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WS-15-2207 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244806 Permit Number: WS-8-15-2207 Scheduled Inspection Date: October 05, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PECK, STEPHEN Work Classification: Window/Door Replacement Job Address:760 NE 97 Street Miami Shores, FL 33138- Phone Number (305)801-4427 Parcel Number 1132060142210 Project: <NONE> Contractor: UNIQUE CONCEPT CONSTRUCTION INC Phone: (305)972-6717 Building Department Comments REMOVAL OF WINDOWS AND A DOOR. INSTALLING Infractio Passed Comments IMPACT WINDOWS AND A DOOR. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-242473. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 02,2015 For Inspections please call: (305)762-4949 Page 21 of 31 �S+;OR,Es y Miami Shores Village ,$ 46 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 e Phone: (305)795-2204 �a F ; Expiration: 03/23/2016 Project Address Parcel Number Applicant 760 NE 97 Street 1132060142210 Miami Shores, FL 33138- Block: Lot: STEPHEN PECK Owner Information Address Phone Cell STEPHEN PECK 760 NE 97 Street (305)801-4427 MIAMI SHORES FL 33138- 760 NE 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 UNIQUE CONCEPT CONSTRUCTION 1 (305)972-6717 _.._ Total Sq Feet: 0 Type of Work:REMOVAL OF WINDOWS AND A DOOR. INST Available Inspections: No of Openings:7 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 $6.00 DBPR Fee Invoice# WS-8-15-56890 $2.55 08/27/2015 Cash $50.00 $150.10 DCA Fee $2.55 Education Surcharge $2.00 09/25/2015 Check#:2095 $ 150.10 $0.00 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $200.10 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 th t all wor ill be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to o t or ated. September 25, 2015 Authorized Signature:Owner / Applicant / Contractor /1 A&renr Date Building Department Copy September 25,2015 1 Miami Shores Village Building Department AU 2 7 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ^� FBC 201%-4 BUILDING Master Permit No.0 PERMIT APPLICATION Sub Permit No. 21fU^ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP 7 CONTRACTOR DRAWINGS JOB ADDRESS: T�Q�� N � G City: Miami Shores County Miami Dade Zip 3312) S. Folio/Parcel#:_ 32.0b .- 019 "Z 21 sthe Building Historically Designated:Yes NO L� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):_ S}-f p h e I� v pe GK Phone#: Address: V-f-y)-C ►-, w CL �p�- , 13 U-1 City: rn It'l Wl t ) State: 331-:SCIZip: _ Tenant/Lessee Name: Phone#: CONTRACTOR:Company Name:yVl1 J� �cyN ceQ 5 1"� styuct Phone#: q19 �! Address: (2 KJ q I City:__ State: � Zip: '3301-2- Qualifier 301"2-Qualifier Name: "_c7P 1__. . a.cn Sia Phone#: State Certification or Registration X,�C``, 152 2-2 :'IP Certificate of Competency#: DESIGNER:Architect/Engineer: �C !D S �/ PP/Le2 ?£ Phone#: (`7d�lo� sc 2 / 72J Address:_ '&OL) S t.(J /1 Z-�k C'rrQ a� City: /Ni w v»I State: FL Zip: -3312G Value of Work for this Permit:$ f�5, Square/Linear Footage of Work: 170 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: rcy--naV w V\) i d S �� l ( S-E t l �q 11 0n 100 C+ W nd ojy S d n i✓l _. / C9,6 Pmt i r�� W I N w ws 14G Specify color of color thru tile: r�Y Submittal Fee$Els-MM Permit Fee$ 1 w CCF$ CO/CC$ Scanning Fee$ Radon Fee$ , DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ (Revised02/24/2014) TOTAL FEE NOW DUE$ 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 7( Signature ja OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this — 0 9 day off "SUZY ,20 IS- by 1.3 day of 4UG05T 120 IS by i fgq�IeA ` . ,who is personally known to -lot.L.4c."tN who is personally known to me or who has produced fl-OL 00200-70-69-fvy-0as me or who has produced FE DL All3- 132-r8-OS)-Q as identification and who did take an oath. identification and who did take an oath. 1ppY PV NOTARY PUBLIC: ELAINEALEMAN NOTARY PUBLIC: r°`;.�� ELAINE ALE" * * MY COMMISSION#FF 165530 * * MY COMMISSION i FF 165530 EXPIRES:December 29,P018 n _ EXPIRES:Dweml�29,2018 Sign: W,40" oFncR�� CAJDDi. Serres Sign: s ,DC gv��0f/`��i�°�nnB�iN •IN°tarySenices Print: lV1-� Al-ew, Y+'� Print: E Ct%V-% W !-i`-e.VnQM Seal: Seal: r•***•*s***s**ssss********.**�**■*, *.*r*******************rrrr**s*********•r■*■*«�******■*.******■***sss**** APPROVED BY Z3/ `Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT,GOVERNOR KEN L.AWSON.,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION,INDUSTRY LICENSING BOARD CGC15=76 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ACOSTA, JOE LUIS UNIQUE CONCEPT CO -• � :� '� 686 W 43 PLACh.. HIALEAH2 Nil ISSUED: 03/17/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1503170003592 W City of Hialeah Business 2014-15 Business Tax Receipt Mayor Carlos Hernandez No: 236115-95 Amount: $ 200.00 The person,firm or corp.listed here has paid the business tax required to engage in or operate the business specified subject to the regulations and restrictions of the City of Hialeah,Florida Owner: JOE ACOSTA Type of Business:New Single—Family Housing Construction (except Operative Builders) UNIQUE CONCEPT CONSTRUCTION INC Business Location: 686 W 43 PL HTALE_AH, FL 33012 686 W 43 PL Validating No.: 352220 Expires September 30,2015 THIS IS NOT A BILL .Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY LBT 7183570 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES UNIQUE CONCEPT NEW BUSINESS SEPTEMBER 30, 2015 CONSTRUCTION INC 7464224; Must be displayed at place of business 686 W 43 PL Pursuant to County Code HIALEAH,FL 33012-3853 Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED UNIQUE CONCEPT CONSTRUCTION 196 GENERAL BUILDING BY TAX COLLECTOR INC CONTRACTOR 45.00 03/27/2015 C[/C1.I11F I 1 IISi AC OSTA PRFR Worker(s) 1 CGC1522276 0224-15-003975 This toed Bawes Tax Receipt oaly eoaimrs payment d the local Business Tax.The Receipt is act a license, permit or•cerlifieatioa d the bohWs gasi fieetiorA to do business.Holder must comply with any gowraarwtd or aorgoveemneaW regulatory laws and requirements which apply to dm basia"s, The RECEIPT N0.dew east be displayed on all commercial vehieea-Mems-Dae Code Sec 80-M mukm Fwrawqjaftnasdwvi*wwwAiq ACC>RV CERTIFICATE OF LIABILITY INSURANCE 0811112015 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: H the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. H SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certfficate does not confer rights to the certificate holder in lieu of such end s. PRODUCERCONTACT Ed Edge Posadas Enterprise Insurance Group,LLC ITM&1y 613 222 813 6-9244 12320 Racetrack Road service@entoMrMolnsgroup.com Tampa,FL 33626 License#:L059361 INsu� s AFFORDING 1°E NAlca "� INSURER A., Starr Surolus lines Insurance Company INSURED INSURERS: Unique Concept Construction Inc c 686 W 43 Place INSURER D: Hialeah,FL 33012 INUM E. INSURER R• COVERAGES CERTIFICATE NUMBER: 00006446.0 REVISION NUMBER: 1 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. INSIRLTR PARJL Wim a&TYPE OF INSURANCE POLICY NUMBER EFF LIMITS A GENERAL LIABILITY SLDCC800577-00 1211212014 121212015 EACH OCCURRENCE S 11000,000 X COMMERCIAL GENERAL UABIUTY $ 60,000 CLAIMS-MADE ®OCCUR MEDEXP An ons person $ 6,000 PERSONAL s ADV INJURY S 1,000.0 0 GENERAL AGGREGATE S 1.0-00.0-00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG S 1.000,000 POLICY LOC S AUTOMOBILE LIABILITY C MBI LE UM ANY AUTO BODILY INJURY(Per P MM) S ALL OWNED SCHEDULED �D BODILY INJURY(Per aceldaM) S HIRED AUTOS NON-)VMED TY S AUTOS tPeracddertl S �UMBRELLA LU1B OCCUR EACH OCCURRENCE S EXCESS UAB 1 CLAWSMADE AGGREGATE S IDED I RETENTION I 1 S WORKERS COMPENSATION STATU OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE❑ E.L.EACH ACCIDENT S OFFICERU MBER EXCLUDED? N I A (ManddM in NH) E.L.DISEASE-EA EMPLOYE S I/yes,deeWbe udder OE PT10N OF RATI E L DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ARaah ACORD 101,AddhWal Remnb SehWuN,H men space Is squired) Certificate is for Evidence of Insurance Only Unique Concept Construction Inc Joe Acosta:General Contractor License:Cgc1522276 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village,FL 33138 auTNORQaO Amre EMP m 19 2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Printed by EMP on August 11,2015 at 04:26PM Report Viewer Page 1 of 1 ® Image JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 7/30/2015 EXPIRATION DATE: 7/29/2017 PERSON: ACOSTA JOE L FEIN: 463282204 BUSINESS NAME AND ADDRESS: UNIQUE CONCEPT CONSTRUCTION INC 686 WEST 43 PLACE HIALEAH FL 33012 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter byy filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,CertlHcates of election to be exempt..appy only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shah be subject to revocation d,at any time after the filing of the notice or the issuance of the cerbfiWe, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08.13 QUESTIONS?(850)413-1609 file:///C:/Users/CARLOS/AppData/Local/Microsoft/Windows/Temporary%20Internet%20... 8/14/2015 General Contractor ;064 CGC1522276 .Wag,11h.;_ Commercial&Residential President-Joe L. Acosta Jacosta@unique-concept.net UNIQUE CONGEPT Phone:305.283.7081 Cnnsiructinn, Inc Fax:786.391.(1278 Now :.. Date: 8-24-15 Miami Shores Village nd 10050 NE 2 Ave Process/Permit# Before me this day personally appeared Joe L Acosta who, being duly sworn deposes and says; I will be the only person working on the project located at: 760 NE 97 St Miami Shores, FL 33139. Sworn to (or affirmed) and subscribed before me this 24 day of August 2015, by Joe L Acosta. Please note: any other trait needed to complete said project will possess liability insurance as well as proper workman compensation documentation. Personally know OR Produced Identification Identification Produced Type FL D�- A�223 -42>2 05 �o v-YCAA k, C-tb n1(.l--., Print Type or Stamp Name of Notary r°`�"'&e`� ELAINE ALEMAN Joe L. Acosta r * My COMMISSION I FF 16M President �O� EXPIRES:�ember28,2018 oe Bonded TAru Budget N alxy 6enka ♦SNoREs r? ' googol millet" Miami shores Village Building Department ORIDp` 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption s. Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State.Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the onlyperson allowed to work on our project. In these circumstances Miami Shores Village does not require verification of P Y P J � g workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: X Owner State of Florida County,of Miami-Dade The foregoing was acknowledge before me this 69 day of 30LY 20 IS- . By 5epheYl Pe4L who is personally known to me or has produced K DC Pte- -)V- 6 4- ioY-Qs identification. 1�0.Y Pb Notary: Gam--' ....,° ELAINE ALEMAN * * MY COMMISSION I FF 16 X SEAL: `ate EXPIRES:December 29,2018 oFFld` Bv6dThmBudgetNota U kei Propert Search Application- Miami-Dade County Page 1 of 1 w OFFMUE OF owl-HE PROPER2010Y APPRAISER Summary Report Generated On:8/27/2015 Property Information Folio: 11-3206-014-2210 Property Address: 760 NE 97 ST Owner SUE T MOORE 760 NE 97 ST Mailing Address MIAMI,FL 33138-2526 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft It Living Area Sq.Ft Adjusted Area 1,595 Sq.Ft Lot Size 8,625 Sq.Ft Taxable Value Information Year Built 1952 2015 2014 2013 Assessment Information County Exemption Value $0 $100,500 $100,500 Year 2015 2014 2013 Taxable Value $319,563 $21,796 $19,989 Land Value $207,224 $146,401 $117,404 School Board Building Value $111,012 $108,144 $108,147 Exemption Value $0 $25,500 $25,500 XF Value $1,327 $1,346 $1,365 _..__._ _.._ ..__._.__ ..__. _. ._..... Taxable Value $319,563 $96,796 $94,989 Market Value $319,563 $255,891 1 $226,916 City Assessed Value $319,563 $122,296 $120,489 Exemption Value $0 $50,5001 $50,500 Benefits Information Taxable Value $319,563 $71,796 $69,989 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $0 $50,500 $50,500 Cap Reduction $133,595 $106,427 Taxable Value $319,563 $71,796 $69,989 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Senior Homestead Exemption $50,000 $50,000 Widow Exemption $500 $500 [Note: Not all benefits are applicable to all Taxable Values(i.e.County, Board,City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 5&W1/2 LOT 4 BLK 69 LOT SIZE 75.000 X 115 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:ltwww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/27/2015 CFN: 20150451480 BOOK 29695 PAGE 3646 DATE:07/14/2015 12:18:46 PM DEED DOC 2,220.