surface Bolts . - i(IMartiiPl , *Glass lights may limit design loads. See details to follow for additional information. **Louvers are excluded from use with Trio, Trio -E. Glass lights and louvers are excluded from use with 150 PSF Doors. Kn CecoDoor Page 3 of 16 ASM ABWY . . ... . . .. • . ... .. .. • . .. . . . . . . . . . . . ••• • Windstorm Door Installation In'strddTUV ' ' ' "' For Use With FL 4553 .. ••• • ... .. .. . .... . . .. . .. . . ••• ••• ••• . Verticolly Stiffened Door CONSTRUCTION DETAILS •• • • • •• ••• •• LOCK WD Hw61 EWES ARE EVE:O •/e•IN 2" (116) SQUARE GDCE C#TIPWL • • • • • • • HINGE • • • • • • • • • PREPARATION `14 GAGE CLOSER F� • \\1` REINFORCEMENT i J I 1 23 5 g �2�C�SS�D 26 t� 7 A c'5.r.�i�i. (OPTIONAL) IS WELDED O BOTH FACE SHE 5• •• FIBERGLASS INSULATION BETWEEN 18 GAGE CAP CHANNEL IS SCREWED STIFFENERS - MINIMUM TO INVERTED CHANNEL (OPTIONAL). DENSITY 0.5 PCF I� (I CLOSER REINF. 14Gax6"x20" Il�ll �+I IiVi t(I+ tip 1� BOTTOM-- �flllil I lil i�l I ll( I:�f� OIK FACE SHEET EDGE VERTICAL SECTION THRU TOP OF DOOR t I I it1 STANDARD: CENTER EDGE SEAM If}I VERTICAL EDGE SEAMS ARE VISIBLE WITH 18 CAUCE ( ( BACKUP CHANNEL FULL HEIGHT OF DOOR rr I WITH OPTIONAL BONDO FILLED OR WELDED SEAMLESS EDGE AVAILABLE rr t I 4 jf -" fi I I`1 ffS 1-3/4- �f( TOP FACE SHEET f�l OPTIONAL: TAB & SLOT MECHANICAL INTERLOCK I WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL HTNGE I t 1_13/4" EDGE LOCK PREPARATION HORIZONTAL SECTION THRU LOCK EDGE RECESSED 15 GALE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS VERTICAL SECTION THRU BOTTOM OF DOOR Note: 1. Drawing Not To Scale 22 GAGE FORMED STEEL STIFFENERS (20GAGE AND GALV STEEL OPTIONAL) P051TONED NOT MORE THAN 6" APART AND SPOT WELDED TO BOTH FACE SHEETS AT 5" O.C. MAX f] HORIZONTAL SECTION THRU VERTICAL STIFFENER Medallion Steel -Stiffened Core Door Details Mec0000r ASSAAWDY Page 4 of 16 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Windstorm Door Installation Idstrdctidni For Use With FL 4553 ... .. .. .. . .... . . .. . .. . . ...... ... . HINGE PREPARATION BOTTOM FACE SHEET TRIO DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT (OPTIONAL) TOP FACE SHEET LOCK PREPARATION .... . .. ... .. LUCK iDGE4S.i1EVI�.ED: 1j8"SIN:j, HINGE E:GE:IS :EP:EN:IC" TO:FACCES HINGMACKIETIS 1r4" (ARI PtIIl tiONMON) INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). 'POLYURETHANE. INSULATION BETWEEN STIFFENERS DENSITY : 1.8-2.0 LBS/CUBIC FOOT LOCK EDGE FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) 16 GAGE CRCO STEEL (OPTIONAL) GALVANIZED (A60) STEEL (OPTIONAL) OPTIONAL Tom_ CONTINUOUS BEAD OF STRUCTURAL DD 2 TO (n� J 5� FLDANCES HESIVE OF 90TDTOM SKIINH 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 18 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. 22 CA 1 -3/4 - LINER VERTICAL EDGES ARE HORIZONTAL SECTION CECO'AB STANDARD TAB &SLOT THRU LOCK EDGE MECHANICAL INTERLOCK STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS. POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 GAGE LINER (5" O.0 MAX.). 22 GA LINER - 22 GA STIFFENER HORIZONTAL SECTION THRU VERTICAL STIFFENER INVERTED (18 GAGE MIN., 14 CA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 22 GA LINER 5/8" MIN. T- 1 - 1" MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Trio Steel -Stiffened Core Door Details MecoDoor ASSAM" Page 5 of 16 . . ... . . . ... .... . ...... SMOOTH TO OBTAIN COMPLETELY . . . . . . . . . . . 22 GA LINER Windstorm Door Installation Idstrucli6ns VERTICAL EDGES ARE For Use With FL 4553 CECO'S STANDARD HORIZONTAL SECTION TAB & SLOT THRU LOCK EDGE MECHANICAL INTERLOCK ... .. .. .. . .... . . .. . .. .. •.. . . ...... ... . TRIO -E DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT HINGE (OPTIONAL) PREPARATION \ (� POLYURETHANE INSULATION \j1 I 'BETWEEN STIFFENERS 1 DENSITY : 1.8-2.0 LBS/CUBIC FOOT FACETSHEET�I LOCK EDGE TOP FACE SHEET LOCK PREPARATION FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) 16 CACE CRCO STEEL (OPTIONAL) GALVANIZED (A40) STF-E.I. (OPTIONAL) OPTIONAL ----- CONTINUOUS BEAD OF STRUCTURAL D L_ ADHESIVE APPLIED TO BOTH D 0 G V E3 FLANGES OF BOT70M SKIN LOCK EDGE IS BEVELED 1/8" W 2 - HINGE EDGE IS PERPENDICULAR TO FACF•S •• • • • •• • • •• HINGE @ACKSEAIS.I/4F (OARISS UERSCONDITION) • ••• • • . • .• • INVERTED 116 •:•AC: MIN. •14 L.:A*.).j0P.. • CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 1.8 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. 22 GA LINER VERTICAL EDGES ARE CECO'S STANDARD HORIZONTAL SECTION TAB & SLOT THRU LOCK EDGE MECHANICAL INTERLOCK STANDARD 22 GAGE (20 or 18 CAGE OPTIONAL) FORMED STEEL STIFFENERS. POSITIONED NOT MORE THAN 6- APART. AND WELDED TO 22 GAGE LINER (5" O.0 MAX.). 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION THRU VERTICAL STIFFENER INVERTED (18 CAGE MIN.. 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIP! 22 GA 7 LINER 5/8" MIN. i I" MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Trio -E Steel -Stiffened Core Door Details Wecc 000r Page 6 of 16 L_ , ASIA ABLOY HINGE PREPARATION\ (See Section "E" of R3791 Volume 1 for Hinge Options) \\\ BOTTOM FACE SHEET Glozed Trio/Trio-E CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT REQUIRED WITH RIM EXITS .... . .. ... .. . ...00Ij ES..E � ..EVEL. W . �F� 1/8' IN d' • • * : :IN&: RCE : F:RPtjr4JLAR TFACES HGBES PER CONDITION) 'POLYURETHANE INSULATION BETWEEN STIFFENERS DENSITY 1.8-2.0 LBS/CUBIC FOOT INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). -F!L 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 18 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. EDGE FFENER 22 GA LINER VERTICAL EDGES ARE HORIZONTAL SECTION CECO'S STANDARD TAB & SLOT THRU LOCK EDGE MECHANICAL INTERLOCK LOCK EDGE TOP FACE HEE (See Section "F"& "G" of R3791 Volume 1 SII for Lock Options) TOP FACE SHEET FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) 15 GAGE CRCO STEEL (OPTIONAL) GALVANIZED (A60) STEEL (OPAONA�) OPTIONAL CONTINUOUS BEAD OF STRUCTURAL AOHESNE APPLIED TO BOTH .FLANGES OF BOTTOM SKIN D0323 Glazed Trio/Trio-E Core Door Details MAC=Da0C I AMABMY STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 GAGE LINER (5" O.0 MAX.). 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION THRU Trio -E VERTICAL STIFFENER STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS. POSITIONED NOT MORE THAN 6* APART. AND WELDED TO 22 GAGE LINER (5. O.0 MAX.). 22 GA LINER ~— 22 GA STIFFENER HORIZONTAL SECTION THRU Trio VERTICAL STIFFENER INVERTED (18 GAGE MIN.. 14 GA MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN LI GA LA— LINER 5 8� MIN. t' MAx' VERTICAL SECTION THRU BOTTOM OF DOOR Page 7 of 16 .. .. . . . .. .. . . . . . . . . . . . Windstorm Door Installation Iristruciion's For Use With FL 4553 ..:00 .. .. .. . . . •• . . . . . . . • • . • 0:0 •00 0:0 . HINGE PREPARATION\ (See Section "E" of R3791 Volume 1 for Hinge Options) \\\ BOTTOM FACE SHEET Glozed Trio/Trio-E CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT REQUIRED WITH RIM EXITS .... . .. ... .. . ...00Ij ES..E � ..EVEL. W . �F� 1/8' IN d' • • * : :IN&: RCE : F:RPtjr4JLAR TFACES HGBES PER CONDITION) 'POLYURETHANE INSULATION BETWEEN STIFFENERS DENSITY 1.8-2.0 LBS/CUBIC FOOT INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). -F!L 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 18 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. EDGE FFENER 22 GA LINER VERTICAL EDGES ARE HORIZONTAL SECTION CECO'S STANDARD TAB & SLOT THRU LOCK EDGE MECHANICAL INTERLOCK LOCK EDGE TOP FACE HEE (See Section "F"& "G" of R3791 Volume 1 SII for Lock Options) TOP FACE SHEET FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) 15 GAGE CRCO STEEL (OPTIONAL) GALVANIZED (A60) STEEL (OPAONA�) OPTIONAL CONTINUOUS BEAD OF STRUCTURAL AOHESNE APPLIED TO BOTH .FLANGES OF BOTTOM SKIN D0323 Glazed Trio/Trio-E Core Door Details MAC=Da0C I AMABMY STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 GAGE LINER (5" O.0 MAX.). 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION THRU Trio -E VERTICAL STIFFENER STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS. POSITIONED NOT MORE THAN 6* APART. AND WELDED TO 22 GAGE LINER (5. O.0 MAX.). 22 GA LINER ~— 22 GA STIFFENER HORIZONTAL SECTION THRU Trio VERTICAL STIFFENER INVERTED (18 GAGE MIN.. 14 GA MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN LI GA LA— LINER 5 8� MIN. t' MAx' VERTICAL SECTION THRU BOTTOM OF DOOR Page 7 of 16 . ... % . . ... % . . . . . . . . . . Windstorm Door Installation Instruetlens::: •:• For Use With FL 4553 ... .. .. .. . .... . . .. . .. . . ...... .•. . POLYSTYRENE DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT HINGE (OPTIONAL) PREPARATION POLYSTYRENE CORE: 11b/ft' LIL LISTED BOTTOM (ASSEMBLE WITH ADHESIVE FACE SHEET = _ APPLIED TO BOTH SIDES). 77 TOP FACE SHEET LOCK PREPARATION D0255B LOCK EDGE IS BEVELED 1/8" IN 2" (1:16) •4UAJIE rDGE QPTIOW4 •. • • • INI.RTEL. (. • CAGE •AIN• 1. CAI.AAX.) TSP CAANNCL 1POP OR PIfOsECTION WELDED • ..•70.0 &VIOIS1 L. ••• 18 GAGE CAP C14ANNEL 15 SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. FYI 14GA. x 20" LONG (Optional) VERTICAL SECTION THRU TOP OF DOOR LOCK VERTICAL EDGES ARE CECO'S STANDARD EDGE TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL I i 3/4" I I I I OPTIONAL: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND. DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES I I I I 1-3/4" I I I I HORIZONTAL SECTION THRU LOCK EDGE INVERTED (18 GAGE MIN.. 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO jl TOP & BOTTOM SKIN 5/8L MIN. �- I " MAX. Polystyrene Core Door Details CCoco Door A►nBMv VERTICAL SECTION THRU BOTTOM OF DOOR Page 8 of 16 • . ... • , . ... .. .. . . . .. • . , , . • , . • • . . . = Windstorm Door Installation 14stridlins For Use With FL 455.3 .... . . .. . .. Honeycomb Core Door CONSTRUCTION DETAILS HINGE PREPAR Bf FACf HINGE EDGE D0238B •• . • . ••"tom•. ••• •• •�y�(�SQ,�•ww,A,,�t E 'ES�1P T�[�ISAD:•�8' iQ �:c116) �CH�•ANNELP CR P�OJECT�f�I �E Di� TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. 14GA. x 20' LONG (OPtiomt) VERTICAL SECTION THRU TOP OF DOOR LOCK EDGE VERTICAL EDGES ARE CECO'S STANDARD TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL I-3/4' OPTIONAL: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES 1-3/a• I HORIZONTAL SECTION THRU LOCK EDGE INVERTED OR GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO1 TOP & BOTTOM SKIN L 5/8' MIN. j 1' MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Honeycomb Core Door Details Meco Door Page 9 of 16 ASMAB" Polyurethane Foam Core Door CONSTRUCTION DETAILS HINGE PREPAR BI FACT EMBOSSED SK OPTIONAL r�.iNGE E DOE ljUcfj / b LOC*fDGj If BEWELE601/80002' (416) SCWARE 010GE9 OWIONAL•• • • • ••• • • • • •• • INVERTED GWA(NE RIINJP 104.994. Mft.) TOP • CHAT �Opag lIPTO"YSKIN 101 46vD• • • 18 CAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER RE1NF. 146A. x 20' LONG M CORE (Optional) VERTICAL SECTION THRU TOP OF DOOR LOCK VERTICAL EDGES ARE CECO'S STANDARD EDGE TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL 4' OPTIONAL CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES 4' HORIZONTAL SECTION THRU LOCK EDGE INVERTED (IB GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 5/8' MIN, I' MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Polyurethane Core Door Details t Ceco ftr Page 10 of 16 AWAAB" Windstorm Door Installation Instructions For Use With FL 4553 .... . . .. . .. 