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Prepared lZv and return to: Michael S.Tobin,Esq. Rothman&Tobin,P.A. 11900 Biscayne Boulevard Suite 740 Miami,FL 33181 305-895-3225 File Number: 15-194 Will Call No.: Parcel Identification No. 11-3206-014-2210 [Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM-SECTION 689.02,F.S.) This Indenture made this 7th day of July,2015 between Jesus 1. Menendez,a married man whose post office address is 511 NE 55th Terrace,Miami Shores,FL 33138 of the County of Miami-Dade,State of Florida,grantor*,and Stephen Peck, a single man whose post office address is 1000 Venetian Way#1304, Miami Beach, FL 33139 of the County of Miami-Dade, State of Florida,grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/]00 D01,LARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Miami-Dade County,Florida,to-wit: Lot 5 and the West 1/2 of Lot 4,Block 69,Miami Shores Section 3, according to the plat thereof, as recorded in Plat Boole 10,Page 37,of the Public Records of Miami-Dade County,Florida. This conveyance is subject to the following: 1. Taxes and assessments for the year 2015 and subsequent years. 2. Conditions,restrictions, reservations,limitations,agreements and easements of record,if any; but this provision shall not operate to reimpose the same. 3. Zoning ordinances. Grantor warrants that at the time of this conveyance, the subject property is not the Grantor's homestead within the meaning set forth in the constitution of the state of Florida,nor is it contiguous to or a part of homestead property. Grantor's residence and homestead address is: 511 NE 55th Terrace,Miami Shores,FL 33181 and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. *"Grantor"and"Grantee"are used for singular or plural,as context requires. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTimee CFN' 20150451480 BOOK 29695 PAGE 3647 Signed,sealed d 'vered in our presence: (Seal) Witness N e: % 6Jesus 1. mend fitness Name: Y,�} State of Florida County of Miami-Dade The foregoing instrument was acknowledged before me this 7th day of July 15 by Jesus I. Menendez, who L]is personally known or[X]has produced a driver's license as identiflcatiun. [Notary Seal] Notary Pub c -0,0 P4 LAW&NM MM Printed Name: ' c* MY C0MWSSI0N y EE 194454 * EXPIRES:May 1,2016 My Commission Expires: • �, e�4eamNeua�►�nse Warranty Deed(Slalulory Form)-Page 2 DoubleTimeo i• y Calculation of Glazing Area for 760 N.E. 97th Street, Miami Shores: W -220- Mark A: (74" x 26") / 144 = 13.4 sq. ft. Mark B: (35" x 82") / 144 = 20.0 sq. ft. SEP 2 2 2015 Mark C: (54" x 27") / 144 = 10.1 sq. ft. BY- Mark Y-Mark D: (37" x 38-3/8") / 144 = 9.9 sq. ft. RAI' Mark E ( Rear Bedroom Right Elev.) : (111" x 26") / 144 = 20.0 sq. ft. rf10►f" Mark F ( Rear Bedroom Left Elev.) : (111" x 63") / 144 = 48.6 sq. ft. oil 1 Dd941WMark F1 ( Left Bedroom Left Elev.) : (111" x 63") / 144 = 48.6 sq. ft. S41W* Family Room Openings: Fixed Panels To the Left of Door: 3[36-1/4" x 80"] / 144 = 60.4 sq.ft. Fixed Panel To the Right of Door: (36-1/4" x 80") / 144 = 20.1 sq.ft. Door: (36" x 80") / 144 = 20 sq.ft. Rear Facing Fixed Panels: (62" x 80") / 144 = 34 sq.ft. Clerestory Fixed Windows (Above) : 3[37" x 13.5"] / 144 = 10.5 sq.ft. Front Door (Including Sidelites): (64" x 91") / 144 = 40.4 sq.ft. . . .... ...... ** SUM OF TOTAL GLAZING AREA: 355.9 sq.ft. .. , :so**: ** 25% of TOTAL GLAZED AREA: 355.9 sq.ft. X 0.25 = 89 sq.ft. e ' ... s ee goes* e...e e. . e.g.. ** SUM OF AREA OF MARKS A, B, C, D = 53.4 sq.ft. < 89 sq.ft. ,,,,,, , . . . . ...... ....% Therefore, OK to replace Marks A, B, C, & D . . .. . . ... . . so.* gip. r iM-lAMaDiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPAR'T'MENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidadLgov/economy Labrador&Fundors Corp dba V&V Windows 2355 W 416 Avenue Hialeah,FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11300" Outswing Glazed Aluminum Door w/wo Sidelite or door w/wo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminum Out-Swing Entrance Door (L.M.I.)", sheets I through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P. E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure(DP)ratings in sheets 3,4&5 for unit sizes Vs glass type.Lower Design Pressure from doors or mullion shall control when doors are mulled(w/wo Reinforcements). 2. Door w/transom is limited to max. 25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 ft2,nor panel tested area and max.Paridllftght. LABELING:Each unit shall bear armanent label with the manufacturer's name or to d d 01*res and* • i� g ,�i�,s�ate an ger' .• following statement: "Miami-Dade County Product Control Approved",noted herein. 000.00 ....;. RENEWAL of this NOA shall be considered after a renewal application has been filed arfl:P�e has been do changpjii�. the applicable building code negatively affecting the performance of this product. ." • TERMINATION of this NOA will occur after the expiration date or if there has been a r 0 or ch a the •0• P e1t§wa 'n materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endor'senient of.`an%WbductJp& sales,advertising or any other purposes shall automatically terminate this NOA.Failure to.oampLy with an36section of . . . • this NOA shall be cause for termination and removal of NOA. 0 0 0000.. .0000. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Count}, Flohda, an'd followed 1 44q.; expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,thea t slta:l be done in its entirety. 09 • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews&revises#12-0113.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda,P.E. MIAMt4�DH iJ7Y NOA No.15-0310.05 Expiration Date: September 01,2020 Approval Date: September 10,2015 a1y\\S Page 1 z ~ Labrador&Fundora Corn dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files below). 2. Drawing No.W1048 Rev F,titled"Series Aluminum Out-Swing Entrance Door(L.M.I.)",sheets 1 through 12 of 12,dated 02/24/10 and last revised on SEP 03,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0113.02/#10-0406.04) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an Aluminum outswing French doors w/wo sidelite and door w/Transom& sidelites,prepared by American Test Lab of South Florida,Inc.,Test Report No.ATLSF-0403.02-08, dated 01/18/10,signed and sealed by William R. Mehner,P. E.,Henry Hattem,P. E. and Edmundo J. Largaespada,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition),prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, 04 and-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-091.6.10 issued to Kuraray America, Inc. (former E.I. Dupont)for their"Butacite®PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS 0000 1. Statement letter of conformance to FBC 2014(5"E4ition) and letj�r of ao fina.neM •••••• interest,prepared by Al Farooq Corporation,dated 02/11/15,signed hnd!sealed�b�lzvad • Ahmad,P.E. • 0600.. 0 2. Lab compliance and addendum letters,as part of the above referen"test reppVs.. ;•••• 3. Asset purchase agreement dated July 28, 2009, signed by Mr.09avid Labl(for6 and lube.6. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04]:••; ;•6 •6 99:006 4. Florida Department Of State, Div of Corporation, active listing df Laabradof &'Foundd>:t�• • Corporation, dated 05/07/19985. 6 5. Florida Department of State, active fictitious name listing of.V&.V WiddA5, dated 08/13/15. too 0 •••••• G. OTHER 1. This NOA revises & renews#12-0113.02,expired on 09/01/15. 2. Test proposals#07-3564 &test proposal dated 10/20/08 app oved by BC O. Ishaq I.Chanda,P.E. Product Control Examiner NOA No 15-0310.05 Expiration Date:September 01,2020 Approval Date: September 10,2015 E-1 Z J 1 r 01 o $ a ►aooucraevRsen ��& �8 wMM IMI rhrlh aka L Cee11e1 ----- THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. 9B SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR 0 SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. z SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. i SINGLE (0) SIDELITE SEE SHEET 4. L e ig SINGLE AND DOUBLE LEAF DOORS WITH SIOELITES SEE SHEET S. O !>~ a LOWER VALUES FROM DOOR CAPACITY CAHRT, SIOELITE CAPACITY CHART OR ,S 03 >;i SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. 51 3 1 n " 1/8'HEAT STREN'D CLASS 3/16'HEAT STREN'D CLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION -9.3 $ _ RESISTANCE IS REQUIRED. O .OLIO'Interlayer .090•Interlayer BuWte PVB Butaclle PVB By'Kuraray Americo,Inc.' By 'Kuroroy America.Inc.' RENS PRODUCT H15 BEEN DESIGNED AND TESTED C COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1/8'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS HURRICANE ZONE (HVHZ). 10Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY R SILICONE SILICONE TO TRANSFER LOADS TO THE STRUCTURE. R 8 DOW 995 DOW 695 PECORA 895 PECORA 895 = ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, ANCHORS i o — AT 1/4 POINTS ON LRES EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o t8 WgER THAN 38'ONLY ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE S� \ \ 20 \ w 20 \ NOT PART OF THIS APPROVAL. w u / 20 \ o' / • •• • \rr• • • •• \ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •C n + ._:., • ••Y • • • • r ) ALL SHIMS TO BE HIGH IMPACT, NON–METALUC AND NON–COMPRESSIBLE. 25 I • 25 • • •• • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT g u o u r 11 / 1 • • • • • �• / COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE / REQUIREMENTS OF THE FLORIDA BUILDING CODE. o 21 Engn JAVAD 1 —-- qNL r —'� • i-� ••• ••• •• • FLA APE tall 5' • • • • • • • • CN.,,i'b yyj1S GLASS TYPE W • .• • :•.Sy�� DETAIL S a t 5/16'OVERALL LAN. GLASS LAM.CRSS• • • • vaf1RLITR/TRANSOM _ drowinq no. GLAZING OPTIONS (/ S 5 WHO—O8 ••• • • • • ••• • • sheet of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 5/8'MAX. 76"MAX. FRAME WIDTHFRAME WIDTH ,Y o 12' 12' .L n ; MA 5"MAX. H X 5"MAX. - HE/Xi0 C HEAD/SLLL A SILL HEAD/SILL CORNERS CORNERS AAy 1 I HEAD h SILL ANCHORS AT STILL ENDS Y (4)AT 3.O.C. h It yRLTH M IIL/ I / I ` J __n I n ./____y__=__ i LOCK OPTIONS\ Z -___ 4 H I �y5 H I (OPfpN /1 O 3 o H I6 x u I SEE �ET 10 ♦ `1 11y} N rn - ,�r�✓____ Ili q _-__�y= �� 1 \\ „ LOCK OPTIONS J g 1 OR, \ 2 $ii (OPTION SHOWN) \I I SEE SHEET 10 I iG s FLUSH n \ 1 II r I BOLT ACTIVE I ACTIVE INACTIVE m z SURFACE APPLIED B - / /RODUCf REVISED -0I>SURFACE APPLIED Y FALSE MUNTINS OR B FALSE MUNTINS OR WMIfttIC-0 14 FM�li DECORATIVE GRILL 26 3/4"MAX. •D DECORATIVE GRILL 28 3/4'MAX. 28 3/4'MAX. A�tWUI9a N. MAY BE USED MAY BE USED EaFIrMu 09k 3g ,.J D.L. OPG. O.L OPG. O.L OPC. `` ro C 36 3/4'MAX. 36 3/4" MAX. y w MuaJ OYlfe CwMN91 LEAF WIDTH LEAF WIDTH 36 5/8' 73' MAX. DOOR OPNG.W. DOOR OPNG.WIDTH (X) (XX) DOOR9 LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF NOTE: SINGLE DOORS WITHOUT TRANSOM(X) DOUBLE DoORB WITHOUT TRANSOM (XX) GLASS CAPACITIES ON THIS SHEET ARE GLASS TYPE CLASS TYPE GLASS TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR DIMS. A' •• 48•• • • • ODOR SlMr. A' .B. AND FLORIDA BUILDING COMMISSION n"E LEAF FRAME LEAF EXT.(+) INT.(-) 9EXu.) II;.(-) • • •F E FRAME LEAF E..(+) INT.(-) EXT.(+) 4NT.(-) DECLARATORY STATEMENT DCA05-DEC-219 � �•+;�� WIDTH WIDTH HEIGHT HEIGM • . WI VA V HEIGHT HEIGHT $g 37-5/B' 34-3/4" 70.0 80.0 700 p.00 • • •7? 34-3/P 70A 80.0 70.0 80.0 u o u 98' 93-3/8' • 96' 93-3/8' 39-5/8" J6-3/4' 66.3 75.8 B.J 5.8 78 361374- 86.3 75.6 86.3 75.8 o Q Engn JAVAD A14WD 1 j • ••• ••• ••• •• • CML • GYASS DILO. DIMS-, • • • • • M.PE[70592 0 •p�.O. LIGHTIXpIRME VkHT 7 CAN, 538 3It•. . . r L.O. V�gjH =X QQOFf) IP FRAME WIDTH*-/2.675' ! •OL.O. WIDTH (XX DOORS) 4(FRAME WIDTH -12.507/2 drawing no. 03 2011 W10-08 ••• • • • • ••• • • *hest 2 oT12 • • • • • • • • • • • •• •• • • • •• •• ••• 0 411 0 000 0 0 39 5/8'MAX. 76'MAX. FRAME WIDTH FRAME WIDTH 0 35' 71 5/16'MAX. 3 O.L. OPG. 12, _....--- D.L.OPG. i 12' 5'MAX. IH4A% ALUM REINF. 12 5'MAX. PEADALUM REINF. 12HEAD/SILL F SILL HEAD/ALL CORNERS CORNERS (3)ANCHORS (2)ANCHORS AT TRANSOM ENDS AT TRANSOM ENDS ry 3 �AT 4-1/2.O.C. SINGLE DOORS \ ^ O H � DOUBLE DOORS V FLUSH d � LT GIBS D.L.O. DIMS. (TRANSOMI O.L.O. HEIGHT TRANSOM HEIGHT - 4.625- m D.L.O. WIDTH a FRAME WIDTH - 4.6875- J LOCI(OPTIONq v S s / li r 11 1 OR /2 71 II ii SEE SHEET 10 �' w V II Iy �y LOCK OPTIONS OR/2 (OPTION/2 SHOWN) 0 \N SEE SHEET 10 v 5 FLUSH "- > 4.