0 see 000 Gee 0 Polyurethane Foam Core Door CONSTRUCTION DETAILS HINGE PREPAR BI FACT EMBOSSED SK OPTIONAL r�.iNGE E DOE ljUcfj / b LOC*fDGj If BEWELE601/80002' (416) SCWARE 010GE9 OWIONAL•• • • • ••• • • • • •• • INVERTED GWA(NE RIINJP 104.994. Mft.) TOP • CHAT �Opag lIPTO"YSKIN 101 46vD• • • 18 CAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER RE1NF. 146A. x 20' LONG M CORE (Optional) VERTICAL SECTION THRU TOP OF DOOR LOCK VERTICAL EDGES ARE CECO'S STANDARD EDGE TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL 4' OPTIONAL CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES 4' HORIZONTAL SECTION THRU LOCK EDGE INVERTED (IB GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 5/8' MIN, I' MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Polyurethane Core Door Details t Ceco ftr Page 10 of 16 AWAAB" .... . .... % . . • % Windstorm Door Installation Instruehons For Use With FL 4553 . ... • . . . •. . . . • . • . . . ... •00 ... . M neral Core Door CONSTRUCTION DETAILS HINGE PREPARATION BOTTOM - FACE SHEET HINGE EDGE 14 GAGE CLOSER REINFORCEMENT (OPTIONAL) US GYPSUM FIREDOOR COREBOARD (Assemble With Adhesive Applied To Both Surfaces) TOP FACE SHEET LOCK PREPARATION DD262B LOCK EDGE LOCK AND HINGE EDGES ARE BEVELED 1/8' IN 2' (1:16) SQUARE EDGE OPTIONAL ARE SSLE 16 E�OH$I�1�L. '� EI.aED�T0OBO H AVE SREJTS 1$ COGE:CA: C`IANPIEL*.IS SCREW@D .. T@ INVERTOD C1.4NNEL (W.IOMO). 3/16" EU T CLOSER REINF. II / 14Gax6"x20" VERTICAL SECTION THRU TOP OF DOOR STANDARD: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES I OPTIONAL: TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL ' jj / 4. HORIZONTAL SECTION THRU LOCK EDGE RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS / 3/16" VERTICAL SECTION THRU BOTTOM OF DOOR Mineral Core Door Details Memo= Page 11 of 16 AMAAB" 62 LA.-.: i•�� BE GLAZED WITH DOW CORNING 995 SILICDNE 2a 0430` i Fj25" xxCLAZING (OPTIONAL) 1/4' MAKROLON POLYCARBUNATE SHEET BY SHEFFIELD PLASTICS TYPE I VISION LIGHT KIT 5 OPIICNAL "SEE LIMITATIONS BELOW PROFILES 22 112' MAX �– 1.65 —�' '–�MiN F GLASS 1 6' MIN 0.750' nin. 33 1/2' MAX. NOTE EXPOSED SURROUND CHANNEL GLASS LENGTH IS EQUAL TO CUT-OUT IN DOOR FOR VISION LIGHT KIT. — MULTIPLE KITS NET ALLOWED var e<_ 1.3125" .46501w- .1875' 465016.1875' (LAZING SHIMS AS NEEDED DOW CORNING 995 SILICONE 6250" kGLAZING GLASSLAM SAFETY PLUS 2 LAMINATED GLASS TYPE 2 VISION LIGHT KIT 'SEE LIMITATIONS BELOW — 24' MIN�EX�POSED 6' MIN 66' MAX. EXPOSED GLASS MULTIPLE KITS ALLOWED L. I � — DESIGN i_GADI- +/ 60 PSI- DESIGN LOAD = +/- 60 PSF IMPACT RATING = 350 FT LBF IMPACT RATING = 350 FT LBF NO AVAILABLE WITH TRIS DR TRIO -E VISION LIGHT KIT DETAILS NOTES: I) 1/8 x1/2 x PERIMETER OF VISION LIGHT KIT CLOSED CELL FOAM TAPE PER VISION LIGHT 7;� VISION LIGHT 2) #6 X 1 1/4' OVAL HEAD TEK SCREW - CORNER WELD MAXIMUM SCREV HOLE SPACING IS 9.75' ON CENTER DE tAIL 3> GLASSLAM SAFETY PLUS 2 LAMINATED GLASS C 4 SPOT WELDS 4) 18 GA. (043) MIN. TYPE 2 VISION LIGHT KIT AT EACH CORNER ) 5) 14 GA (.068) MIN. PIECES SURROUND CHANNEL PER VISION LIGHT 6) 1/4' MAKROLON POLYCARBONATE SHEET D0254 Applied Glass Kit Details ( Meco Door Page 12 of 16 AMAAB" •• •• • • • •• •• • • • • • • • • • • • Windstorm Door Installation Insttuctioiff ' ' ' For Use With FL 4553 ••• •• • • • • •• •• • ••• • • • •• • • e • • • • • • • • • • • • • •i• •e• ••• • • 62 LA.-.: i•�� BE GLAZED WITH DOW CORNING 995 SILICDNE 2a 0430` i Fj25" xxCLAZING (OPTIONAL) 1/4' MAKROLON POLYCARBUNATE SHEET BY SHEFFIELD PLASTICS TYPE I VISION LIGHT KIT 5 OPIICNAL "SEE LIMITATIONS BELOW PROFILES 22 112' MAX �– 1.65 —�' '–�MiN F GLASS 1 6' MIN 0.750' nin. 33 1/2' MAX. NOTE EXPOSED SURROUND CHANNEL GLASS LENGTH IS EQUAL TO CUT-OUT IN DOOR FOR VISION LIGHT KIT. — MULTIPLE KITS NET ALLOWED var e<_ 1.3125" .46501w- .1875' 465016.1875' (LAZING SHIMS AS NEEDED DOW CORNING 995 SILICONE 6250" kGLAZING GLASSLAM SAFETY PLUS 2 LAMINATED GLASS TYPE 2 VISION LIGHT KIT 'SEE LIMITATIONS BELOW — 24' MIN�EX�POSED 6' MIN 66' MAX. EXPOSED GLASS MULTIPLE KITS ALLOWED L. I � — DESIGN i_GADI- +/ 60 PSI- DESIGN LOAD = +/- 60 PSF IMPACT RATING = 350 FT LBF IMPACT RATING = 350 FT LBF NO AVAILABLE WITH TRIS DR TRIO -E VISION LIGHT KIT DETAILS NOTES: I) 1/8 x1/2 x PERIMETER OF VISION LIGHT KIT CLOSED CELL FOAM TAPE PER VISION LIGHT 7;� VISION LIGHT 2) #6 X 1 1/4' OVAL HEAD TEK SCREW - CORNER WELD MAXIMUM SCREV HOLE SPACING IS 9.75' ON CENTER DE tAIL 3> GLASSLAM SAFETY PLUS 2 LAMINATED GLASS C 4 SPOT WELDS 4) 18 GA. (043) MIN. TYPE 2 VISION LIGHT KIT AT EACH CORNER ) 5) 14 GA (.068) MIN. PIECES SURROUND CHANNEL PER VISION LIGHT 6) 1/4' MAKROLON POLYCARBONATE SHEET D0254 Applied Glass Kit Details ( Meco Door Page 12 of 16 AMAAB" • . •.• .. .. • .•. .. .. .• ... . . . . . . . . . • • %: . Windstorm Door Installation Instruct m;s ' ' ' •' • For Use With FL 4553 • ••• • • • • • • •• • • • •• • • • •• • • • • • • • • • ••• •.• ••• • --- 2" - VISION LIGHT KIT DETAILS 465:: ---j •• • • • •• .•. •. GLAZING SHIMS 1 gg" 61\ - • • • • • AS NEED D "�-J1J •r• :.