^„'• BOLT PRODUC E REVISED re°wpI'm1y11q w0Y(k AC 1ryE ACTIVE INACTIVE ArcrMNu:e Hu 0.0 �}ggg Eapbwbn owIds r y� SURFACE APPLIED B � SURFACE APPLIED B - Y 616/IY C.M. p G §^ FALSE MUNDNS OR FALSE MUNTINS OR O d 9 DECORATIVE GRILL 26 3/4'MAX. a DECORATIVE CRI L 26 3/4"MAX. 26 3/4"MAX. 8 888 MAY BE USED MAY BE USED D.L. OPG. D.L. OPG. D.L. DPG. 2 po II1 qHq 36 3/4-MAX. 36 3/4'MAX. SILL ANCHORS C F c C LEAF WIDTH- LEAF WIDTH AT STILE ENDS NOTE: (4)AT 3"D.C. GLASS CAPACITIES ON THIS SHEET ARE 36 5/6- _ 73'MAX. __ BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR OPNG.W. •• ••• • • • • • •• DDDR OPNG.WIDTH AND FLORIDA BUILDING COMMISSION • • • • • • • • • (OLX) (O/XX) DECLARATORY STATEMENT DCA05-DEC-219 •• •i ••i i i i•i •• �N68 • • • • • • • • • Q�u e u DOORS LOAD CAPACI'T'Y - PSF DOORS LOAD CAPACITY - PSR e q SINGLE DOORS WITH TRANSOM (0/X) DOUBLE DOORS WITH TRANSOM (O/XX) E°qn JAAD AHIM 4 j CIASB TYPE• •G4A?TYP`• ••• •• • GIASS TYPE GLASS TYPE M PEAL 70592 DOOR DMS. 'A' • • D' • • • DOOR OMS. 'A' '8' cw.0 1 70 FRAME LEAF F'RAAtE LEAF EXT.(+) INT.t- EXT + • • FRALIE LEAF WI07H WIDTH HEIGHT HEIGHT �) r75689 ' ) • • 7 • H HEK.1(T HFJCHT EXT.(a) INT.(-) EXT.(+) INT.(-) i 37-5/6' 34-3/4' 120' 93-J/8' 70.0 BOQe 7� 0.0 • 7t' 31rJ/4' 120' 97-7/6 70A 60.0 70.0 80.0 p drowing no. 39-5/6' 78-J/t' 66.3 75.8 66.3 76- 36-3/4' 66.3 73.8 66.3 75.6 017 201. W�O�OG •• • • • • •e e e • wheel of) 00* • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36'MAX. 6J SIOELITE FRAME WIDTH o 3 31 3/8' MAX. Z D.L.OPO. k 7d 12" `y s'MAX. J MAX. �� • HEM/SILL "s1L�i a CORNERS R r _ _ V9 A. gn 11 o+�2 I I II II II— W3 I1 `� 1 I II 11 _ I1 11 SURFACE APPLIEDmO I .v �J .4� FALSE MUNRNS OR ` JON 2 VE ILL OECD BE USED Q o PRODUCT REVI89D M C."plyM9 Mur The FLrW YrdMII FIM LITE(0)LOAD CAPACITY- PSP ArrrMew CaM y E%*md"D+1e-QAA O [ FIXED UTE DIMS. A' 1 B D_— FRAME FRAU EXT.(+) INT.(-) CMI g s x WIDTH HEIGHT 9P 24• 70.0 80.0 8 26' go. 70.0 80.0 32' 70.0 • • • • • • • • • 36' 70.0 00.0 9 •• • • • • • NOTE: R 24• 700 75% •• • • • • ••• • GLASS CAPACITIES ON THIS SHEET ARE f zs' 96, 70.0 i/i •• •• ••• 0 r•• AND FLORIDA BUILDING ON ASTM O-09 COMM SSION 3 SEC. 67.4 87.4 GUSTS) o 32' ss' 641 641 DECLARATORY STATEMENT DCA05-DEC-219 o Y Ilgr: KVAD AHMAD • ••• ••• ••f •• • CML . . . • . . . nA PE/70592 S . . f• • • CAN. 538 k • • • • • Cl lk ,l•Q, dIMS. (SIDELITE) -- • • D.L.O. HEIGHT SIDELITE HEIGHT - 4.625• drowfng no. O.L.O. WIDTH - SIDEUTE WIDTH - 4.625' S U3 2015 W10-08 .UTE FRAME WIDTH ••• • • • • ••• • • slxel4 0(12 • • • • • • • • • • • •• •• • • • •• •• SIDRLITR MULLION CAPACITY - PSF 144" li V SIDELHES WIM SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM _-__.___.____..______._.___-..._...- OVERALL FRAME WIDTH 116 NOMINAL SIDBLITE SIDELITE �Y SIDELHE LEAF FRAME Wp 0 REINP. 6/ALUM RRINf. CLUSTER OF 12" 31 3/8' "L 3 y WIDTH WIDTH HEIGHT / 12" (4)ANCHORS MAX O.L. OPG. 7jJ INCHES INCHES INCHES EXT.(+) INT.(-) EXT.(+) MIT.(-) 3' �AT HEAD/SILL HEAD 1 24 70.0 80.0 70.0 50.0SILL 28 70.0 80.0 70.0 60.0 nP. A rp 32 36-3/4 80 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 60.0 _ 40 63.0 72.0 1 63.0 72.0 r 24 70.o 80.0 70.0 80.0 1 \ n 25 70.0 60.0 70.0 80.0 " / I \ {�I H I I 11 1 FLUSH Q' 32 38-3/4 a! 70.0 80.0 70.0 60.0 LT 0 <C 36 70.0 a0.0 70.0 80.0 ---JL___ _JL \ 0�p¢ 40 6J.0 72.0 a3.o 72A 24 70.0 60.0 70.0 80.0 II L II a _ \ LL " 2a 70.0 e0A 70.0 60.0 11 II LOCK OP y 36-3/4 90 1 12 32 70.0 80.0 70.0 60.0 ---==D===== �/ =tl===== (OPTION f02M5 ) Q 36 70.0 50.0 70.0 80.0 SEE SHEET f0 g 0 p n u 24 70.0 75.6 70.0 80.0 x „�� a 011. - " W /U' 26 �_J/4 96 70.0 71_2 70.0.___.60.0 m d '1�) o ✓' '�' �. 32 67.4 67.4 70.0 80A ....__/tl<..... -_ � �..-.- . 36 64.1 64.1 70.0 80.04A.LUM1 25 11 II 12 ALUMINUM iFLUSHSTIFFENER ;; \ INACTIVET III SURFACE APPLIED FALSE MUNTINS OR nDECORATIVE GRILL 31 3/8' X. 26 J/4"MAX. 28 J/4"MAX. v^INOMINAL SIDELOE WIDTH LEAF WIDTH MAY BE USED OLOPGD.L. OPG.DOOR OPNG.WIDTH SIDELITE WIDTH 36 3/4"LUX. USEASPER CHART 36-5/9`MAX. SINGLE(X) DOOR SEE CHART AT LEFT LEAF WIDTH 1 1/2" 73"MAX.DOUBLE(XX)DOOR k G B3 1 1/2" ►R(NIUtf RP.VISED 73' MAX, IN--ptyln6 wiM the FI.W& DOOR OPNG.WIDTH IrNNnF C',rlr o AaeWNnner Nr � 0! c � (OXXO)TESTED 9%*&"hate NOTE: FOR DOORS CAPACITIES SEE SHEET 2. ox, XO,oxx OR xxo coNFIcuRATaNs ALso QUALIFY f1�rlf 6MAr cowed FOR SIDELITE CAPACITIES SEE SHEET 4 •• ••• • • • • • •• FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE • • • • e • • • e' I M MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SQ. FT. PER FBC 2014 ° S S LOWER VALUES FRODOOR, SIDELITE OR IRULLION CM4RT •• • • • • • A WILL APPLY TO ENTIRE SYSTEM. • •• • • • • ••e • • • • • • • • • • � °oma •• ••• •• • • • •• 0 4 Ener.JAVAD AHMAD • ••• ••• •!• •• • TLA PE 111 70592 g C • • • • • • • • C.A.N.35 - • •• • • • • • • • • NOTE: ••• • • • • • GLASS CAPACITIES ON THIS SHEET ARE 03 2015 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W10-081 10_08 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 6hee1 g o1�2 • • • • • • • • • • ••• 0 0 0 ••• 0 0 TYPICAL ANCHORS EDGE DIST_ _ 1BY -SEE ELEVATIONS WOW BUCK \\� m METAL STRUCTURE 9/16' MIN. _ EDGE DISE. FOR SPACING �: (SEE SPEC BELOW)PEN 3 THROEWW TRATION 00 . 3".KSI GdNG' EDGE ST. EDGE DIST._ 0 3 Ks'•CONfr if TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Sr W SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 8 < FOR SPACING FOR SPACING FOR SPACING it y1 s y--� 15 5 WOOD BUCKS AND METAL STRUCTURE NOT BY V do V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIAL ULTRACON BY LGO' (Fu-177 KSI,Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Lo 'S 'S O THRU 1BY BUCKS INTO CONC. OR MASONRY 3 3 o a 1-1/4` MIN. EMBED INTO CONCRETE (HEAD/SILL) W it>♦ 777{{i = c W 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) a^, W DIRECTLY INTO CONC. OR MASONRY >r 1-1/2` MIN. EMBED INTO CONCRETE (HEAD/SILL) a „- 1-1/4` MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O 114 SMS OR SEF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") ►E000CrREVI5E0 r mmpwry wNA IM FI•A4fi INTO METAL STRUCTURES b a tCodr STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) AK WOwN• 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) [.aMw1MlT�k 12 5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AISnrS�hAlr C- TYPICAL EDGE DISTANCE 1/Z• MIN. I INTO CONCRETE AND MASONRY - 2-1/2" MIN. FEND TIOLLNT 15 INTO WOOD STRUCTURE - 1" MIN. •• ••• • • • • • •• 'w I I • • • • • • • • INTO METAL STRUCTURE - 3/4" MIN. r6 9 r_y_l_ 24 • •• • • • • • I I •• • • • • ••• • WOOD AT HEAD OR JAMBS SG - 0.55 MIN. I 20 2 • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. - -- ---- - ••• •• • • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN, DOOR DETAILS _ t SEALANTS: Engr JAVAO MMAD 1 • •••� ••• ••• •• • CML ' C • • • • • • • FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL RA PE 70592 b' • • •• • • METAL PARTS CONNECTIONS SEATED WITH PTI SILICONE. CAN. 3 CONE• • • • • • • • WEEPS4 i owe WEEPS:, Y•. • • • • • • • • drawing TYPICAL ANCHORS 3/16' X 3/4` WEEP SLOTS AT 3" FROM EACH END no. �r, •EOCE qST.v I FSEE OR ELEVATIONS2015 W10-08 ••• OPERABLE-UWIT••• • • sheet g or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 4'MAX. 1/4' MAX. 1BY WOOD BUCK r /SHIM © SHIM (SEE NOTE SHEET 1) `� (� o_ TYPICAL ANCHORS _ TYPICAL ANCHORS Z RI ; SEE ELEV. SEE ELEV. m FOR SPACING FOR SPACING o y o r.l'LJ-.-. r 16 EXTERIOR , m t7 17 6 O.L.O. 7 q iI METAL-. STRUCTURE 38 3/4'MAX LEAF WIDTH LOO OKK OPTIONS f 1 OR 2 36 S/6'MAX. (OPTION 02 SHOWN) SEE SHEET IO FOR DESCRIPTION DOOR OPNG.WIDTH J 39 5/9-MAX. g / 1/4'MAX. � 7i FRAME WIDTH 1//'MAX. SHIM SHIM O "' �`J TYPICAL ANCHORS CONVENTIONALBOCK LEVERS AT M151DC FACE OF STILE SEE EIEV., WRH DEEADD BOLT 2BY WOOD UCK FOR SPACING OR ACTIVE LEAF ______ .____ INACTIVE LEAF S CTU 3 o 20 ;< >�s - bo Ej 8 _� W 1 T I ------------ 1° EXTERIOR D.1.0. TYPICAL ANCHORS ' SCE 17 17A ° 7 ° FOR SSPACPACING LEAF WIDTH c !d K x I.OdS OPTION /2UU B KFK 72'MAX. �9?�S DOOR OPNG. WIDTH rr TT 76•MAX. •• ••• • • • • • •• FRAME WIDTH CONCEALED RUSH DOLTS FRODUC f REVISED • • • Z.01.0p•AS>EMDW LEVERS AT INSIDE FACE OF STILE �^"� S'*M OIe OOH e • • •• • • • • • r..KK CA& >�8 • •• • Aeeglwt N. • • • .ACTWE 9LEAF' • • INACTIVE LEAF S��InTIw 0.N e W Itba■IIIA/v C is • , Engr.AWAD AHMAD N CIVIL e ... - 1 • - M.PC/70!92 g , C.A.M.353° ••• • • • drawing no. EXTERIOR W10-08 LOCK opnoN °t LDOOR MAMSSE 32015 sheet 7 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e TYPICAL ANCHORS SEE ELEVATIONS 1� EDGE DIST. FOR SPACING p Z ; •..i•S XSI�CONC. uu - �0s ° lip o 9 16'MIN. _ BOLT cJ. j v PENETRATION 8 I - xx Li S= w O19 (1 12 1/4'MAX. - Zg� ,S 4i SMM � tilt tc<'�� TYPICAL ANGIORS..; o b> $ to roaESPAEcw�c I 1 I Vt,g 1 t 21 O It'll IS � 1 o= PRODUC r Revisan W IWI wNY IYr rNIY° 0 EXTERIOR -pbo" o D.L. OPG. Q g H a a M.,rna, Ai.rlc«nt Q •• ••• • • • • • •• TRANSOM FRAME WIDTH + '^ EnV-JAVAO AHMAD • ••• ••• ••• •• • M PERII 70502 • • • • • • • • CJA.H.35M • • • •• • • d a 1{ • •• • • • • • • • • ••• • • • • • Browing no. DOOR WITH TRANSOM DETAILS f. S 2015 W10—O8 sheet $or� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACING p 1/4'MAX, 1/1 MAX. 1BY WOOD BUCK ; SHIMSHIM (SEE NOTE SHEET 1) Z �.�YKSI GONC., Q TYPICAL ANCHORS TYPICAL ANCHORS 0' SEE ELEV. --- SEE ELEV. ¢ (s �J�/ FOR SPACING FOR SPACING ��ljj �`4IIt i LL PC EXTERIOR LL Q� D.L.oPc. ., METAL - . . .., .� STRUCTURE SIDELRE FRAME WIDTH nfooucraanasu SINGLE SIDELITE oA co1ey121oI wH11 Ik FIe014 Mewbg Coi. yr-o C ANo t.41mm - Ihle ,k tSL i. 1/4 MAX. UREOD.FENERr110 X 3/4'FH TICKS �AS SEE SHEET 5 FOR CAPACITY ; ai SH .1 M HH AT 10'FROM ENDS-\ -< O AND 24'O.C.MAX. p h TYPIGL ANCHORS. 4} R 7 °p PG SEE EIEV.Iv "' m i d w FOR SPACING11 1 � "C`�p W 10 Ins 21 to — Ns J t_ 1 EXTERIOR D.L.O. o D.L. DPG. 4 LEAF WIDTH C TT 15� NOMINAL SIDELITE WIDTH 1 1/2' DOOR OPNG.WIDTH R •• ••• • • • • • •• 35-5/B'MAX.SINGLE SX)DOOR . • • • • • • • • • 73'MAX.DOUBLE(XX) DOOR •' _ • • •• • • • • • 10 • •• • • • • ••• • FRAME WIDTH 21 OAHLD 1 1 {2 K0 .y •.• •. . Engr:AW • .• CIVIL I 33 • • •• •• •• • • SCAN.357 2 s e SIDELITE DETAILS drawing no. EDGE DIST. HORS SEE ELEVATIONS WHO—OS FOR 5pgpyc • STMIONARY jW SIDELITE WITH DOOR DETAILS SEP 2015 sheet g of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 .078 4.888 - �' .094 2 2� O Z J 1.500 1 I -6726 1 0 0 o Q 7j 2.125 1.750 r 1 p �. 1 IYP. Ili o 3-1/2 4-3/4. Q 2.016 4.000 �S V 1 FRAME HEAD/JAMB a HINGE STILE 2. p 1.750-1 5,313 o /12-24 X 1/2-FFI MS < .078 CRS TYPE 23 TYP. C10-24% 1/2�FH MS ' j_ CRS TYPE 23 111`JJ7ttt� .628 t7 t7 V f 1.984 5 1.750 3 PIECE HINGE BALL BEARING HINGE v 4.000 3.500 4.688 076 • 4.000 -1 a INACTIVE ASTRAGAL STILE .626 4.000 6 TOP do BOTTOM RAIL .628 1 Soo 1.750 078 IYP. o m S .080 .094 -U.210 zz j 3 -3F68 3 I r 5.313 1.608 TYP. 0 7 LOCK/ASTRAGAL STILE 9 SWEEP ADAPTER 2 200 3.532 3.762 PRODuc 1.134 ft r f R[VTSED I I I C�wR►1h FIor14 o tl 4` UtlK yl LI 2.251 A me 6wk1 •OS, CGEK d 062 I C ' L 4.176 12 STIFFENER Mlad PA*'twed c• g g g l.oto 1. mew 164 .078 --{ 560 •• • • • ••� I 3 SILL COVER •• • • i • ••719 0� s S S •� • . • • . • gpo W. 2.163 •• F�►yy !• • O•• ,640 0 4 SIDELITE STILE ' .501 GLAZING BEAD - 7/16" GLASS Ear:,MVAU wtrwto 1 cm s e .563 .086 '. 900�•1:� ••: ••` ••• `•0-�-1I 495 SCAN.�SJE69I • • • • 7p� t i .TYR .062 •• -1 • • • so:-"i • 050 TYP. 4.000 t•• 313 :• • drawing no. It ++111 .609 W10_08 3101. z FRAME SILL to SIDELITE (40 ADAPTER GLAZING BEAD - 5/16" GLASS sheet t t of 1 • • • • • • • • • • • •• •• • • • •• •• ••• 0 9 • ••• • • 3 O Z 3 ° 44's 13 FRAME TOP CORNER a siDE ITE SUP ON JAMB CORNER u J LEAF TOP CORNER st _ qtr >4u; hlx 0 PRODUCE REVISED r TRANSOM CORbj R YWi �wNM Qt FfsrMt q 9pp Atn►Mett Ne,�Q�O r A��r 6�►Inebe ONe ` K 22 Y � '► �elCMl(d 444 •• ••• • ! • • • •• • •• • • • • •i• • �Ou nur go J o M t 4 / Ener:,MCMLIHIMD r • ••• ••i •!• •• • M.PE//70597 g • • ! • • • • • CA 1556 3 • • • • •• • ••• • • • • •o. dowing no. IEAF BOTTOM CORNER S O1`.t W10-08 • • ••• • • FRAME BOTTOM CORNER sheet 12eI 12 ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I i MIAMI•DADE MIAMI-DADE COUNTY . PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.aov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the.accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series"CA-740F Fixed Casement"Aluminum Fixed Window-1.1%1. APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details - LM", sheets 1 through 11 of 11,dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacture's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unleu'dthhrwise ••• • noted herein. • • .. '. RENEWAL of this NOA shall be considered after a renewal application has been fil• gd,bpd theft Alla been •••••• no change in the applicable building code negatively affecting the performance of thi§product. 