• V:ION LI%T 09 • •,' CORNER• i LLD 2 • 0 @ DL•l�llt 4 SPOT WELDS - DOW CORNING AT EACH CORNER ) t7S 4 995 SILICONE a ,'� ' 'GLAZING GLASSLAM SAFETY PLUS 2 LAMINATED GLASS TYPE 2 VISION LIGHT KIT 'SEE LIMITATIONS BELOW -- 32 MAX 6 I EXPOSED _ MjN GLASS 6" MIN III 42" MAX. EXPOSED GLASS - J MULTIPLE KITS NOT ALLOWED DES!GN ''.OAD = -1-/- 70 P SF IMPACT RATING = 350 FT LBF D0322 5 GLASSLAM SAFETY PLUS 2--,, LAMINATED GLASS MUST BE GLAZED WITH DOW CORNING 995 SILICONE NOTES: I ) 1/8 x 1/2 x PERIMETER OF VISION LIGHT KIT CLOSED CELL FOAM TAPE PER VISION LIGHT 2) j)5 X 1 1/4" OVAL HEAD TEK SCREW - MAXIMUM SCREW HOLE SPACING IS 8.250" ON CENTER AND 3.5" MAX. FROM ENDS 3) GLASSLAM SAFETY PLUS 2 IAMINATED GLASS 4) 18 GA. (.043) MIN. TYPE 2 VISION LIGHT KIT 5) 20 GA (.032) MIN. GAGE SURROUND CHANNEL Applied Glass Kit Details Trio/Trio-E I deco DQOC Page 13 of 16 ASSA AEMY . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Windstorm Door Installation Insti�ucamis ' ' ' For Use With FL 4553 ... .. .. .. . .... . . .. . .. • • • • • • • • • • ••• ••• ••• • TYPE "A' D0256 •• • jYPE• "g•• ••• •• 8 XL Foam Tape - Foam 2-tpe -- • • • • • • • • • #8 X 1 g" Phil. F.H. #8 X 1 J" Phil. F.H. Tt".K Screw TEK Screw 500" Spotwelds 3" Max. .500" From End 3t 12" Max. On Center .625" Spotwelds �" Max. .750" °°" Spotwelds " Max. From End & 8" Max. From End & 8" Max. On Center X Double On Center Sided Tope NOTES! �) Glass is 1/4" Mokrolon Polycarbonate s not a1, awed 'rio-E or Imperial/Versodoor 6" MIN j-- 33 1/2" MAX. EXPOSED GLASS Flush Welded Glass Kit Details DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LBF r WecoDoor Page 14 of 16 22" MAX 6 MIN cl EXPOSED 6" MIN j-- 33 1/2" MAX. EXPOSED GLASS Flush Welded Glass Kit Details DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LBF r WecoDoor Page 14 of 16 . ... . % . ... % .. ... .. .. .. . . . . . . . . . . . .. ... Windstorm • • . • Door Installation Instruct1ot►s ' ' ' •' • For Use With FL 4553 TYPE "C" e.. X g.. .625" Foam Tope -� 500" .750" - 33 X g" Double Sided Tape "—Soolwelds 3" Wax. -- From From End & 12" Max. On Center NOTES: 1) Glass is Glasslorn Safety Plus II 2) Multiple kits allowed Trio/Trio—E or Imperial/Versadoo 22" MAX 6" EXPOSED �IMIN GLASS I 6" MIN I I T- 66" MAX. EXPOSED GLASS I — DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LBF Alternate Flush Welded Glass Kit Details r CeeoDoor Page 15 of 16 AWA ABWY ... .. .. .. . .... . . .. . .. .. ... • • . • D025a TYPE "D" 8" X 2" • • • • 1215P • • •• Foam Tap• •.i •• #8 X 1 �" Phil. F.H. • • • as • • • • • • • X• T a" Phil. F.H. TEK Screw 1 • { • L— �-- • • • • • TEK Screw —Dow Corning" 500 Dow Corning 99� Silicone .6725'-- 995 Silicone fSpatwelds �" Max. I Spotwelds J" Max. r corn End & 8" Max. From End & 4" Max. \ On Center On Center "—Soolwelds 3" Wax. -- From From End & 12" Max. On Center NOTES: 1) Glass is Glasslorn Safety Plus II 2) Multiple kits allowed Trio/Trio—E or Imperial/Versadoo 22" MAX 6" EXPOSED �IMIN GLASS I 6" MIN I I T- 66" MAX. EXPOSED GLASS I — DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LBF Alternate Flush Welded Glass Kit Details r CeeoDoor Page 15 of 16 AWA ABWY . . ... . . • •:0 .. .. . . . .. .. . . . . . . . . . . . ... 6' MINIMUM STILES AND RAILS. . MULTIPLE LOUVERS ALLOWED PER DOOR 7 NOT AVAILABLE WITH TRIO OR TRIO -E Windstorm Door Installation InstrucilAs _—t6s6 i 0 • For Use With FL 4553 \ OPTIONAL END CHANNEL / SURROUND PROFILES ... .. .. .. . L 18 GA. MIN. URROUND CHANNEL . . ...... ... . SECURITY GRILLE Er LOUVER INSTALLATION NOTES I DESIGN PRESSURE - 70 PSF MAX. (OUTSWING ONLY). 2. MAR<AR WLV60 LOUVER WITH SECURITY GRILLE SHOWN. 3. ANY LISTED LOUVER MAY BE USED. 4 MAXIMUM LOUVER SIZE IS 34' X 78'. 5 6' MINIMUM STILES AND RAILS. 6. MULTIPLE LOUVERS ALLOWED PER DOOR 7 NOT AVAILABLE WITH TRIO OR TRIO -E INTERIOR _—t6s6 i I 750 \ OPTIONAL END CHANNEL / SURROUND PROFILES T-7 629• L 18 GA. MIN. URROUND CHANNEL D0274 Louver Details Waco 001' Page 16 of 16 ASMAIB" . .•. . . ... % .. % .• . . . . . . . • • . Windstorm Frame Installation Instructtotr5 For Use With FL 4553 ... .. .. .. . . . .. . . • • . . . • • • • • • • • • • ••• of ••• • QPToNAL 4" FACE FRAME HEAD ------_ — j II �• • • • ••• •• 00 I I I I OPTIONAL II II HARDWARE 11 II OR HM - II II MULLION - -- II II II II DOUBLE SWING II II II II II II - II II II II uy F0260 R! 3070 t 100 PSF MAX. DESIGN LOAD 8080 MAX. 4080 t 70PSF MAX. DESIGN LOAD 4" MIN./14" MAX. DEPTH 4" MIN./14" MAX. DEPTH 16 GA. MIN. 16 GA. MIN. KD OR WELDED (12 GA. WELDED) KD OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-70 PSF IMPACT RATING = 350 FT -LBF IMPACT RATING = 350 FT -LBF -_----^ —ANCHORS &. VErHOD OF ATTACHMENT _---__---1 ANCHOR TYPE LGCA?ION EO - PI°E &' SLEEVE — j— (BUTTERFLY UP TO 3070 MAX.) Ij 12" FROM WOOD BUCK MAX. EACH END & 19" O.C. 3/8" X 6" LAG SCREW EO - PIPE & SLEEVE (BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" - GROUTED 16" - 24" O.C. (Hectl: 3/8" x 6" Expansion Shell) @ GROUT JOINTS WIRE MASONRY - GROUTED 16" - 24" O.C. (Head: 3/8" x 6" Expansion Shell) @ GROUT JOINTS —'---- ME iAi. STUD I 6". 6" & ECJi1A:. - 21 MAX. NU FLOOR ANCHORS) FOR wTERMEDIATE SPACE; ��P',�r,dnPlace Wall NA "FOR DOUBLE SWING FRAMES WITH 4" FACE FRAME HEADS. (2) EO ANCHORS REQUIRED WHEN INSTALLED IN MASONRY WALL OR (2) STUD ANCHORS REQUIRED WHEN INSTALLED IN STUD WALL. LOCATION OF ANCHORS TO BE 16" FROM CENTERLINE OF FRAME HEAD. OR CAN BE GROUTED FULL WITH 2000 PSI MIN. CONCRETE. —FOR SIZES 6070 OR LESS REFER TO TABLE ABOVE. THREE -SIDED FRAMES r— Trio & Trip - E Opening -Sizes Over 6070 Pairs LOCATION @ Jcmb:12"Mox. From Each End & 19" O.C. @ Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb @ Jamb:12"Mox. From Each End & 19" O.C. @ Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb @ Jarnb:16"-24" O.C.@ Grout Joints :y Henri: 4'. Tolnl Peq'd, 9" Max. from Centerline of Head, 9" Max. From Each Hinge Jamb. @ Jamb:16"-24" O.C.@ Grout Joints `A He7-1: -;1'• lett. Ne• *-J. 9" Max, from Centerline of Head, 9" Max. From Each Hinge Jamb. @ Jamb:6", 6" & Equal -21" Max for Intcrrnediate Spaces. I@ Head: (4) Tr>t-il :�eq'r. 6" Max. From Centerline of Head. 6" Max frorn Ecch Hinge Jemb NA Memo= Page 1 of 13 ASSA►ABLOY • . ... . . • ... •• •• • • • •• •• • • • • • • • • • • • Windstorm Frame Installation InsttuctioAr For Use With FL 4553 .... . . .. . .. • • ••• ••• ••• • •• • • • •• ••• •• ••• • • • • • •• • F0277 B : •• • • • • • ••• •e DIMPLED 14CLES II01H FACES Y8 M F Y L 2r YAR�eB ++ pvSitS HINGE JAMB PROFILE 2' �. L vancs -.J wanes FRAME HEAD & LOCK JAMB PROFILE. 3070 MA)(. IN,/14" MAX. DEPTH 16 GA':- WELDED ONLY DESIGNLOAD = +/.-6D PSF (WITHOUT. DEADBOLT) DESIGN LOAD =, +/-70 PSF (WITH DEADBOLT) IMPACT RATING 350 FT -LBF L ANCHORS & METHOD OF ATTACHMENT PLUMB ANCHOR WOOD STUD SCREW OR METAL STUD SCREW 70P PLUMB ANCHOR CSA STD LOCATION & BTM PLUMB .ANCHOR 0 1$" M0, FROM BTM OF FRAME TWO-PIECE THREE -SIDED FRAME Weco Door Page 2 of 13 L F0291 KD OR WELDED (12 GA WELDED) DESIGN LOAD =+1-150 PSF IMPACT RATING= 350 FT LBF 4" Max. 1J 12 ga. (.083 mh.) 1_ `— head lintel 96 " Max. Opening L i .625" Max For Use With FL 4553 ... .. .. .. . .... . . .. . .. Windstorm Frame Installation Insttucti0g, ' ' ' ' AS F0291 KD OR WELDED (12 GA WELDED) DESIGN LOAD =+1-150 PSF IMPACT RATING= 350 FT LBF 4" Max. 1J 12 ga. (.083 mh.) 1_ `— head lintel 96 " Max. Opening L i .625" Max For Use With FL 4553 I -w-- ✓E3AncrarsEqually Spaced (see note #3) —81 B�- "M_ C B-+- Intertior View Pair 2' Min. 4" Max. 6"T■Max. M 12 ga. (.083 min.) O head lintel C_ =- 3 Cr M �r 4 r to 0 o 2L I Y 6" Max. ssew"ac Notes: 1) 8080 max. for pairs, 4080 max. for singles. Single openings are described in active leaf of pair. 2) EO anchor locations shown. MT or WMjamb anchors are optional. EO bolts only option for header. 3) (2) EO bolts in header up through 3'0" singles. (3) bolts up through 4'0" singles. (4) bolts up through 6'0" pairs and (5) bolts up through 8'0" pairs. 4) Hinge (4.5 x 4.5 x.1 80) locations are Ceco standard. Curries & Fleming locations are optional or +/- 1" of any locations tested. 5) Frame header is reinforced for 12 gauge Intel. 6) Frame is prepared for approved Mufti -point lock and surface bolts for pairs and approved Multi -point lock for singles. 7) Frame header is prepared for surface bolt strike. Preparation is in door rabbet for inswing as shown and preparation is in soffit for outswing. THREE -SIDED FRAME MCecu Door Page 3 of 13 A%AABWY ... .. .. .. . .... . . .. . .. 109, • •• ••. •• • • • • • • • 96" Max. Opening ._ • • • • . • •. .• • •FRAME MATERIAL W�14"Max. A - 61 COLD ROLLED Anchor Bolts Only) L GAL ANI 7.ED(A60)sTL.4" _Head MIN. FRAME DEPTH. I -w-- ✓E3AncrarsEqually Spaced (see note #3) —81 B�- "M_ C B-+- Intertior View Pair 2' Min. 4" Max. 6"T■Max. M 12 ga. (.083 min.) O head lintel C_ =- 3 Cr M �r 4 r to 0 o 2L I Y 6" Max. ssew"ac Notes: 1) 8080 max. for pairs, 4080 max. for singles. Single openings are described in active leaf of pair. 2) EO anchor locations shown. MT or WMjamb anchors are optional. EO bolts only option for header. 3) (2) EO bolts in header up through 3'0" singles. (3) bolts up through 4'0" singles. (4) bolts up through 6'0" pairs and (5) bolts up through 8'0" pairs. 4) Hinge (4.5 x 4.5 x.1 80) locations are Ceco standard. Curries & Fleming locations are optional or +/- 1" of any locations tested. 5) Frame header is reinforced for 12 gauge Intel. 6) Frame is prepared for approved Mufti -point lock and surface bolts for pairs and approved Multi -point lock for singles. 7) Frame header is prepared for surface bolt strike. Preparation is in door rabbet for inswing as shown and preparation is in soffit for outswing. THREE -SIDED FRAME MCecu Door Page 3 of 13 A%AABWY • • ••• • • • ••• (BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO - PIPE & SLEEVE (BUTTERFLY UP 10 307!) MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL Windstorm Frame Installation ij MASONRY "T" - GROUTED 16" - 24" O.C. GROUT JOINTS Instiuct'i 16" - 24" O.C. GROUT JOINTS WOOD STUD METAL STUD For Use With FL 4553 (NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES Poured In Picce W011 NA �� ... •• .. .. . . . •• • • . . . . . • . . . . • . . .... .. ... . F0260_A 'OPTIONAL 4" FACE • • • • • • • • • FRAME HEAD • • • • • • L vums mrs ruN I ruu slctua fAtrvENtWWII GNpERE 3070 MAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN, KD OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-100 PSF IMPACT RATING = 350 FT -LBF VMIBB UiVw(tMGY C' iroQimbea f'-'� rEmt rwx •Etn allorn6 ---*ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE "LOCATION _ EO - PIPE & SLEEVE (BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO - PIPE & SLEEVE (BUTTERFLY UP 10 307!) MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" - GROUTED 16" - 24" O.C. GROUT JOINTS WIRE MASONRY - GROUTED 16" - 24" O.C. GROUT JOINTS WOOD STUD METAL STUD 6", 6" & EQUAL - 21 MAX. (NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES Poured In Picce W011 NA THREE SIDED FRAMES IZ=Geco Door Page 4 of 13 A%►v . . ... . . . ... •. .. DIM. "A' % .. SEE NOTE 8 • . . . . . . . . . _12" FROM EACH VERTICAL MEMBER 14" O.C. SILL I -� OPENING +rowc ,vrcn+rcuu+[ vnx�zovrA[ wu - SAFETY ® HEAD II III SILL j Windstorm Frame Installation IniruAlbtts: @1 JAMB PLUS 2 36" •�• For Use With FL 4553 94" WOOD STUD METAL STUD (NO FLOOR ANCHORS) ® JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. LAMINATED ® SILL 2" FROM EACH VERTICAL MEMBER & ® MIDSPAN ... .. .. .. . .... . . .. . .. 