0 ; TERMINATION of this NOA will occur after the expiration date or if there has b w a rgvisiod by.change •• in the materials, use, and/or manufacture of the product or process. Misuse of this Nem lis an erdorsement ••;..' of any product, for sales, advertising or any other purposes shall automatically termW811is NdA. Fg#ure to comply with any section of this NOA shall be cause for termination and removal of?40A. • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade;Cotinly, Fla;ida,-gnd ••"" followed by the expiration date may be displayed in advertising literature. If any ortien of the NOA is :....: displayed,then it shall be done in its entirety. •• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 12-1218.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.15 MIAMI•DADE COUNTY Expiration Date: April 11,2018 Approval Date: July 16 2015 t5 Pt Page 1 l i PGT Industries i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 12-1218.11) 2. Drawing No. MD-CA740F-LM,titled"Fixed Casement Window Details—LM", sheets 1 through 11 of 11,dated 08/08/12,with revision A dated 05/15/15, signed and d sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740F aluminum fined casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51'' Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE "�• 1. Miami-Dade Department of Regulatory and Economic Resources'�1tE�.). ...... .. .. .. . E. MATERIAL CERTIFICATIONS •• •• • •• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Americar Inc.for theil' •• • "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expit7iiig on 1271 Nj• . ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, j.for their. • "Kuraray SentryGlas®(Clear and White) Glass Interlayers" latCdp6/25115; ••• expiring on 07/04/18. ' Manuel P ez P.E. Product Control x iner NOA No.1 -0519.15 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 16,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.11,issued to PGT Industries for their Series"CA- 740F Fixed Casement"Aluminum Fixed Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. .... ...... ...... ...... •••• •• • •••• . • • • :000*: 00 Manuel Per , Product Control E er NOA No. 15-0519.15 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 . ... ••• :. .• • y18'WIINATED , ••• 7118'LAMINATED Ifa DESIGN PRESSURE RATING IMPACT RATING • •GUWACO• I• •• • GLASS STACK GENERAL NOTES:SERIES 740 VARIES, RATED FOR LARGE&SMALL •.• • • • .D 001JITAGTEU ABs-S&BY KL1RARAY IMPACT-RESISTANT FIXED CASEMENT WINDOW SEE SHEET5610 MISSILE IMPACT RESISTANCE • • • •LCAINE�D eY I•NAItA• • y1S"NNE"1EDED AMERICA INC, NEATSTRENGTMENED • • • • *LASS A .INC.• GLASSy+e'ANNEAIED OR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY • • 000 +ro.Ai,,•ALm HEATSTRENGTHENED WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, L� 60'WIDTH EXTERIOR 38 GLASS GLASS INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). fII 53'VISIBLE LIGHT WIDTH(DLO) a _r 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 4"MAX S.SEE SHEET 2 •• • • � 7 i • —� � 1 V1 SITE ASS DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS '1 • BITE ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST 4'MAX. • 1 •• • • •• • 1 TEMPERED. • • I 19"O.C.MAX. ••• , / • •• •• 3)FOR MASONRY APPLICATIONS N MIAMI-DARE COUNTY,USE IF JAMB IS 32 32 ED ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. I OVER 60'. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN I GLASS TYPE'I GLASS TYPES 2 8 3 PINE.ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE [� ------.—I— --'—'—'—'—'—'--'—'— 7AY NON. Ire'NOM. WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. 1 GLASS STAOI( y18•LAMINATED GLASS STACK �� ..II�� 7118"LAMINATED A A,SEE GLASS STACK I—�7 1� GLASS STACK 4)ALL WOOD BUCKS LESS THAN 1.17 THICK ARE TO BE 89' I / SHEET 2 79" 1 CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE VISIBLE I / HEIGHT I 1/E'ANNEALED OR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT I GLASS y18'ANNEALED EN WOOD BUCKS DEPICTED AS 2X ARE 1-17 THICK OR GREATER. HEIGHT HEATSTRENGTHENED GLASS 7118'AIRSPA �.�A�E• �"�� OBD'SOY NURARAY 1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO (DLO) +ro•nNNEALEO DR Pve BYwxlAnAr 3na AN1EALEo AMERICA.INC. PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK TEMPERED GLASS AMERICA,INC. GLASS D OR DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 23"O.C.MAX. +p A�LED HEATSTRENGETHENdD GLASS ENGINEER OR ARCHITECT OF RECORD. IF JAMB IS EXTERIOR 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND 80'JA B IS 11116'GLASS 11/1('GLASS WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENTL 37 SITE 37 BRE EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 1 1 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 23"O.C.MAX.IF LyB IT O.C.MAX.E SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF HEAD OR SILL —�—+•� �— HEAD OR SILL 91 Bp 31 32 60 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 60"OR LESS IS OVER 6D'. SCOPE OF THESE INSTRUCTIONS. GLASS TYPES 4&5 GLASS TYPES 6&7 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TMP,ELEVATION OF FIXED CASEMENT WINDOW 7W NOM. ._�.��_�..I THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS GLASS STACK I I ' 7116'LAI.NATEo CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS BY GLASS STACK OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS TABLE 1: IMPOSED ON THEM BY THE WINDOW. 3118'ANNEALEDOR Glass Types Sheet 11 iWAIRSPACE HEAT4TRENGTHENED GLASS 7)DESIGN PRESSURES: 3hrTEMPERED .088'DUPONT SAY A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 1��"LNt9 1N An-AW PVB- 6 V AL—KURARAY ED ORC"'INC PRESSURE,FRAM ANALYSIS AND GLASS PER ASTM El 300. 39 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. 2 I `Lami 16 An-.090'SG-3118 An) 8 EXNGTIETED GLASS STRUCTURAL TEST PRESSURE•FRAME ANALYSIS AND GLASS 3 711W Lami(3116 HS-.090'3G-3116 HS 9PER ASTM E1300. 4 7/8'Lami.IG(1/8"An-7116"Air-118"An-.090'PVB-1B'An 10LASS 5 718'Lami.IG 118'T-711('Air-118`An-.090'PVS-1/S'An 7 E 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 6 71W Lami.IG(3118'An-114'Alt-3/18'An-.090'SG-3118'An 8TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE 7 718'Laml.IG 16"An-114'Air-3118"HS080'SG-3118'HS 9HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT.THE 1.6 8 71E L2n*l IG(3118'T-1/4'AIt-3/16"An-.090`SO-3116"M 8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 9 7/8"Lami.IG(3/18'T-114"AIT-3118'HS-.090'3G-3118"HS 8 32 PRODUCT R6VlSF.D ANCHORS INTO WOOD.ANCHORS THAT COM INTO CONTACT "PVB•..BUTACR INTERLAYER BY KURARAY AMERICA,INC. Builld ng C vk h the Fhlrida WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE GLASS TYPES 8&9 1 REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR 50'=SENTRYO NTERLAYER BY KURARAY AMERI INC. Acccplaltre No�rJ-05 9.15 CORROSION RESISTANCE. �� NY LYNN �/�� Revised By: Date: Revision 8: iralkn Rafe QD(a �o..........Mi( % By 9)REFERENCES:TEST REPORTS FTL-7083,3579,3560,3724; GENERAL NOTES.._..„...._........„....1 P��.•' �iCENS j �(QA � Revhed Uy, M. Rension A M Iku pr~ d ELCO ULTRACON NON.ELCO CRETEFLEX NOA;ANSUAF&PA NDS ELEVATION.........................„............1 ;'T;' �C LM 5/15/15 STH EDITION(2014) FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS...................„......1 No.58705 _ FBC UPDATE MANUAL INSTALLATION.................................2 ASSEMBLY TUBE DETAILS.............3 : _ Description: oro.n Rr ANCHOR SPECIFICATIONS............4 v /'` GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR QUANTITIES.............._....45 )D IS.;[(/j DESIGN PRESSURES.„.„.........„._..8-10 ��'• S E F (!/ 1070 TECHNOLOGY DRIVE Ti W: Dale: ASSEMBLY DETAILS/BOM..............11 %�CS•'•F/ORIDP-.• ��;' N.VENICE. FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 vw7/�/Ur+(�).. � 529 NOKOMIS. FL34274Senes/Model: Scot: 4Ase1: Drowirq No. Rev: 7i114NN d1�ER•P'E' CERT. OF AUTH. /29296 CA-740 NTS 1 OF 11 MD-CA740F-LM A REA 58)05 . ... 0 see TALLAT INSTALLATION EDGE y� EDGE DISTANCE INSTALLATION •': 0.0 ••: ••• • • g•o INSOPTION ON OPTION 1 DISTANCE I OPTION Y CONCRETEICMU • 0 0 • • • 0 •• INSTALLATION INSTALLATION ANCHORS INSTALLATION PER ANCHOR • • • • ANCHORS DIRECTLY ANCHORS DIRECTLY REQUIREMENT • • • • EMBEDMENT INTO MASONRY. BUCICTFr INTO METAL. INTO 2X WOOD. TYP.TYPE,ANCHOR •114'MAX SHIM EMBEDMENT AND •••• •• • • •• 00 AS REQUIRED 912 EDGE DISTANCE • 4 •g • • • • • • •• POR TABLE 3, 2 SELF-DRILLING PER SUBSTRATE, 3 • , •• • ••SHEET 4 SMS,SEE TABLE 3, - • • • • AS REQUIRED SEE TABLE 3,1 SHEET 4. • • • • ••• SHEET 4. PER TABLE 3, 2 SHEET 4 - DADE APPROVED 3 EDGE MULLION,ALUMINUM, DISTANCE STEEL FRAMING OR 38 39 STEEL STUD. t 35 37 35.37 EMBEDMENT 1 �— VISIBLE LIGHT WIDTH(DLO) +� 1 EXTERIOR 70 � WINDOW WIDTM — �J OPTIONAL RANGE6HEAD, HORIZONTAL SECTION A-A SILL i JAMBS SEE DETAIL A7.BELOW NOTES: NOTES: 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS COMBINATION UNITS, WIDTH:WINDOW WIDTH-7 HEIGHT 1)USE ONLY SUBSTRATE-APPROPRIATE ADDITIONAL INSTALLATION HEIGHT:WINDOW HEIGHT-7 HEIGHT LIGHTVISIBLANCHORS LISTED ON TABLE 3.SHEET 4. / / / ANCHORS MAY NEED TO BE LIGHT FOLLOW EMBEDMENT AND EDGE HEIGHT DISTANCE LIMITS.ANY INSTALLATION / 70'MAX. WINDOW F THROUGH THE WINDOW FRAMES AT 10•MAX. (DLO) BUCK OPTION SHOWN MAY BE USED ON ANY FROM EACH SIDE OF THE FRAME HEIGHT SIDE OF THE WINDOW. ASSEMBLY TUBE CENTERLINE. EXTERIOR I / SEE TABLE BELOW: 2)ALL WOOD BUCKS LESS THAN 140 I / THICK ARE TO BE CONSIDERED 1X 10„ _� I_ I / Skis Ad li�AmMm RagAvio� INSTALLATIONS.1X WOOD BUCKS ARE I� Fro Asswn* OPTIONAL.UNIT MAY BE INSTALLED L.—�.SEE DETAIL A2,BELOW i Width AM B,C i D DIRECTLY TO SUBSTRATE WOOD BUCKS a DEPICTED AS 2X ARE 1-1)7 THICK OR I tr-228• 0 0 GREATER.1X AND 2X BUCKS(WHEN USED) 2;f•-25.M p 1 SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 2M4 1 1 38 39 WOOD BUCK DESIGN AND INSTALLATION LLg,C i D IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.MAXIMUM 1r-22.8• O 0 3 SHIM THICKNESS TO BE 114'. 23•-25.8' 0 1 1 DETAIL 2S+ 1 1 DETAIL PRODUCT REVISED 4 Al A2 as complying with the Florida Apar rnnttT'�I�yo514.15 IXWOOD Revised By: Dolr. Rav,s;ar B: inlion Date il$ BUCKSTRIP, �� Y LYNN SEE NOTE 2, ;� �,O?.......,,')9/(� /ice By THIS SHEET. ` ��.•' 11GENSE-'•.F1 Miami fide Q.: Rev;sed By: Dote: Revision A TYP.ANCHOR TYPE, 1/4MAX SHIM �Y:• IJ0.56705 'TY LM 5/15/15 NO CHANCE THIS SHEET EMBEDMENT AND EDGE - - T : = pe,vn By, DISTANCE PER SUBSTRATE, T - -' _ 47 Descrlplion: SEE TABLE 3,SHEET 4. EMBEDMENT GENERAL NOTES&ELEVATION J BY CONCRETE �7J •. IoUS :•((J^ PERANCHOR U S ATC F w 1070 TECHNOLOGY DRIVE Tltk: DOre` REQUIREMENT• •..- •• ' �: •'•.!�(ORIDI`.••. ..�\ N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 INSTALLATION OPTION 3 %�SS�O/SAL EI�G NOKOMIS, FL 34274 Senes/ModN: Scok: Shael: Drowmq No. Rev: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B ''i, , 1K BUCKSTRIP INTO MASONRY. L�rhG Ih4kR P-£ CERT. OF AUT". #29296 CA-740 NTS 2 OF 11 MD-CA740F-LM q P.Er 55705 •• •• • • • • • • FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING/CASEMENT/FIXED.CAr MENT(iCXV) •` ••• PRODUCT REVISED • • • • • m—pl)dng with Iho Tlmids • • • •• • [iuilding Codo FIGURE 1: FIGURE 2: 740 SERIES/� ••` ` 6�inp'on Dau I�-o51$ r AWNING [- �WINDOW� By •• M•mi Pradu�l IC C \ /� ►D FRAME �� • `•• • • WINDOW / / / ASSEMBLY • • • • •• . HEIGI4T TUBE • • • ••` FRAME ASSEMBLY TUBE NOTES: )— Q / 10',SEE NOTE 7, ►D • • • • • • W •, • • • thll#IENSIENS SHOWN ARE THIS SHEET 740 SERIES •• \• TIP-TO•TIP DIMENSIONS FOR EACH J �h —CASEMENT—� �h INDIVIDUAL WINDOW.FOR SIZES NOT t WRJDOW / WINDOW/ SHOWN,ROUND UP TO THE NEXT (n O .�.I �-,- ' / AVAILABLE WIDTH OR HEIGHT = n WIDTH 740 740 / —E DIMENSION SHOWN ON THE TABLES. M SERIES FRA FOXED ASSEMBLYCASEMENT FRAME 2)ANY 740-SERIES PRODUCT OR FOXED � J V CASEMENT TUBE ASSEMBLY�y (CASEMENT,AWNINGo WINDOW WINDOW' E TUBE CASEMENT)MAY BE ATTACHED TO Q J Q 740 SERIES THE FRAME ASSEMBLY TUBE.FOR < = Ly / FIXED ALL WINDOWS,USE THE WINDOWS `o U o r CASEMENT / NOA FOR ANCHORAGE,SIZE AND .a LL) LL WINDOW �� DESIGN PRESSURE LIMITATIONS. rc Z o 3: . O 'SEE PRODUCTS NOA FOR m OQ `e M \ INSTALLATION SPECS CALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO N 740 SERIES to INDIVIDUALLY COMPLY WITH THE Z FIXED EXTERIOR �� REQUIREMENTS OF THEIR O } CASEMENT )'7 / / RESPECTIVE N00. 