12'-8" MAX. • • ••• ••• ••• • F0261 •• • • • •• ••• •• • ••• • • • • •• • • • • • • • ••• •• SEE ILLUSTRATION g4 OF THIS SEC7IDN FOR ALTERNATE FRAME ELEVATIONS. 1. DESIGN PRESSURE _ -/- 60 PSF IMPACT RATING = 350 FT -LBF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH = 4" MIN. / 14" MAX. 15 GA. MIN. 6. DOOR OPENING = 3'-0" X 8'-0" SINGLE MAX. 6'-0" X 8 0" PAIRS MAX D 10'-6" MAX. Lai j GLAZING MATERIAL DIM. "D" DIM. C. DIM, "D" DIM. "E" FRAME FACES DIM. "A' GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. FROM EACH END & 3" MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & MAX. SEE NOTE 8 MAX. MAX. MIN. MAX. DOOR crF nrren _12" FROM EACH VERTICAL MEMBER 14" O.C. SILL I -� OPENING +rowc ,vrcn+rcuu+[ vnx�zovrA[ wu - SAFETY ® HEAD II III SILL j WELDED TO STEEL BUCK SEE ILLUSTRATION g4 OF THIS SEC7IDN FOR ALTERNATE FRAME ELEVATIONS. 1. DESIGN PRESSURE _ -/- 60 PSF IMPACT RATING = 350 FT -LBF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH = 4" MIN. / 14" MAX. 15 GA. MIN. 6. DOOR OPENING = 3'-0" X 8'-0" SINGLE MAX. 6'-0" X 8 0" PAIRS MAX D 10'-6" MAX. Lai j GLAZING MATERIAL DIM. "D" DIM. C. DIM, "D" DIM. "E" FRAME FACES DIM. "A' GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. FROM EACH END & 3" MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & MAX. MAX. MAX. MAX. MIN. MAX. "GLASSLAM crF nrren _12" FROM EACH VERTICAL MEMBER 14" O.C. SILL _& 2" FROM EACH VERTICAL MEMBER & ® MIDSPAN WIRE MASONRY OR MASONRY "T" - GROUTED, WELDED TO STEEL HEADER, EO P&S OR BUTTERFLY - X 6" BOLTS @ JAMB SAFETY ® HEAD —WELDED TO STEEL CHANNEL HEADER SILL 2 FROM EACH VERTICAL MEMBER & 0 MIDSPAN WELDED TO STEEL BUCK @1 JAMB PLUS 2 36" 72" 35" 94" WOOD STUD METAL STUD (NO FLOOR ANCHORS) ® JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. LAMINATED ® SILL 2" FROM EACH VERTICAL MEMBER & ® MIDSPAN GLASS 7. STOP •BEDDING IS CLOSED CELL FOAM TAPE 1/8" X 1/2" AND DOW CORNING 995 STRUCTURAL HEIGHT = 5/8" MIN. SILICONE. 1 3/4" STEEL STIFFENED. HONEYCOMB, POLYURETHANE, MINERAL CORE OR B. FULL HEIGHT VERTICAL & 6' HORIZONTAL POLYSTYRENE CORE PANELS (18 Go M;n — 14 Ca Mcx) MAY BE USED IN LIEU OF MULLIONS MUST DE REINFORCED WITH GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. FROM EACH END & 3" MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & (2) 10 --GAUGE X 3/4" X FRAME DEPTH AT 12" MAX. O.C. THE WELDS ARE MIN, 1/4" WELDS X 1/2" LONG. PANELS TO BE "C" CHANNELS INSTALLED BACK TOINSTALLED IN EXTERIOR (OUTSIDE) RABBET. WELDS ARE LOCATED WHERE PANEL ABUTS BACK TO FORM SIMULATED "1" BEAM. FRAME SOFFIT. PANELS ARE SEALED WITH SILICONE. crF nrren _12" FROM EACH VERTICAL MEMBER 14" O.C. ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE I LOCATION EO - PIPE & SLEEVE OR BUTTERFLY w00D BUCK 3/8" X 6" LAG SCREW �@ W JAMB _ 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. @ HEAD ••2" FROM EACH VERTICAL MEMBER & 14" O.C. @ SILL 2" FROM EACH VERTICAL MEMBER & ® MIDSPAN EO - PIPE &SLEEVE OR BUTTERFLY MASONRY BUCK /8" X 6" EXPANSION SHELL54 JAMB 12" MAX. FROM SILL, B" FROM HEAD & 20" O.C. HEAD _12" FROM EACH VERTICAL MEMBER 14" O.C. SILL _& 2" FROM EACH VERTICAL MEMBER & ® MIDSPAN WIRE MASONRY OR MASONRY "T" - GROUTED, WELDED TO STEEL HEADER, EO P&S OR BUTTERFLY - X 6" BOLTS @ JAMB 8" MAX. FROM EACH END & 16" O.C. ® HEAD —WELDED TO STEEL CHANNEL HEADER SILL 2 FROM EACH VERTICAL MEMBER & 0 MIDSPAN WELDED TO STEEL BUCK @1 JAMB '1"5" MAX. FROM SILL & 27.5" MAX. O.C. @ HEAD "'WELDED TO STEEL CHANNEL HEADER (9) SILL 2" FROM EACH VERTICAL MEMBER & ® MIDSPAN WOOD STUD METAL STUD (NO FLOOR ANCHORS) ® JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. ® HEAD "•2" MAX. FROM EACH VERTICAL MEMBER & 14" D.C. ® SILL 2" FROM EACH VERTICAL MEMBER & ® MIDSPAN --!UR 5 & UP HEAD MEMBERS. FOR HEADS LESS THAN 6'. LOCATE ANCHORS 2" MAX. FROM EACH VERTICAL MEMBER & ® MIDPOINT OF SPAN. •••1/4" THICK MAX. SHIM PLATES (2" WIDE X 7" LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4" GREATER THAN JAMB DEPTH, HEADER WELDS LOCATED 3' FROM EACH JAMB & 3" FROM EACH SIDE OF VERTICAL MULLIONS & 0 MIDPOINT OF SPAN OF HEAD ABOVE DOORS. WELDS ARE MIN. 3/16" X 1" LONG. SHIM PLATES ARE PROVIDED BY OTHERS. AFTER WELDING FRAME TO SHIMS. CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. SIDE LITE AND TRANSOM FRAMES L DEPTH — 1/4" I'{ 0—GAUGE 0.750 0.750 ETAI L "A—A; M.Deco.Door Page 5 of 13 ASSA . . ... . . . ... • • .. • • .. • . . . . . • • Windstorm Frame Installation lnstruetic6s::: •�• For Use With FL 4553 ... .. .. .. . . . •• • . • • . . . . . ...... ... . t2'-8' MAX. see • • F%262:90 • ••• • • • • "�" "�" "g" • • • • • • • �C" A" C 10'-6" MAX. A.. �C" 1. DESIGN PRESSURE _ /- 60 PSF IMPACT RATING =-350 FT -..BF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH = 4" MIN. / 14" MAX. 16 GA. MIN. 6. STOP HEIGHT = 5/8" MIN. 7. FULL HEIGHT VERTICAL & 6' HORIZONTAL MULLIONS MUST BE REINFORCED WITH (2) 10 -GAUGE X 3/4" X FRAME DEPTH "C" CHANNELS INSTALLED BACK TO BACK TO FORM SIMULATED "I" BEAM. SEE DETAIL "A -A". 'BEDDING IS CLOSED CELL FOAM TAPE 1/8" X 1/2" AND DOW CORNING 995 STRUCTURAL SILICONE. 1 3/4" STEEL STIFFENED. HONEYCOMB. POLYURETHANE. MINERAL CORE OR POLYSTYRENE CORE PANELS (18 Go Min - 14 Go Max) MAY BE USED IN LIEU OF GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. FROM EACH END & 3" MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & AT 12" MAX. O.C. THE WELDS ARE MIN. 1/4" WELDS X 1/2" LONG. PANELS ARE SEALED WITH SILICONE ANCHORS& METHOD OF ATTACHMENT FRAME FACES DIM. DIM. MAX. EXPOSED GLAZING MArERIAL "g^ "C" GLAZED AREA j DIM A _ MAX. MAX. 12" MAX. FROM SILL. 8" FROM HEAD & 20" O.C. MIN. MAX. "GLASSLAM 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WIRE MASONRY OR MASONRY I" - GROUTED, WELDED TO STEEL HEADER, EO P&S OR BOLTS UTTERFLY - ./B" X 6" B @ JAMB 8" MAX. FROM EACH END & 16" O.C. @ HEAD SAFETY @ 54L Z" FROM EACH VERTICAL. MEMBER & @ MIDSPAN WELDED TO STEEL BUCK @ JAMB "'S" MAX. FROM SILL & 27.4 MAX. O.C. PLUS 2 LAMINATED GLASS 2" , 4" 72" 94" 3384 'BEDDING IS CLOSED CELL FOAM TAPE 1/8" X 1/2" AND DOW CORNING 995 STRUCTURAL SILICONE. 1 3/4" STEEL STIFFENED. HONEYCOMB. POLYURETHANE. MINERAL CORE OR POLYSTYRENE CORE PANELS (18 Go Min - 14 Go Max) MAY BE USED IN LIEU OF GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. FROM EACH END & 3" MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & AT 12" MAX. O.C. THE WELDS ARE MIN. 1/4" WELDS X 1/2" LONG. PANELS ARE SEALED WITH SILICONE ANCHORS& METHOD OF ATTACHMENT ANCHOR TYPE I LOCATION EO - PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/8" X 6" LAG SCREW @ JAMB 12" MAX. FROM SILL. B" FROM HEAD & 20" O.C. ® HEAD "2" FROM EACH VERTICAL MEMBER & 14" O.C. _ @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN EO - PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 3/8" X. 6" EXPANSION SHELLSO @ JAMB 12" MAX. FROM SILL. 8" FROM HEAD & 20" O.C. ® HEAD -2" FROM EACH VERTICAL MEMBER & 14" O.C. SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WIRE MASONRY OR MASONRY I" - GROUTED, WELDED TO STEEL HEADER, EO P&S OR BOLTS UTTERFLY - ./B" X 6" B @ JAMB 8" MAX. FROM EACH END & 16" O.C. @ HEAD ••• WELDED TO STEEL CHANNEL HEADER @ 54L Z" FROM EACH VERTICAL. MEMBER & @ MIDSPAN WELDED TO STEEL BUCK @ JAMB "'S" MAX. FROM SILL & 27.4 MAX. O.C. @ NEAG "'WELDED TO STEEL CHANNEL HEADER @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WOOD STUD@ METAL STUD (NO FLOOR ANCHORS) AMB 5 MAX. FROM SILL & 27.5" MAX. O.C. ZAP. @ HEAD '•2" MAX. FROM EACH VERTICAL MEMBER & 14" O.0 @ SILL 1 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN "FOR 6' & UP HEAD MEMBERS. FOR HEADS LESS THAN 6'. LOCATE ANCHORS 2" MAX. FROM EACH VERTICAL MEMBER & V MIDPOINT OF SPAN. •••1/4" THICK MAX. SHIM PLATES (2" WIDE X 7" LONG OR TO SUIT IAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4" GREATER THAN JAMB DEPTH. HEADER WELDS LOCATED 3" FROM EACH JAMB & FROM EACH SIDE OF VERTICAL MULLIONS & 0 MIDPOINT OF SPAN OF HEAD ABOVE DOORS. WELDS ARE MIN. 3/16" X 1" LONG. SHIM PLATES ARE PROVIDED BY OTHERS. AFTER WELDING FRAME 10 SHIMS, CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. BORROWED LITE FRAMES I. DEPTH - 1/4" I 0 -GAUGE 10.750 110.750 ETAIL "A—A,' Memo= Page 6 of 13 ASIA ABLIN "I" BEAM CONSTRUCTION DETAILS _ • • • • • • • 314" LEG OF "C* CHANNELS FULLY WELDED TO FRAME FRAME FACE CONTINUOUSLY WELDED SEE NOTE 1 NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF EQUAL TO OR GREATER THAN 6' IN LENGTH. 2. 10 GA. "C" CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER. OFFSET 3/4" ON EACH END. 3. EQUALLY SPACED AT EACH END OF MULLION. FRAME CONSTRUCTION AND MULLION DETAIL • 70" MIN 118' MAX Weco 000r Page 7 of 13 .. .. . . . .. .. . . . . . • . . . . . • ••• . Windstorm Frame Installation In9truckiahs: •�• For Use With FL 4553 ... .. .. .. . . . ...... ... . "I" BEAM CONSTRUCTION DETAILS _ • • • • • • • 314" LEG OF "C* CHANNELS FULLY WELDED TO FRAME FRAME FACE CONTINUOUSLY WELDED SEE NOTE 1 NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF EQUAL TO OR GREATER THAN 6' IN LENGTH. 2. 10 GA. "C" CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER. OFFSET 3/4" ON EACH END. 3. EQUALLY SPACED AT EACH END OF MULLION. FRAME CONSTRUCTION AND MULLION DETAIL • 70" MIN 118' MAX Weco 000r Page 7 of 13 • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Windstorm Frame Installation Instructions: •�• For Use With FL 4553 ... .. .. .. . .... . . .. . .. F0263 • • • • • • • • TF2SL TFLSL TFRSL * OPTION: ARCHED UNITS L S L RSi. I I LPSL RPSL 2SL P2SL I VARIES 777T /TT7T/7T7>777 --�- WINDOW FRAME ABOVE FLOOR TF TF2PSL TFLPSL TFRPSL ARCHED FRAMES SLOPED FRAMES WINDOW FRAME ON FLOOR ALTERNATE FRAME DESIGN Ceco Docr A%AAB" Page 8 of 13 CONVENTIONAL FRAME CORNiR •A•SS•EM•BLY... .. SLOTS FOR CORNER TABS SLOTS FOR JAMB TABS . ••• • • • • .. . •• • • • • • ••• •• :R TABS-)— BEND CORNER TABS TOWARD INSIDE OF 0 FRAME oCORNER ASSEMBLY JAMB TABS Install rubber silencers before frame is setup la ovoid grout plugging holes. q� BEND JAMB TABS TOWARD OUTSIDE OF FRAME DRYWALL FRAME CORNER ASSEMBLY HEAD I i SQUARING THE FRAME the installer should use wood spreaders. a carpenters level and a carpenters square. Set the frame in the desired location. Level head and plumb jembs. Shinn under jorobs °f necessary. 8 x iS2" M PHSMS Bend Head Tabs UP TCORNER i- -1 DOOR OPG AT HEAD SPREADER lypical wood spreader must be square and made from lumber at least 1" thick. Length of spreader equals door opening width at the head. Cut clear— once notches for frame stops as shown. Spreader must be nearly as wide as frame depth for proper installation. KD FRAME CORNERS U-4 117 M Iii T.T. —�—_ Page 9 of 13 • • • • • • • • • • Windstorm Frame Installation Instructions: % •�• For Use With FL 4553 ... .. .. .. . .... . . .. . .. . • ••. ••. ••• . F0282 CONVENTIONAL FRAME CORNiR •A•SS•EM•BLY... .. SLOTS FOR CORNER TABS SLOTS FOR JAMB TABS . ••• • • • • .. . •• • • • • • ••• •• :R TABS-)— BEND CORNER TABS TOWARD INSIDE OF 0 FRAME oCORNER ASSEMBLY JAMB TABS Install rubber silencers before frame is setup la ovoid grout plugging holes. q� BEND JAMB TABS TOWARD OUTSIDE OF FRAME DRYWALL FRAME CORNER ASSEMBLY HEAD I i SQUARING THE FRAME the installer should use wood spreaders. a carpenters level and a carpenters square. Set the frame in the desired location. Level head and plumb jembs. Shinn under jorobs °f necessary. 