0 - WINDOW V 4)FRAM ASSEMBLY TUBE TO BE V � O m W 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN 2 W FOR SINGLE UNITS: AWNING WINDOW' METAL SCREWS.USE H MIN. ITHE SAM2 X E U) MIN.#12 X 1'SMS THROUGH SPACING AND QUANTITY AS THE Q Q 1)DETERMINE YOUR WINDOW SIZE OPPOSITE FRAME MEMBER W AND GLASS. INSTALLATION HOLES FRAME FRAM ASSEMBLY ''J-I .1 D Q 5)THE FRAM ASSEMBLY TUBE MAY .0 LU V 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE NOT EXCEED 82'IN LENGTH(AS USED $ O AND SUBSTRATE,DETERMINE TUBE IN AA Gr FLANGED WINDOW)OR BE '> J ; X b YOUR ANCHOR GROUP FROM MIN.#12 X MN4.#12X USED IN TEE OR CROSS g' LL ~EL TABLE 3,SHEET 4. 1'SMS TRO CONFIGURATIONS. THROUGH M�_E THROUGH 740 SERIES INSTALAATION3)FROM SHEETS 61D,FMID THE INSTALLATION CASEMENT HOLES6)THE FRAME ASSEMBLY TUBE IS B oSHEET FOR YOUR GLASS TYPE. HOLES WINDOW' NOT REQUIRED TO BE CLIPPED TOFIND THE PRODUCTS DESIGN THE SUBSTRATE.ALL EXTERIORPRESSURE FROM THE TABLE 740 SERIES740 SERIESFUCEDAME5 CASEMENT JOINTS TO BE SEALED BY INSTALLER ox x LABELED'7DESIGN PRESSURESEMBLY 740 SERIES z •o. S (PSI-)FOR SINGLE WINDOWS,ALL WINDCASEOW TUBE WINDOW EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS. Wzm y ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS 0 0 HORIZONTAL SECTION GC a a WINDOW MAY NEED TO BE INSTALLED o a Yo 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT TIP-TO-TIP.FOR SIZES NOT 1(r MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: �� DIMENSION SHOWN ON THE1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 6 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Bio r Amhm wench `�� 10 LYNN M, %� TABLES. SNs MO•Rams Asnw*7W. A -`\P��O'•),XGENSF•l�c�,r >7 USING THE TABLES LABELED 2)FROM SHEETS 610,FIND THE SHEET FOR YOUR GLASS TYPE. t2� Ander Type 'WfNDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'WINDOW ANCHORS REQUIRED'(TABLES 2A&2B,SHEETS 4 E 5).THIS MUST BE DONE FOR EACH WINDOW IN A e,C i D �i ••%� _ No.58705 (TABLES 2A d 2B.SHEETS 4 8 5), THE ASSEMBLY,ANO THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO 0 0 DETERMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 0 1 N tT'. 1 f'ANCHORS NEEDED IN THE HEAD, 1 1 SILL AND JAMBS OF YOUR q USING THE TABLE LABELED'WTNDOWANCHORS REQUIRED-(TABLES 2A 6 2B,SHEETS 4 b 5),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND ,� Nq �(�'•,•, z WINDOW. JAMBS OF YOUR WINDOW. A B,C6D ' p'•.P40RIOI;.•' N B INSTALL AS PER THE C,P 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEEC 0 1 �I/ONN-INSTRUCTIONS ON SHEET 2. SHEET 2),AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAM ASSEMBLY TUBE(SEE DETAILS ON THIS SHEETS 1 1 AL P.E951IMi,P.E. P.E.Y6a703 e ... . ... Is 0 TABLE 2A: • • "' • Window Anchors Required(37"and Less on Short Side Dimension) • • ,• , ' i • • •'. PRODUCT llevtsED • , , ascanplyin8 with Oro Florida Shod Sia • • • e , e • • , Bjdpinecede to-0019.jt;� AnchorType 1 16• 3I4 3- 34' , 006 e AcccPlona No 18 �1 A B C D A B C D A B C D A B C D A S C D A B C D A B C D A B D imi nD ante 23" Shod SM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 3 3 3 3 3 3 3 3 9 3 3 3 3 3 3 •• •• Br s4o I?toduel' 251y16• Ido 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 a 2 2 „ • e e 0 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 9 3 3 3 3 3 3 3 3 3 3 e e • • • L Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 •.• • �• Shad Sloe 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 9 •I)ISE IS=A81'€FOR NL VMNDOWS P�iPl'HE Q 37, L Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 9 3 4 3 3 3 4 3 3 A NS Cy7 SHBET'NDIA[I�NSS710WN W 71 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 AR TIP-TO-TIP. Y71 4r Lore Side 3 4 3 3 3 4 3 3 4 4 3 3 4 6 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 U Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE O Long Side 1 5 3 3 4 5 3 3 4 S 9 3 4 5 3 3 4 5 3 3 4 8 3 3 4 8 3 3 5 6 3 3 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION 44U4' Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 SHOWN ON THE TABLE. J i Q Lae Side 4 5 3 3 4 5 3 3 5 8 3 3 5 8 3 3 5 B 4 3 5 6 4 3 5 6 4 3 5 7 4 3 r 5&1B• Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 9 3)THE WINDOWS SHORT AND LONG BIDE MAY BE J J 5, Lae Side 4 6 4 4 5 6 4 4 5 8 4 4 5 6 4 4 5 7 4 4 6 7 4 4 8 7 4 4 8 7 4 4 INVERTED. Q a 3 Shat gide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4)SEE NEXT SHEET FOR ADDITIONAL .. LU W a-- L Side 5 8 4 4 5 7 4 4 6 7 4 4 6 7 4 1 6 9 4 4 6 B 4 4 6 8 5 4 7 8 4 INFORMATION. Z 0 or Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 88-13116' Long Side 5 7 5 5 6 7 6 5 6 7 5 5 6 8 5 5 8 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 _ ?) LL Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 rc (,) QQ 0 $ g Lag Side 5 7 5 5 6 7 5 5 6 6 5 5 8 8 5 5 7 6 5 5 7 9 5 5 7 9 5 6 7 9 5 5 CJ Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 CY Z Lae Side 5 7 5 5 8 7 5 5 6 6 5 5 8 8 5 5 7 8 5 5 7 9 5 5 7 5 5 7 9 5 5 r Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 O e H 70' L Side 6 7 5 5 B 8 6 5 6 8 5 5 6 8 S 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 5 5 •• r- 6 010 Z H O Z Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 g c 0 W W 72 Lag Side 8 1 5 5 8 8 5 5 7 8 5 6 7 8 5 5 7 9 5 5 7 9 5 5 7 5 5 8 10 8 5 Z- Shod SIrM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 ♦ 3 3 !Fr-- 7r Lag Side 6 7 5 5 8 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 B 10 5 5 B 10 5 5 6 10 8 5 W Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 L O t.ag Slde 8 8 6 5 7 B 5 6 7 9 5 5 7 9 5 5 8 9 5 5 8 10 8 5 8 10 6 5 B 1 6 5 SAMPLE CONFIGURATIONS: W 76' ghat gide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �„ L Side 7 6 5 5 7 9 5 5 8 10 5 5 6 10 8 5 8 11 0 5 9 11 8 8 9 11 6 6 10 12 7 0 Skod SMe 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . 2 2 3 3 3 3 3 3 3 3 3 3 3 9 3 4 3 3 �X X X X O X ` = x C Z o X U 11C L Side 9 12 7 7 10 13 7 7 11 14 8 7 it 14 B 7 12 15 B B 13 18 9 8 13 18 9 8 14 17 10 9 0 o Q r=LL y Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 9 3 3 3 3 3 3 3 4 3 9 1�• Long Side 11 11 8 8 12 15 9 8 13 18 B 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 X Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 9 3 3 o m 113' L Side 12 15 9 9 13 17 9 9 1f 18 10 9 15 18 10 9 18 20 11 10 X O O ca' N Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 _ N }yjNO y� �Jmn X L- 0 Jp x4 s TABLE 3: TABLE 3:(oon4) _ m_� a Min. Mh MYL Anchor Mint. Mh kytl Anchor F o o Group Anchor Substrete Edge O.C. Embednrerd Plots Grafi Anchor Substrate Edpa O.C. Emb�aot PMs X O X X X >a x Distance Distance Reored7 Distance Distance Rm"red7 i z rc 1N'steel UBremn ;rN Block 1- 6" 1414' No S. ns 516' 1' 13Ir Yes u S.Piro SIB• 1' 1x18' No 814,steel SMS(G5 8063-75 Alum. 316• 518' .0713' Yu Q III J A 814,steal SMS(GS) W53.75 Alum. 9!8' S/5 ASO' No or 014,410 SS SMS A30 Std 3/8' Sib' •050' Yes orIn4,410 SS SMS A36 Steel 318' 518" .650• No A053 Stud Gr.33 3!8' 618' .045',18 tis. Ys. O �� O \`.��NV LYNN A653 Stud,Gr.33 318' Ste• .036.20 Ga, ala 2.85k Concrete 1' r 1314• Yes S.Pine 5J6' T 1318' No 2.85k Concrete 2-12' 4' 13/r Yes .w,� : P�:'' 1�cCH�E••.'(�,y e/2,steel SMS(OS) 8083-TS Num. 3/8' S/e' .060" No 1/4'steel Ulrecon B D Hollow Bock 2-1/2' S' 1-1M• Yes E.,fc �0(c or 412,410 SS SMS A38 Slee) 3/6' 518" Asir No f81ad ebdt 2-1/2' 4' 1374' Yes 4 _ No.SII%05 A653 Stuck Gr.33 318• SI8' .035'20 Ge. 1b 11C 410 SS 3.35k Concrete 1' S' 13/4' No - 2,•(n. *WCaeteFlak Hollow Block 2-1/2' 6' 1.1/r No —-\7 : 'c 1KsLaatl>lssoon g41ar4sea81s P 3.5kConcrote 1.1p' S' 13/4' No `7� J (( 110Yo1/ 2- 8' 1•UP 14a 511W steel ulhacon Follow Black 3.1/6' S' 1-114' No 1)OPERABLE(X)WINDOWS WIN MAY BE FTHESCASEMENT �:Q S'A'E C WINDOWS OR AWNING WINDOWS OF THE SAME T�S•.F(ORID+`.•'�\� 8.Poe SIS' T 1318' Yes Q FIMed Black 2-112' 6' 1314' SERIES. .••••" Y12.stest SMS(G5) 6083-76 Akan. 378' 518' .0713' Yes �� s/(�NN or e12,410 SS SMS A36 Steel 318' 5/B' .050' Yes 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. A853 St Gr.33 318' 5/6' .045 18 Gs. Yu 2)ANCHORS MAY BE HD(HFAD,PANHEAD OR FLATHEAD. w ivda4lA'n�rR,P.E. P.Ee 511705 . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 2B: Window Anchors Required(Over37"on Short Side Dimension) 000 ••e • ••• • • • PRODUCTRRVISSD short Side 0 •• • m complying with dw Flaido • • • • • • • Building code ra i5-o5t AndType 4D' 44 8-714" VB' • -1dr • • Acceplan.No ATB- C D A 8 C D A 8 C D A B C D A B C D A B C D A B C D B D D • • • • Dzpirnlion Dole �1a under 23" twos 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shat Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 8 4 4 5 8 4 4 5 6 4 4 5 7 5 5 By Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mian P 2515118' Shad Side 3 1 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 6 6 4 4 5 6 4 4 5 7 8 7 6 5 Lap Side 3 3 3 3 3 9 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 •• •• 35" Shad Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 6 6 4 4 6 e8 fa • b 5 • •• W Q 37" Lap Side 3 4 3 3 3 4 3 3 3 4 3 3 3 1 3 3 3 4 3 3 3 4 3 3 3 4 3 3 9 • 46 N b 3 1)USE THISTABLE FOR ALL WINDOWS PER W Shad Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 6 7 4 4 8 8 4 4 7 5 5 THE ELEVRrioNS ON SHEET 1.DIMENSIONS = 44" Lang Side 4 6 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 4 6 3 3 SAOOwR ARE TIP-TO-TIP. r Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 1 4 6 7 4 4 6 8 5 4 7 8 5 1 7 9 5 5 8 t0 8 5 N 44-114' Lap tilde 6 8 3 3 5 8 3 3 5 8 3 3 5 B 3 3 5 8 3 3 5 8 3 3 5 8 3 3 5 8 3 3 5 6 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE ShoA Side 9 4 3 3 4 5 3 3 5 B 3 3 6 7 4 4 6 7 4 1 7 8 5 4 7 9 5 5 7 9 5 5 6 10 8 5 NEXT AVAILABLE SHORT OR LONG SIDE = J 531/8" Lap Side 5 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 6 7 4 1 8 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 DIMENSION SHOWN ON THE TABLE. r z Q Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 4 8 7 1 4 7 8 5 4 7 9 5 5 B 10 5 5 8 11 8 5 3)THE WINDOWS SHORT AND LONG SIDE MAY 0 C/) `g 0 SIS 8 8 4 4 8 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 BE INVERTED. Shat Side 9 4 3 3 4 5 3 3 5 6 3 3 8 7 4 4 8 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 8 5 Q Long Side 7 9 5 4 7 9 5 5 7 9 5 5 B 10 5 5 8 10 6 5 8 10 6 5 6 10 8 5 6 10 6 5 7 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL t = mg 63" bTreot Side 3 4 9 3 1 5 3 3 S 8 3 3 8 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 8 5 8 11 8 5 INFORMATION. (,) 0 �- h 66-13116• Lal Side 7 9 6 5 8 10 6 5 8 10 6 5 6 11 8 5 8 11 8 5 8 11 6 5 8 11 6 5 8 11 6 5 8 10 6 5 ? U. Shat Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 6 5 ' z ~ > ^Q 1 L Side 8 10 5 5 6 10 8 5 8 10 8 5 8 11 8 5 6 11 8 5 8 11 8 5 8 11 8 5 8 11 8 5 8 11 6 5 0: Z Q 0 Shad Shia 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 1 7 9 5 4 7 9 5 5 8 77 8 5 N D Z h �. Lap Side 8 10 5 5 8 10 8 5 8 77 8 5 9 77 8 5 9 11 8 5 9 11 8 5 9 11 8 5 9 11 6 5 d Shad Oda 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 8 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 0 N 70, Long Side 8 10 8 5 6 11 6 5 9 11 6 6 9 11 8 8 9 71 8 6 9 71 8 6 9 11 6 8 9 11 8 8 C o~ Shad Side 3 4 3 3 4 5 3 3 5 0 3 3 8 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 5 5 �3 -6 0 Q z y Z 72' L Side 8 10 6 5 9 11 6 8 9 1t 6 8 9 11 6 6 9 11 5 6 9 11 6 8 9 11 6 5 9 1/ 8 6 LU W Shoot Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 d Lon Side 9 11 6 5 9 71 1 6 j12 8 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 8 3 3 3 5 7 1 4 8 1 4 4 8 6 4 4 6 8 5 4 �76• L Side 9 11 8 8 9 12 7 8 8 9 72 7 8 9 12 7 8 9 12 7 5 9 12 7 e LUShat Side 3 1 3 34 53 3 3 5 7 1 J 6 7 4 4 6 B 1 4 6 8 5 4 _5 .OpQ Long Side 10 19 7810 13 7 7 7 10 13 7 7 10 13 7 7�• Shad Side 3 4 3 3 4 53 3 3 5 6 4 3 5 6 4 9 $ C.) W \V 114' L Skin 14 18 10 9 J o 5 W m Shat Side 3 4 3 J EXAMPLE 1:FOR WINDOW SHOWN BELOW:7116'ANNEALED LAM.GLASS,1N'MASONRY w 1O ANCHORS INTO CONCRETE,+701-80 PSF DP REWIRED,NO ANCHOR PLATE o w m N W 1a 1a �,�M I I o r�aY o AWNING ANCHORS(SEE SEPERATE NOA): FIXED CASEMENT ANCHORS: oz z W A)FROM TABLE 9,ANCHORS C 8 D ALLOW A DP OF+701-90. / A)FROM TABLE 9,ANCHORS C 6 D ALLOW A DP OF+701-83.1. v B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE B)FOR THE JAMB.FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND III I DESIRED AND DOES NOT REWIRE THE ANCHOR PLATE. 