8 x iS2" M PHSMS Bend Head Tabs UP TCORNER i- -1 DOOR OPG AT HEAD SPREADER lypical wood spreader must be square and made from lumber at least 1" thick. Length of spreader equals door opening width at the head. Cut clear— once notches for frame stops as shown. Spreader must be nearly as wide as frame depth for proper installation. KD FRAME CORNERS U-4 117 M Iii T.T. —�—_ Page 9 of 13 . .... . . • •.. Windstorm Frame Installation Ins'truetiCMso ' 11 % .:• For Use With FL 4553 ... .. .. .. . .... . . .. . .. Pocket provided i i • ii •�i for 1/2" or 5/8" • • 400:.• •.• • thick wail board 0 5/.8. . • • •.• •• • •• I• .• • 0 Flush with 4el stud —2`Welded Swap - METAL STUD "Z" METAL STUD ANCHOR ANCHOR Pocket provideo Pocket provided for 1/2" or 5/8" for 1/2" or 5/8" thick wall board thick wall board \ o \ o a \ f Flush � Flush with with Welded stud 2 - stud — Snap -in type METAL STUD "Z" WOOD STUD ANCHOR ANCHOR (Used also for METAL STUD Walls) Pocket provided for 1/2' or 5/8" thick wolf board Welded 2^ Snap -in type WOOD STUD "Z" EXISTING OPENING ANCHOR STRAP ANCHOR Welded EXISTING OPENING ANCHOR STUD WALL FRAME ANCHORS r Memo= Page 10 of 13 A%A ABL Y ..r Windstorm Frame Installation Insiruc le6::: : .:. For Use With FL 4553 .. . •• .... .. .. . .... . . .. . .. . . ...... ... . rSnap—intype Snap -in type WIRE MASONRY ANCHOR MASONRY "T" ANCHOR .N Available on special order only YOKE AND STRAP MASONRY ANCHOR I Welded EXISTING OPENING ANCHOR F0284 A Bend infield to fit. \/ Snap—in type MASONRY "T" ANCHOR (ADJUSTABLE) —^ 2� � Snop4type EXISTING OPENING ANCHOR STANDARD FLOOR ANCHOR MASONRY WALL FRAME ANCHORS r McecoDoor Page 11 of 13 A%A AB" SITE SPECIFIC FLOOR P' SCAN T.S. A ni. • • ••• • • • ••• •• •• • • • •• •• • IAM tHCMES Q.ILLA^i '•FI°ROVED BY DATE as LOWNG m ;S; K;'CTUR ;L vi x ELECTRICAL PLUPADING m� m W WECHP..N ''AL B DG. '):1,: i iU N1;'U,1N. r �'VlliH ALL F EuER-1, Tc N,"' BOUNTY RILES ;AND REG ;L A110,,S BUILDING FOOTPRINT PLAN VIEW �4 171211 56.0' DESIGN NOTES: 2010 FLORIDA BUILDING CODE ASCE 7-10 Vult=175 MPH / Vasd=135.6 MPH (3 SECOND GUST), EXPOSURE'C', ENCLOSED STRUCTURE, RISK CATEGORY=II, Kd=0.85, Kzt=1.0, Kz=TABLE 30.3-1, GCpI=+/-0.18 qh = 0.00256*Kz*Kzt*Kd*V*V P = qh ((GCp)-(GCpI)) MRH=15', ZONE(S) AS NOTED, MONOSLOPE ROOF, ROOF SLOPE 0° PRESSURES: NOTED BELOW INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS GENERAL NOTES: 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL. 3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO RE -INSPECT AND RE-EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. SINCE IT IS NOT PRUDENT TO PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. 4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. S. PER FBC 2510.8, ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FOR THE TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION. 6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 7. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, NON -SHRINK AND NON-REACTIVE. 8. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. 9. ALL FASTENERS TO BE #12 X 3/4" OR GREATER 2024-T4, 18-8 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1.1C, SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. 10. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. 11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN, 12. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ANY DIMENSIONS LISTED BEFORE WORK CONTINUES. ANY FIELD DEVIATION, IN WHOLE OR IN PART, FROM THIS DRAWING AND THE GENERAL NOTES SHALL RELEASE ENGINEERING EXPRESS FROM ANY RESPONSIBILITY, LIABILITY, OR CLAIM FOR DAMAGE RESULTING FROM ANY SUCH DEVIATION. THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION FURNISHED TO ENGINEERING EXPRESS BY THE CONTRACTOR. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION, AND ANY DATA OR MEASUREMENTS LISTED ON THIS PLAN WHICH DO NOT CONFORM TO FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THIS ENGINEER IMMEDIATELY BEFORE WORK CONTINUES. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. * ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION * DESIGN INFORMATION: MARK QTY W x H (In.) ZONE DESIGN PRESSURE (sf) PRODUCT APPROVAL # PRODUCT MODEL 1 (1) 40 x 80 4 +34.79 / -37.84 FL4553.1-R7 CECC) FRAMED IMPACT DOOR DRAWING NOTES: TERATITHIS SHEET IS INTENDED FOR USE IN PROJECTS WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS CONTACTED FOR ADDITIONAL CERTIFICATION. MDESI ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 42° HIGH APPROVED GUARDS WHICH SHALL NOT D SILL HEIGHTS: WINDOWS MUST HAVE MINIMUM SILL HEIGHT OF 24 INCHES. OPERABLE WINDOWS WITH SILL HEIGHTS LOWER THAN 42 INCHES THAT DO O OPIE A BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WITH A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROM OPENING TO WHICH A 4' SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36' (EXCEPT FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGENCY THE BLOCKER MUST BE REMOVABLE, PER FBC 1029.4). WINDOWS WITH THIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING TO FBC. 1618.4.6 FOR SAFEGUARDS WHICH IS NOT INCLUDED IN THIS DOCUMENT. WHEN APPLICABLE, WIND PRESSURE INFORMATION FOR USTED SHUTTER PRODUCTS HAVE BEEN CALCULATED USING WIDTH - HEIGHT/ 3 (EFFECTIVE AREA - H -H/3) TROY 014 %0 N0 It cri 00 V OW = ZX w>ULL; �W �Q� aC7 O.CIG8z vNVcn �3 Ow.. R tD W - ,i0�` m 10, 88F COPYRIHT E ME MG 8TlM 14-1548 P