10'� / SUBSTRATE DESIRED AND DOES NOT REWIRE THE ANCHOR PLATE. ��\pN( UNN 41A4 13.25' 1 C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. C)FROM TABLE 26,5 ANCHORS ARE REQUIRED IN EACH JAMB. v1Cf n''F 'P L4' D SIMILARLY,3 ANCHORS ARE REWIRED IN THE HEAD 6 SILL. Yj: No.58705D)SIMILARLY,2 ANCHORS ARE REOUfRED IN THE HEAD b SILL. )E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E)DISTRIBUTE ANCHORS FOLLOWING WIDELINES FROM ELEVATION ON SHEET 1. -11r F)PER RULES ON SHEETS 2 6 3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY y F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME � gT _O �' .TUBE SIDE OF THE AWNING(HEAD&SILL). ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD IL SILL). i . 4' S ALL. „, �— 25” 2a 2a 'A.LYIJidrMkI 'R,P.E. 48' P.E.4 tie7a6 . ..• ... • . ••• .. . ... .. .. . . • • . . • • . . . . . ••• . . . . ... FOR GLASS TYPES: .� �'�LA .�� . '1/ ) • • PRODUCT REVISED es eoMP7Ying N1d1Ihe flodda AER • • in8i N'PVB'=BUTA;IT• INI:RLAYER SY KUMRAYMIC•INBvildine W¢ B• • ••• • ••• Dale �1$ TABLE 4: Des41n Prees04 IPO 0x Sho WkWom.An AmtwCG p4 f BY ElSr nW& L Mism' undo,2r 2515/16' Tr+7- SIDE Sm4 W' 01 4T 1Ar 6701-0 Sr 84- SHORT LONG • • • •• ••• •• 14axzr +raW Na-00 .raW +7&410 .ratio ,ro40 +mm +rb/bD .7040 SIDE • • • 000 • • • • SIDE . . . . . . . .. . )j rc Q 2s15/1e• .7or-W .701-W .ro4o +ra•W .ro410 .ro410 .ra/•W .7o/-W ,ro6o • • • • •• • • W � 3r +70-00 +7017& +7&•W ,ra-96 ,7aAD +70.80 +7&-011 +7&.7/ .m-70.1 • • • • • • • • = J 44' +7oE9D .70.80 .7&-90 +m-6D .7017& +7040.1 Ma-70 +bad7.6 460410+70.80 +7040 +7&40 +70140 +70144.1 .7&40.1 +60-70 +W21x53.1/0' +7&410 +7&410 +m4D .7&44.1 .60.70 +ba-70 840-07.5LL+70-BD ,7&.00 +7&43.2 +m-77 +0047.6 .eaaa.2 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR W O +7&40 +7040 +70-76.5 +767dL9 .00811 LOCATIONS AND IONSQUAMAY B. = n• J .7&40 +70.84.8 •m-7G7 +146A N4G6 O TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY } 1 z U 84• ,7&40 .7040.4 +70.711 .4212 OR HORIZONTALLY AS SHOWN. (� C� J Lu €p zz z a TABLE 5: Design Pmsm Sall for WaWsas AOaGiM to•Frons Assem87 Tubs 5 Z 0 O e O WiMsa DI694MIsn A' W 0 H(O Wn2r 2516/1r 27-3W 311? 3r 44' 4&vr S11/S or or In P d Z Clap 47" pp4 Amw G4aap NWha Groap Amba Glop AICIW1 Gang AmW G-W Ar4IWGasp ArchW Graq 00 Lu j (I) N AN All CiD a A,C60 B A B C6D A B C6D A e C6D A e C D A B C D co 3 6 z I +70140 +7&40 +7&.90 +7&40 +7&42.1 .7&40 +m-7,L ,m-7ga .14" +mm +7&.727 4WA .7&40 -145.1 +/41.6 +7&410 +/4D-5 .H7A .7&47.6 .7&410 xa&T .4-415 .mm.7+mm.b � oOZyZ +ro2D +7&40 .7&.90 +7&40 .ro-0D .70MM .7&-90 +7&.70.7 +7&-90 +m6D -144A +7&-90 .7&410 +126.6 .7&60 +7&40 0236 +7&44 .70M +7&.90 +1281 +Ta-77.3 .7040 .70140 W+7&40 .ra60 +7&40 +7&40 ,M40 .7040 .7&40 +7&40 +70-00 .7060 .7&-00 47a•W. +701410 +7&411+740.5+7&44.1 .ro-T +%73.0 +M?7 +ro-77 +1OF70.1 H87.8 +ro-70.1+ro•70..7040 .7&60 +7&40 .m-0o +7&60 +7&40 +7&40 +70140 .7&41.6 .7&40 +7&44.1+7&-74.4+70144.1 +ba-70 +0x47.7 +BOF70 46047.6+0&419+00147.6+6047. .60411 HSI +0&41.3+OW-8 U) X.7&-W +ro40 +70140 +7MI10 +7&60 +7&60 +%90 +70144.1+7&•84.1.1044.1+7&40.1 wx .701 0.1 84&-70 ,0061.7 +00-70 .6&43.2 H.56.4 460/43.2+6043 � > 0- .7&-W +ro-W +7&40 ,m4D +ro410 +7&24.1.7&24.1 840F70 +ex-70 +801-70 +BO%7D +60-70 +aa.70001$7. 40WW.484&-07.5 J >p Z.7&•W +7&60 .7&60 .7&232+m .70-77 +7&-T +60879.6047. +6087s+60143.2+60812 84&802+7&40 .7&60 .7&20 +ro-76.5+m-76. +7&.70.1+m 10.1+60411.8017&. .e04t.a o 0 �W S X.7&20 +7&84. .7&-75.7 +/4iB.9 +126.9 O2AS .445.6 64' +70-9D +7&80. .7&.713 +44.2 H24.2 LL �n 1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. W 2N rn la O N �a OIN N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE o�Ld FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ? $vi FRAME 10' FRAME SEE SHEETS 1.4 8 5 FOR WINDOW ASSEMBLY SEE SHEETS 1.4&5 r a x 0 MAXyASSEMBLY WINDOW ANCHOR DIMENSIONS f LOCATIONS ANFOR WINDOW ANCHOR o Z z WINDOW QUANTITIES.SEE E SHET T 1�0•MAX. 3 FOR NY AD ! DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED •A• ANCHORS REQUIRED FOR THE FRAMEFOR THE `1111 1 I 1111/// -7}- 80800080 ADDITIONAL q$SEMBLY TUBE. 80800080 ANCHOR AL ASSEMBLY TUBE. 0\A.(LYNN I �OMENBION� ANCHOR --�DIMENSION (4).IF REQ. `:a'��.•'�OCENSF•'•• 1 i 'B' (4I,IF REQ. •A' Q:• X �.; (•lo.58705 Luz: SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: 5)7/8"LAML IG:(1/8"T-7/V041R,-%8"AN! •P)fB-1/8'!AN)• • PRODUCT REVISED m wmp1y1n81vi1M the Flodda •PVB•-BUTAC{T VB INTERLAYER B•U• • •RIGA,INC+• •• • : • • Acccp Duildimee Ne 5'05 lg • • • C 'mhon Dare TABLE B: T • ••• • ••• ❑ Drlpn Rescue(pe0 for MCI*W I W.-,AB Ah.C "W I 8h t Bide BY Mierli ade P ub0140 26ta1S 27.3-' *7*W 3r M' 461/P BSVM 5S 89• LONG under 23• .4040 +ro40 47W-W +701-BB +701410 ,40010 +m-0D +40018 fm•°D «rose SSIDE T SIDE • • • • •• ••• •• 2610118• +m4D +70140 +7040 .70'40 4ro-00 +4040 +4040 +7040 +4040 +70f-W • • • • • • • • • Q 3r .40-00 +40010 .4040 +7x40 .ro40 +7x40 +4040 +7040 .7087.Il .ro-78-0 1 • i•i i i i•• i• •• W 44• +4040 +ro40 +701LLI -00 .ro40 +7040 +40010 +701-0° LONG I SHORT • • • • • • • • • 46174• +40.80 12.40 +2.40 +70140 +70140 .7&40 +40.80 SIDE ~1 s I'�•- • • • • • 00* •• , 3 56V8 .4040 .40-00 +MSG +7040 +7040 LL Ir ,2.40 .4040 +4040 .7'40 +40017.8 1)SEE SHEETS 1,4 a 5 FOR WINDOW ANCHOR (n W e3• .40.90 +4040 +40-°0 ,101017.2 +7a-749 LOCATIONS AND QUANTITIES. 7r «m-2o +m,Ao +7"3 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY a J 0t +4040 .4040 .7'81.3 OR HORIZONTALLY AS SHOWN. 1 Z U W 0 (9 I T O Q Z Q o� Z � W TABLE 7: U �7 0 r Dabn PRNua gag for Wlndm Alleched b a FMW A"N"Tube O LL W Wgbw Dimension•A• o: Z w 0 `O uMx23• 2615118• 27Ji4' 33t/Y 3r 44' 46V4• 561/C �• �' N 0- Z n Archon Anchor Anoho/ Mehr Gr V Aru4nr Group Anam Gmup ArOm Getup Anchor Group Amhw GNW Anchor GmW �v Gory+ Lae 4, DD W U N Al AN A,CBD B F.& S A B CBD A 8 CBD A 8 CBD A 8 C D A B C D lq O e� under 23• +4040 +m-80 .7" 14080 +ma21 +701-749 +m-7°.7 Na2.5 +40010 .M.72.7 NSBo .7&40 Nae.1 N51.8 +4080 +/010.5 +H7A .7'-87.8 fmAO HaB7 N138 +7'i0.7 +408460 Z NZ 2610118• +7aaD .7x•80 -W9D QW-W +701.90 +40-20 .40.70.7 QW-9D «4040 N84.4 +4040 .4040 +140.6 .m40 +70140 -1•53.6 +7'8{ +408° +mio Na99 +701-77.3 +7x60 +40409r +4060 +40.90 +4040 .40.90 +719090 +4080 +40.90 +4040 +m.°0 +4060 +ma54 +4060 +40010 +4040.5 +7x40 .7087.8 +701.73.8 .40.87.8 .4087.8 +70.749 .1478 +701.7°.9 .m-78.9W44• +4060 +70140 +701-00 .701-00 .406° «4040 .4080 +70181.6 +m-W «M-90 .m-74.4 +mho Y W WV4• .7060 .40.90 +7wm .70180 .7040 +4080 .70FW +40019.2 +4040 .70/858 +70181.3 .408° a6 53•VV +70140 +4040 +7016° +408° .70740 +4040 Lu Q5r .701-90 +m4° .70140 +4040 +ro-W +ro87.e J O Z+4065 +40.90 .moo .40017.2 .m-872 .m•T9.e jo J U) .Q 0 o Q 16• «70160 +7016° .ma69 W W +4040 .70140 .40011.3 a m W .V Ly a U 1)THE WINDOW'S WIDTH AND HEIGHT MAYBE INVERTED. W eX - � �� t=LL b r FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE rnaa � J"IH JO4 X� FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE _";m a U WINDOW ASSEMBLY SEE SHEETS 1,4&5 w w .0 0 ME 10" FRAME SEE SHEETS 1,4 8 5 FOR DIMENSION TUBE o>a 00 M{AX, ASSEMBLY FOR WINDOW ANCHOR TUBE LOCATES ANDR -g- 71 QUALOCATIONS AND oZ Z w QUANTITIES.SEE SHEET 10'MAX. QUANTITIES.SEE SHEET u WINDOW 3 FOR ANY ADDITIONAL Dp1,, 3 FOR ANY ADDITIONAL ANCHORS REQUIRED till l \NN / •q• ANCHORS REQUIRED FOR THE FRAME .... FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. O WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW u'IC�R h�.•�\DENSE DIMENSION ANCHOR DIMENSION�-- (4).IF REO. 2 •B• (4).IF REQ •A• ��: No.581 p5 tjj r!o I.Oft\0 •CSC;;. n' .LY 1 ''11 A.LYNi 1 LLER%,P.E. BEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.N 58706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: 2)7/16"LAMI.(3/16"AN-.090",P%-3(1q;AN • *00 • • Do PRODUCCRNisr D • • •A�' • a welplyirlg 11441 tiro Forid9 6)7/8"LAMI.IG:(3/16"AN-1/40 A 3Y16"AN-.080"36-z/18-:kN)• M.iWiag code • A«eple6 N.15-0514:15 8 7/8"LAMI.IG:(3/16"T-1/4"AIR-�Ilb:AN-•40".$G-3/16" ) • >x irellalDat6 lie -SW=SENTRYGLASANTERLAYER BY KURARAY AMERICA.INC. 000 TABLE 8: mi Byang Pr661w4 Dealpn P-7&(pd)la SkVb Waa10"a,A6 Afe w Got" 1 T .. swam L • • • • •• ••• •. 9Mar2r 25,6/10• 26• 3,-„r 3r 40& N BP W' 67-12' SHORT a SIDE •. •. W Q udu 2r +9-130 .901.136 +9W430 .9W130 M-136 +9W.130 •9-130 +901.130 +9W13D + .iX SIDE • • • . .. . . W 25161,0 .9-130 +9W-130 «9W-130 .9-136 •9W-,36 +9W-130 .90&,30 +9W-130 49W.13D +9W13D or +9-130 +9-•130 +9-123.1 +9-1166 +9-1167 +9W-100.7 +/-00.1 +F 14.1 41.63.1 .1-763 T •• • • • • • ••• •• (n LL 67.17r +90&-13D +9-•130 +9-.120.7 +9-1130 +9-109 +0-97.6 4)-SCS •F 866 41.78.3 41.76.1 } LONG I SHORT I� O 7r A�.WJ30 4AW120.2 .90&.1167 +90.111.8 +0.105.8 +wwl 41.81.3 •4761 N-733 I SIDE -�'1 SIDE f W P 714 +.127.6 +=417.1 +90&1162 .0-101.1 +9W43.2 .1-78 +P 72.6 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR = a 'U 9 S4• +.120.3 +001.114.5 +9=107.6 +9-/01.3 H-89.8 +1.767 LOCATIONS AND QUANTITIES. ~ ,u +0-119-8 +9W-1083 +01.101.4 +ea-sa +1.73 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY W 134• +01.117.3 .9-1903 •00&-00 -W"Z6 OR HORIZONTALLY AS SHOWN. Z Z146• .9.11&4 +90&-1055.6 +9WA8 a W TABLE W. e DaW pow"(w09"Vftd 4 AOaAa o 9 Fmm Maundy Tube > LL u Z � O �O webm.ok w lon•A• N W p DD waw 2r 25-16118• 29• 31-Vr 34• 46• sr or �• Amb. Ar4W Arches Anelor p141p Arohw Group Ar.W GMW Anohw Graf Mchw Goup A h.Grwp pip W (n poop Gr41f Goup LO O e AN N N A.CSD B A,C&D B A B CAD A B CAD A B C D A B C D .. ` S O e Z runft2r +ro4D .7&-90 +7&30 .7&•91) +7W-07.4 +7&-00 +ro40.8 +m-07.7 41.68.7 +7&•W 4185 4150.9 +/W-0& +1458.6 4145.5 +7&40.7 0,7-90 .436.7 41-033 +701-00.7 +7&-09.6 � O = W tM.SD +MWW +7&•W +7&40 +76-06 .7&40 .701.90 -m-77.7 +701-00 +70&90 4147.6 +70190 .7&-00 4151.6 -7.81.2 .7&-00 .7&.90 41-09.3 +7&-77.3 .701-90 +7W-W+70m +m-0D •M.W 470&90 .moo +7&40 «7&40 .7&40 .70140 +moo +7&43 +7-74.3 +ro�.t +M.T4.7 +1.08.9 .7&461 -ro461 +76•n.t .183.7 +701-03.1 +7&-03.1Lu UJI.moo .M40 .m-90 -MM +7&40 +7&-00 +moo .7&4 0 .ro40 +m4D +7&-77.4 M-M3 +7&44.8 41467 4182.4 +7&466 +7&466 +1464 +PWA +7-78.3 .%75.3 a+ro4D 4ra-00 +7&40 +7&40 +7640 47&.90 +moo +7&40 +7--90 .m-W +%72.8 .7.73.1 +7&.81.3 .I-M3 +M.0 .7&.7&1 +7&.76.1 "42.2 ./56.7 +701-73.8 -m-73.8 8 +m-0D .7&40 .7&.90 +70140 .7&40 .7&40 .7D4W .7&40 +ro40 +m4D .m-78 41463 .m-78 4141.9 +1424 +76-72.5 -7-7x6Z+7040 +m-90 +7&-00 .70140 +7&46 .7&40 +7&40 +7&40.9 +ro40.0 .7--00.9 +mm7 .142.7 +m-707 J 0+7&-00 +7&.90 0,7&-00 +70&40 +m-0o «ra-0o +76496 +m-73 +ro-73 .7-73 '�� 'T+7&-00 +moo .70480 .ro-0o .ra-0D .7&-00 «7-0& O w W.moo .moo .moo .moo +moo 'e'W e x .� -� $p FL 1)THE WINDOWS WIDTH AND KBGHT MAY BE INVERTED. rc^ y a ® pa QN N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE •^,n,a.� a► FIGURE FOR VERTICAL FRAME ASSEMBLY TUBEFRAME 10' FRAME SEE SHEETS 1,4 A 5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 r ox 0 ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR o= 0 i �HOR •B• LOCATIONS AND JJ-- TUBE LOCATIONS AND QUANTITIES.SEE SHEET -7- 10 MAK QUANTITIES.SEE SHEET w WINDOW f 3 FOR ANY ADDMONALD DIMENSION 3 FOR ANY ADDITIONAL I ANCHORS REQUIRED •p• ANCHORS REQUIRED FOR THE FRAME � FOR THE FRAME ADDITIONAL `� k� ,......, ASSEMBLY TUBE. l --"'�WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ; A�,•''�GENS[ DIMENSION ANCHOR -�-I DIMENSION N). REO. v �• / is ND,58705 rK _ A.&W M IW.P.E. P.EJI 59705 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS . . ... • . . ... .. .. . . . .. .. . . . . . . . . . . . FOR GLASS TYPES: 3)7/16"LAMI(3/16 HS-.090;S(p7-SPI§HS)••• •• •• • • P°OD,°C„6 VISE Fm,;ea 7 7/8"LAMI IG:3/16"AN-11"1IR-8/166HS-a90.6G-.3l16l HS; 13ni1dinB Coda 6 9)7!8"LAMI IG:(3/16"T-1/4R ATR+3/36"HSr'090iSG-3/16':HS). A, �IS•o�19� � TABLE 10; -SG=SENTRYGLASB)NTERLAYER BY KURARAY AMERICA,INC. BY Deaton Plaewe"Q Nor Sh*Wedw•,N Ah.G." Miami C El shad Skb i-- T • er • • • •• ••• •• ud2Y 26.16/16' 2Y 31-11r 34' 40- fi4' 6& 67' B7-VY LONG • • • • • • • • • Q SHORT SIDE • • • • • • • •• • W lede/2Y +90f-130 .601.130 +W-130 .901.130 +YO.130 +90f-170 .9W-130 +901430 WDi-130 a0430 SIDE • • • • •• • • W 25-1511V .id-13D +W.130 +W-130 +94430 4W-130 .10.130 .10-130 +001-130 .90430 +61130 • • • • • • • • = J 63' +04-130 +94430 +901-130 +64.130 +94-130 +91130 +94.130 +20-13D +94.130 +901-130 • • • • • ••• •• (n � 67-112' +90-130 +90/-130 0/W/430 -9-•130 -91130 +60-130 .0.130 +90-13D +91130 ao4-130 ��--LONG � I SHORT I 72' .pa-130 +W-130 +94-130 +91130 +94.130 N4-130 +04-130 401.130 +W-130 I SIDE -�'1 S = W 76' +901-130 +901-13D +94-130 +90/-130 +04430 +94-130 -901-130 -04-130 1)SEE SHEETS 1,4 A 5 FOR WINDOW ANCHOR 64' +94-130 +0430 +94-130 +14.130 +90.130 +01130 +W-130 LOCATIONS AND QUANTITIES. 11r +94-130 +101-130 +0430 +04-130 apo-130 -04-130 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY W P 1M' +90.730 +901-t3D +001.130 +1-•130 a6d-130 OR HORIZONTALLY AS SHOWN. J o 145' -91130 +90.130 -00-130 0194-130 Z TABLE 71: Y0 0 3 _� Deaton Maws LmQ 2.Wkwi-Att hod to a I=*AmwbY T" 2 z w O $a, wedow or•nebn'A' N a 0 h Nd•23• 26-1416• 201 31-IM 3r 40 54' w 63' 1A r z Anchor Andw Arc1w Arolnrolaq Anclw Oraq Arm1w G-1p Anchor Group A.WwQ•q Amhw GmW W omq OmV G191Q o z N N N A,CAD a A,CAD B A BFAA S CAD A S C D A H C D 1 U) "� D z Z oder 23' +ro40 +70140 +7040 +70/40 +7047.4 +70140 +ro40.e +701-7.7 .19&796 -14&9 -7440 +1.6&6 .1-45.6 .7&94.7 .70(40 +/36.7 -143.6 a7a9&7 +74-09.6 0° $O Z241416' -rom +70140 .7dm .7040 +7440 +7440 -7&40 .70.77.7 .7&407.8 +70100 +7440 +461.8 +%61.2 +lam +7-40 .149.3 aro-773 +MMM +7&40Wor +70140 -lam +7dm .lam .7&m +ram +lam +rom +ro40140 +7dm +7W.W +70(40 +lam +lam +lam +rom +70197.8 +lam +7&40 LL(97-11r .lam +lam +70140 +lam .7&40 .ro40 +701.90 +lam +7am40 +70-90 +W9D +70/40 .rom •lam ala-90 .lam .7149.1 +lam +lam7r .7-40 .7-410 +rom +7190 .7dm +7-40 +70140 +ro40 +7040140 .7x40 aro40 .70140 +ro40 +701.90 +7&40 .70040 +7140 +70/90 +7x40 � > d �tb' +70/40 x7190 .lam +lam +rom -rom +70190 +ro40 +7dm140 .lam +lam .7-40 .70.90 .70140 .%90 J o ZUB4' .lam +70/40 +ro40 +lam .70-90 +7&-W .7140 .7440 -7040dm +ia40 +7140 mJttr +ram +7440 .rom -701-90am +ro .7040 .rom .7dm W u X o V 13r .rom +lam .ram +lam +7dm +lam +7-40 14V -rom +70.90 -rom +70140 +7-40 J �° •--3 Q I=� 1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. W � a O N N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE oma' i FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE Z o S WINDOW FRAME SEE SHEETS 1,4 0 6 x u m N a 10' FRAME SEE SHEETS 1,4 A 5 FOR 1'w --� DIMENSION ASSEMBLY FOR WINDOW ANCHOR �pg7l ASSEMBLY WINDOW ANCHOR T1 >a Y o TUBE LOCATIONS AND �� LOCATK)NS AND o Z Z w WINDOW QUANITf1ES.SEE SHEET T 10'MAX. WO �,ADDITIOANTITIES.SEE NAL u DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED •q• ANCHORS REQUIRED FOR THE FRAME �� "I'1/i FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. :�`p�y IYNN A � WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW II ANCHOR -�OMIENSION�- ANCHOR DBtENSION I� (4),IF REQ. `: `T`,•'��GENSg w N1,IF REO. .Z- {c:Jy ND.56TOS /CSS/ONAL A/L11NN LMIL P.E SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P-E65SMS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: 4)7/8"LAM/.IG:(1/8"AN-71!C AIR-1/8"AIW-.0908?VB-1W Ay) PRODUCT RRVISED 'PVB'=BUTACI VB INTERLAYER BYq(UFARAY AMERINI.INC.• • •• • es aBnPlYgnB wlO the Florida • • • • • Bnilalrgg COae 15 0519• Accevtenro No • • • • f • • D><'region Date TABLE 12: • • ••• • ••• • • ❑ D880 Proem Geo br SY•b VA-dDm,N Anchor Groups I BY Shat Side L Mimi de Product" antler70 25i1-70' 27314• 31-7 3rF4I.r4b-r 4 66' 93• a LONG . . . . .. ••• .. geMv23- +8d-70 .901-70 .601.70 490/.70 •90170 aODI-� .Oq-TO •BOV-70 a9W-70 SS�T SDE • • • • • • • • • �'- 'Q 2519n6• +8.70 +8.70 +W-70 +601.70 .e&-70 +60070 +W.76 .901.70 .0-70 I ••• • • • w •• • W a 3r 49W-70 +oW-70 +eW-70 4801.70 46&-70 +6.70 .W.70 .901.70 4W-70' L • • • • • •• • • W � N' +90070 4801-70 +901.70 480/.70 .601-10 .001-70 .90'•70 460/89.s +9N62.o • I LONG -� 1 gF1pRT • • • • • • • • • 2 J p49.114• aM,70 •901-70 .801.70 .W-70 +8&•TO 400070 +W-70 490184.9 I I'F SIDE I g� • • • • • ••• •• (n LL 2' 611N' .901.70 490f-70 4901.70 4801-70 .801.70 4801-70 .801-00368• 4W.70 +m-70 .8M-70 +001.70 +001-70 4W-64,9 1)SEE SHEETS 1,4 8 5 FOR WINDOW ANCHOR W63• .9.70 •m-70 .901.70 •901-70 .901.70 LOCATIONS AND QUANTITIES. h 7C +BW 70 +e&-70 .901.70 +80/40.5 41.67 2)TABLE DIMENSIO NS MAY BE ORIENTED VERTICALLY r i Q sY .9v-70 1 +001.70 4901.70 .1-SS9 OR HORIZONTALLY AS SHOWN. J g Q Z_ Q o� TABLE 13: a = '-- DeM•fpressure tpe9far Windows Nlechedb•Few Mnm9pTubs ° U p LL LL Wetlow ONnmebn'A' z ° 0 ..o under 23- 5R 29-1C 274W 3Z1/C 37' N• 49-1N' wow 56' 0r W O g O Z N r Arohor I Amha I Archer Arroup Amtnr Anent Gfoup Arwlw Gap AmA9r Group AncM Group Anagwr Group L d GwoP Crap Group Group Group N I N I N Al Al A,CAD 1 9 A 1 B COD A 1 e CAD A B CAO A B I CAD O W e ander Xr .60/.70 1 +8.70 48.70 .9W90!- 70 . 70 .QW70 1+00/62.6 QW-70 W-66.11 +801-70 +6WeA1 1 +1.61,8490'•70 400140.6 N47.4 .90/.70 -71-Ml .1-43.6 484-70 � 251&08' 49W.70 +90/70 •90/70 .601.70 48.70 aW70 .60/70 +BDMK4 +9-70 +0W-70 .150.6 +8.70 490/.70 +FSL9 .QW-70 +8W-70 +149.3 +ew-70 48W-70 yy_ � 6'w � � o°u Z 37' +8-70 +901-70 .8.70 +Aw10 4ew-7o 400/70 48.70 +8.70 +w To +0-7o +9W.7o +4&ao 480/70 +9.T0 +9-70 +8-70 46.70 480/47.9 4901-70 d o O (n LU M• .9.70 .60/-70 +6.70 +8.70 .901-70 +0.70 .8111-70 +0.70 49W-70 +601.70 460/-70 .80147.7 49-70 +90140.9 +00/81.9 +80/411.6 -OW-62.9 Nfi7 aIIAM4 (n 451/4' .6W-70 .BW-70 46.70 +�W70 +BW-70 +90/70 +9.70 +BW-70 480147.8 4901.70 xW-70 .11W41.7 480/70 .8WM.9 +1.86.4 +60/44.9 W IS 61-Y +eW-70 48.70 460070 .90/.70 .0.70 •9.70 +601.70 .8&-70 +801.70 •001.70 490149.3 +00/47,4 +eW4B.3 � � � � O 6C +W-70 a�W70 4W-70 .6x•70 .00/-70 .601406 +00/40.0 ♦90/44.9 .00/44.9 +044.11 LU 9r .9.70 .8&-70 +60/.70 .90-70 +90/.7o .60142.9 +eW42-9 Z 76' 4xI-70 .9&.70 49.70 4i WW-5 4/57 64 46-70 +e&•7o +9.70 +156.9 m' v(n (1J �U 1)THE WINDOW'S WIDTH AND HWHT MAYBE NVERTED. r J ; i W `X m a & op �[L 2 rg rn oa�N ti FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE x FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE = 10v;mviFRAME i WylpplyBLy SEE SHEETS 1,4 6.6 r Z d o 0 10' FRAME SEE SHEETS 1,4 6 6 FOR o:x �j,IAX, ASSEMBLY DIMENSION TUBE I FOR WINDOW ANCHOR o O NDE �D��NAS rAND� 'B• � LOCATIONS AND o z Z w QUANTITIES.SEE SHEET T} 10•MAX QUANTITIES.SEE SHEET WINDOW 1 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED •A• ANCHORS REQUIRED FOR THE FRAME \\\\1111 111111// WINDOW ADDITIONAL FASSEMBLYT BE. WINDOW A�NCFIOR MOMa ASSEMBLY TUBE. -DIME NSION� ANCHOR -+�DIMENSION�' (4).IF REQ. A`)`-'`.\GENS- •;P g i �• (4).IF REQ. •A• cid:• '.K ;G No.50705 ' STATE OF >` pLonko SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS . . ... . . . ... .. .. . . . .. .. . . . . . . . . .. . • •••3.AV ••• • J1.124•�-- ASSEMBLY DETAILS 06r •126" • • • •NOM.••• •• ��JJJ • • • • 2.701' • • •• • • • • • • • ••• •• za69• 1 .093• 4 O FRAME HEAD, 71 FRAME SILL&JAMB ASSEMBLY TUBE #7005,6063-T6 #7004,6063-T6 ' m 6 I+ 993' .090' ��• � 2.203" �'{� .093' AS REQUIRED 1j lI 2 PER SHEET4LE 3. .289' TT .095• M. 1 INTERIOR INST.HOLE COVERANCHOR PLATE ADDON FLANGE O #7007,6063-T6 O #7071,6063-T6 70 #134.6G63-T6 TABLE 18: HIM Dwo.# Description Niel 1 7005 Main frame Fksd SIII&lambs 6063-T6 Ahura. .706' .050• •1M* 2 7071 Anchor Plate 8083-m Aw^• .050' lation 4 7010 FramleComer e��r W63-TSSisal r .865' II r .885• .870' _ r_ A5D. 6 7078 Frame Gasket Vinyl Foam S 4 6 T 666mmml 10 7055 Fixed Frame Hole Plug PVC I► ��"'llll t"- 31 IDuraSeal Spacer BEAD B BEAD C BEAD D 32 1 1713 ISetting Block 5/3r x 316•x i- a EPOM 35 36 37 33 1714 Settl Block r x 1-7/16"x 1-1/4' EPDb) O #7036,6063-T6 #7042,8083-T6 #7059,6063-T6 35 7036 Bead 6063-T6 Akm. PRODUCT REVISED 36 7042 Bead C W63-TS Alum. a complying with Ow Flo" Building Codo 37 7069 Bead D STB Acceptance No l X61 .15 38 1224 VI Bulb iris Thick Flax PVC 70 t 1 i/ Revised By: Dote: Revision e: 1 Dale f8 39 1225 VI I Bulb Wst Thln Flex PVC ` ��1�<yY LYNN a1�'y��ii BY SO Dow 899 Silicon Backbeddln 'C�' �! Mian• ado Pmdad 70 134 Add-on Flange 6083-TS Akan. CEN •.,�cp �� FRwised By: D.I. Revision A' n 7004 Casement Frame Ass Tube 6063-T8 Mme• �' No.58705 T t LM 5/15/15 NO CHANGE THIS SHEET 86 #8X1-1/rC dPnSMSStainlessSteel Stainle"Steel = DrewnBY, Description: 90 1 1#12xrPh.Pn.TEK StakdessSteel =-n .,Cl 7 o C o>> BOM AND EXTRUSIONS J ROSOWSKI • %pig ST Or �J 1070 TECHNOLOGY DRIVE Title: Dole. '•.F<ORIDP.•' \�,� N.VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 P.O. BOX 1529 �vv ns/ANAL(GC��: NOKOMIS, FL 34274 SeMs/a�t; s—&-.- St— Diowirg No. Rev: �A/uYryyMllceA P.E CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD-CA740F-LM A ' P.FJr 59705 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets l through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Product Control Revision stampwith the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's n1me•6; logo,•sityp state, ...... model/series, and following statement: "Miami-Dade County Product Control Apprdded" unlesoagIerwise •o noted herein. •••`�• •• 0 0.000 0 RENEWAL of this NOA shall be considered after a renewal application has been fjvAand thgrp lids been�•••• no change in the applicable building code negatively affecting the performance of this pm&ct: : sees 0 0*0• TERMINATION of this NOA will occur after the expiration date or if there has 11dWA=evisiM 6;change•• ••• ture of the product or process. Misuse of this NOW as an endoi38ment••'•;• in the materials use and/or manufacture P of an product, for sales advertising or an other purposes shall automatically terminateethis NOA'Failure Y p g Y ...... to comply with any section of this NOA shall be cause for termination and removal pf NQA. •••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dada•l!oLty, Florida, and;'•••; followed by the expiration date may be displayed.in advertising literature. If any portion of the•NbA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactureror its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#124218.09 and consists of this page l and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1"519.13 IIAMI•DADE COUNTY Expiration Date: April 11,2010 M' ' Approval Date: July 16 2015 jl�f�15 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 124218.09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15, signed and sealed by Anthony Lynn Miller,-P.E. I B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-7065,dated 10/05/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/16/15,prepared by manufacturer, signed and seale0by•. Anthony Lynn Miller,P.E. •• ;; ; ; • 2. Glazing complies with ASTM E1300-04 • ...... .. . ...... D. QUALITY ASSURANCE ••••. ;•. •. • 1. Miami-Dade Department of Regulatory and Economic Resource!f�RER). •• •"•' .... ... . ..... E. MATERIAL CERTIFICATIONS .• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray AmerSca,I$c. for-their. ....:. "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,gxpifkg on WN116. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerif.4,Idc.for thelf "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/2 /15, expiring on 07/04/18. Manue erez,P.E. Product Cont of xaminer NOA No-15-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 • E-1 ' PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-516 Edition (2014), dated May 16,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window- L.M.I."approved on 04/11/13 and expiring on 04/11/18. sees . . sees sees.. sees.. sees.. sees .. sees . .. sees. .. .. .. sees.. sees.. sees.. . sees.. ee s e eee Manuel ez,P.E. Product Contr xaminer NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 tWs'LAMINA7� 7116•LAMNATOD GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK GLASS STACK CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING 11Y 6UTAG7E�ve 6p0SdEvKURARAv VARIES, RATED FOR LARGE&SMALL 1A.ANNEAIm 6 I� 3H8•ANN GT E NED uAER+u.INC, HEATSTREtJOTHENED 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS 5-0 MISSILE IMPACT RESISTANCE Ou53 GLASS 3116•-GTANNEALEDNGIOR REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH 111'ANNEALEo IEATSTRENGi/�NED VELOCITY HURRICANE ZONE(H1HZ} EXT 39 GLASS ENTERIOR (38 GLASS - 37'WIDTH a _T a T 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 25.476•MAX.O.C.IF WIDTH IS ! # REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 301 IN THE HVHZ,THE UNDER 33.478'(HEAD&SILL 35 11118'GLASS BITE 36 11/18'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. 4'MAX. 3 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MWdI•DADE ��•B.SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR 5D so EVALUATIONS WERE SOUTHERN PINE,ASTM Coo CONCRETE MASONRY UNITS 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. _. .�-.--------- GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X I 17STALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED I\ MAXA7(' 7/C NOM TAY NOM DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE/-1/2'THICK OR A i \ A.SEE O.C. GLASS STACK GLASS STACK GLA55 srACK 7116-LAp1IN7ED GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY I \ SHEET 2 GLASS STACK °��A� TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION v6-ANNEALED GLASS 3116• °OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. A16-AIRSPA .p9D"BUTAMTE M 1N•AIRSPACE HEATSiRENGSsTIENED GLASS \ 6'MAX. BY KURARAY -DWSO6YKURARAY 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING i O.C. 1N•ANNEALED OR AM:RICA,INC. 3116' S.°S AMERICA INC. TEMPERrOGLASS OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON \ 1�•AIa1EALED 36 3n6•ANNEMPDOR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 89' I / USE ANCHOR HFwrsIHENGrHENEo suss THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE PAIR AT EACH ENTER clAss EXTERIOR ---� SEALINGIFLASHINGSTRDTEGY FOR WATER RESISTANCE OF INSTALLLATiCNN LIGHT I F JAMB IF SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT HEIGHT IS 11/18'GLASS SITE 37 11/16'GLASS BETE INSTRUCTIONS. (DLO) / / 2G OR OVER 337 B)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 7G APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED j / HEIGHT 31 32 50 31 32 60 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7)DESIGN PRESSURES: / GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, 7ro' • FRAME ANALYSIS AND GLASS PER ASTM E1300. / GLAss STACK GLASS STA LAMINATE S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU ` ANNE STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E13D0. ygA �D� 1 1 EATSiREN01HENED GLASS 1MAptSPACE .f180'SI�Y KLKtNRAY 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE - 3116-rEWERED AMERICA,INC- WANOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE GLASS 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 8 3116•ANNEALED EN PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 14-72'MAX O.C.ff WIDTH IS 36 GLASS STRENG7HENED 4'MAX 33.476'&OVER(HEAD&SILL) �. ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 30•VISIBLE DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA OPENING(DLO) 11118'GLASS BITE BUILDING CODE FOR CORROSION RESISTANCE. 37 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON TYP.ELEVATION-OF 3 NOA;ELCO CRETEFLEX NOD;ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND CASEMENT WINDOW ADM ALUMINUM DESIGN MANUAL. 31 50 g2 PRODUCT REVISED as complying with On Florida TABLE I: GLASS TYPES 8&9 A�P�1 J •9519•Jn3�' 11 1 1 1 BK Irvtion Date �6)6 Glass Types sheat# •• ••i i • ••• • �.�(�yNN y/(/ 77iReWsee By: Dote: Re moron B. e i BY 1 5H8'L•miry18An-.OBD' -118 NERAL DTlS.!...• • •*• • t0•' ENSE '•R PmdoeT 2 7116'Lami(3/18 An-.096 SG-3/18 M g • • i""' "'i 1 • • � �`G ;t% aeYsea By Dos a� a. A JI �. ---- 5TH EDITION(2014) 3 7118"Lami(3116 HS•.OBO'SG-3/18 HS) 7 GLALTNG 6ETAa>;' ..... ':::'1 ' NG.56�p5 LM 5115/15 FBC UPDATE INSTALLATION................-.............-2 _ - ao..,By: 4 7/8'lams.1G(118'An-7118'Air-118'An-.OW PV B-1/8'M) 5 _ 5 7/9'Land.IG(118•T-7/16•Air•1/8'M-.09IT PVB-1/8'M) 8 AssEMBLV TUBE oeT/u13.._....._3 _ :� = GLAZING DETAILS J ROSOWSKI ANCHOR SPECIFICATIONS_..........4 _ r 6 7/8'LemL IG(3/18'An-lie Air-3/16'M-.o96 SG-3118'M) 9 • A WAtR GUANTITFS!t l........4 JTE by Z; Dete: 7 7/8'Leml.IG(3/18'An-1/4'Afr-3118'HS-.OW SG-3118'HS r DE GN PRESSU tot.........._t...._5.11 ., A P•. 1070 TECHNOLOGY DRIVE Title; to• •%O ....>LOH�o. r�C, N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 8 7/8•Laml.IG 3116'T-114'Air-3116 An-.086 8G-3118•An) AS MSL4 DETAALS/eCyd...... • • �,•�� P.O. BOX 1529 9 716'Lams.IG(3118'T-114•Air-3/18'HS-.080"SG-3/18'HS) 7 • • •• ••• •• •• ACSSIONJ�L`1` NOKOMIS. FL 34274 Se.es/A1ooN: Scale: SAeA7: Dowing No. an- -Pve'=BUTACITEAPYB BY KURARAY AMERICA,INC. A LYIJIIMILLER.P.E. CERT. OF AUTH. 029296 CA-740 NTS 1 OF 10 MD-CA740-LM A 'SG'=SENTRYGLAS Y KURARAY AMERICA,INC. P.E. 58705 ••• • • • • ••• • • • • • • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCEOPTION 2 OPTION 4 DISTANCE INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD, CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 - ATTACHED TO - 1/4'MAX 16 18 FRAME SILL 70 11 82 TYPTYPE. R SHIM ATTACHEDTO EMBEDMENT VENT SILL so 13 #12 STEEL AND EDGE q g 80 12 CC 83 SELF-DRILLING 5 1 DISTANCE PER 32 33 3.SHEET 4.ABLE SUBSTRATE, 20 22 23 4 SEE TABLE 3, O SHEET 4. 3 60 O 18 84 MULLION,APPROVED EDGE ION,ALUMNJK 8 DISTANCE 84 ,�„� 38 39 STEEL FRAMING OR 3537 O + STEEL STUD. ATTACHED TO QQ J— 24 82 82 ATTACHED TO VENT SILL 36.37 81 FRAME JAMB[ 73 EMBEDMENT 1 VISIBLE LIGHT WIDTH(DLO) 3 5 83 70 FOR SNUBBER REOU47MENTS, 8 EXTERIOR EXTERIOR ATTACHED TO� SEE TABLE 4,SHEET 4. WINDOW WIDTH t VENT JAMB OPTIONAL ADDON 15 1P FLANGE 0 HEAD, SILL&JAMES HORIZONTAL SECTION A-A 81 11 SEE DETAIL EGRESS ASHFORHINGE-' JAMBIDTH,WASH HINGE:WINDOW WIDTH-13.12 WINDOW Al.,BELOW HEIGHT NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-112 VISIBLE 14 10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE I / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 ANCHORS LISTED ON TABLE 3,SHEET 4. y / COMBINATION UNITS, LIGHT FOLLOW EMBEDMENT AND EDGE L / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: HEIGHT SUCK DISTANCE LIMITS.ANY INSTALLATK)N lu 10'MAX. ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. WINDOW FRAMES AT 1('MAX.r FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-1/2'• I J ASSEMBLY TUBE CENTERLINE. ATTACHED THICK ARE TO BE CONSIDERED 1X SEE TABLE BELOW: ATTACHED TO JAMB INSTALLATIONS 1X WOOD BUCKS ARE FRAME JAMB ® 89 OPTIONAL UNIT MAY BE INSTALLED AdcfAWW Andwe Rep W on eeeh DIRECTLY TO SUBSTRATE.WOOD BUCKS —+{ �— 10•MAX. L._. SEE DETAIL A2,BELOW Side MO•Frame Aea n*y Tike FA C DEPICTED AS 2X ARE 1-112•THICK OR ATTACHED TO GREATER.1X AND 2X BUCKS(WHEN USED) WrA w Andror type VENT JAMB SHALL BE DESIGNED TO PROPERLY n W&U A I S.C&D TRANSFER LOADS TO THE STRUCTURE. t 1T-ar 0 0 62 WOOD BUCK DESIGN AND INSTALLATION _ > 2Y-23.r 0 1 38 83 IS THE RESPONSIBILITY OF THE ENGINEER 2r. 1 1 OR ARCHITECT OF RECORD.MAXIMUM < Vow. Areolar TYP- 17 SHIM THICKNESS TO BE 1/4. u. PAW A B,C i D 20 15 18 17'-22r 0 0 82 DETAIL DETAIL 23'-28.r 0 1 PRODUCT REVISED 21 Al A2 2rr 1 1 ar coarplying wllh rhe FlmWo Building Code!CJ-OSI��318 Actxptence No Y' g so 'ration Date 1 •, W�• • • • • • ` Revised By: Dole: Revision B: 19 84 •BUCKSTRI$ ••• • • • • \��N`l LYNN 1114 j� py SEE NOT&�• • • • • ••• • ��`•-•• ENS• �F'P Mlem Produt[ d TWS SHEET. • • • • • • 4i ��,• ATG F Revised W. Dote: Revision a 11��iAx SAO• •• • •, T4 LM 5/15/15 NO CHANGE THIS SHEET N0.58705 �RE E o ENr �" CROSS SECTIONS&INSTALLATIONJ ROSOWSKI NCRETE • ��Jd • FS,:�f/�ANCHOR ff 1070 TECHNOLOGY DRIVE 7i0e:QUIREMENT ' • • • •'••,FCOR10p;.-' N.VENICE. FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 • • • • • • • •if(�S C\�� P.O. BOX 1529 INSTALLATION OPTION 3 VERTICAL SECTION.B-B••i i• .•• ••• •• ••6'��S/pNA� `G`�� NOKOMIS. FL 34274 se e,/uaear s�a+a: sneer. D..i q N.. Re.: INSTALLATION ANCHORS THROUGH A.L4NIIIMLL�}t,P.E CERT. OF AUTH. 129296 CA-140 NTS 2 OF 10 MD-CA 740-LM A 1X BUCKSTRB'INTO MASONRY. REM 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED m complying with dw Florida Building Code 15-051A.13 �— 10',SEE NOTE 7,THIS SHEET Acceptance No �7T� FIGURE 7: FIGURE 2: 740 SERIES/� Bxpumwn Date I AWNING '^q _ C C I �WINDOW / `� By / / \ 1 �� ►D FRAME V,App0YV /� �/ ASSEMBLY HEIOFiT / / I TUBE FRAME ASSEMBLY TUBE NOTES: W �Q \ \ / 10",SEE NOTE 7, \ ►D LU TI DIMENSIONS SHOWN ARE THIS SHEET 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH = �h —CASEMENT—� INDIVIDUAL WINDOW.FOR SIZES NOT co J WINDOW L-11-j- YOUR SHOWN,ROUND UP TO THE NEXT Tn O 1 WINDOW 1_ I I ' / AVAILABLE WIDTHOR HEIGHT = 2WIDTH DIMENSION SHOWN ON THE TABLES. Q 740 740 E SERIES FRAME SERIES FRAME 2)ANY 740-SERIES PRODUCTWCASEMENT ASSEMBLYCASEMENT QWINDOW TUBEWINDOW ASSEMBLY_` CASEM NT)MA BEATT ACHEDE TUBE CASEMENT)MAY BE ATTACHED TO Z JJTHE FRAME ASSEMBLY TUBE.FOR Q740 ES ALL WINDOWS,US£THE WINDOWS d U) I)OW' NOA FOR ANCHORAGE,SIZE AND V )jJ LL DESIGN PRESSURE LIMITATIONS. :1ZQ Q'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THEmINSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO/ / INDIVIDUALLY COMPLY WITH THE740 SERIES EXTERIOR hREQUIREMENTS OF THEIR �CASEMENT O o zWINDOWRESPECTIVE NOA r O J S Z 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO BEZAWNING CASEMENTFASTENED TO WINDOW,AS SHOW INDETAILS,WITH MIN.#12 X 1'SHEETFOR SINGLE UNITS: WINDOW WIf�OW METAL SCREWS.USE THE SAMEZMIN.#12 X TSMS SPACING AND QUANTITY AS THE w Q W1)DETERMINE YOUR WINDOW SIZE THROUGH FRAAAE OPPOSITE FRAME MEMBER. J O •.WAND GLASS INSTALLATION HOLES FRAMEEDASSEMBLY T 1SEMBLY 5)THE FRAME ASSEMBLY TUBE MAY �'2)KNOWING YOUR ANCHOR TYPE TUBE NOT EXCEED 62'IN LENGTH(AS USEDAND SUBSTRATE,DETERMINE MIN#12 X IN AA 63-FLANGED WINDOW)OR BE J c ' L EV ANCHOR GROUP FROM MIN.#12 X 1'SMS USED IN TEE OR CROSS TABLE 3,SHEET 4. 1'SMS 740 SERIES THROUGH CONFIGURATIONS. THROUGH CASEMENT INSTALLATION N a 3)FROM SHEETS 5•9,FIND THE INSTALLATION WINDOW HOLES 6)THE FRAME ASSEMBLY TUBE IS ® N W N q SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO a a FIND THE PRODUCTS DESIGN 740 SERIES THE SUBSTRATE.ALL EXTERIOR u n n PRESSURE FROM THE TABLE 740 SERIES FRAME JOINTS TO BE SEALED BY INSTALLER. �'^ _ LABELED'DESIGN PRESSURE CASEMENT EXTERIOR CASEMENT ASSEMBLY 740 SERIES z W m 4 a (PSFj FOR SINGLE WINDOHS,ALL WINDOW TUBE WINDOW EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, Z ANCHOR GROUPS, CASEMENT ADDITIONAL INSTALLATION ANCHORS '8 w R o 0 HORIZONTAL SECTION C-C a a WINDOW MAY NEED TO BE INSTALLED o�n o 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT _o z Z W TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT •• ••• • • • • • •• CENTERLINE.SEE TABLE BELOW. \ // DIMENSION SHOWN ON THE 1)DETERMINE EACH INDMOUAL WINDOW 7SPE,SIZE At•1�GL!� U j SEIR FI URLSS 1 d 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. �,y Anehon y4w„d ekh `��Off(LYNN Q11z TABLES. llMs aflM Ffuns Asaamh TUEe FA �.•'•�\GENSg 2)FROM SHEETS 5-9,FIND THE SHEET FOR Ydb@ GLA&:YP:. • • • ••• • 5 USING THE TABLE LABELED T• 'sY •• ••• •0 ••• • 0 ••• Width BCSO Y� No.5870ti 'WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF)FOR WNDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE' OR'DESIGN _ _ (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLYTUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. 17'-22.0 0 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 2S'?3'.#' 0 1 '�: 01 NEEDED IN THE HEAD.SILL AND FOR SIZES NOT SHOWN,ROUND UP TO TIE N%TA AVAILABLE WIDTH:R:EIGHT DIMENSION SHOWN ON THE TABLES. � 2B'+ 1 1 �ti '% 7rIT JAMBS OF YOUR WINDOW. AnthernS 4)USING THE TABLE LABELED WNDOCAAHOR:REQUIRED-(ABLE 2,SHEET 4=DE=ER@INF••THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF t<i HsIgH A B,C 8 D %�\�-••,'RUR10l'.•'�j� 6)INSTALL AS PER THE YOURWINDOW. •• • • • -• • • • • 1T-22.0 0 0 INSTRUCTIONS ON SHEET 2. 5)INSTALL AS PER THE INSTRUCT10NSg1•HEETS 2-3.NOT16 W►T ADDITIONAL ANOMORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE X25.7 A LrI161'AuLL�l4;P.E. SHEET 2),AND THAT MBH.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET} PRA 58705 ••• • • • • ••• • • ••• • • • ••• • • TABLE 2: TABLE 4: Window Anchom Required Jamb Snubber Locations PRODUCT REVISED M complying with the Florid, Window Width On) Glass Building Code under 23" 25.15116• 273Ir 30• 33.1/2' 95• P11B Acceptance No `�� •t1r3, 6 Anchor Group Anchor Group Anchor Gip Andlor Group Anchor Oroup Anchor Group AnchorGroup +;} t, i a) (Types 2,3&fL9) Diralton Delo W)a A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B GO By Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 World N011a /7 fnax.from Miem de product order�" 11th am&30' HesdISS 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 L. 3 3 3 3 Jrob 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 max O.C. 2G"15/16' HeedlStl 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 1 9 F 17 max.6orlt 17 max.faro 0) Q " imo 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 mer 83" each end&Sr each end&30' � Meed/8R 2 2 2 2 2 2 2 1 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. W �• Jamb 4 4 4 4 6 4 4 6 4 4 8 4 4 6 4 4 a 4 6 6 4 He mill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 9 3 9 4 9 •PVB'=BUTACI7 BY RARAY YAMERICA•INC. U Or 'SO'=SENTRYG Y KURARAY AMERICA,INC. d. Jamb 4 6 4 4 6 4 4 6 4 4 8 4 8 6 4 6 8 4 8 6 4 F ti HeeM892 2 2 2 2 2 2 2 2 2 3 2 3 9 2 9 3 3 3 / 3 1)USE THIS TABLE FOR CO �„ Janb 6 6 4 6 6 4 8 8 4 6 0 4 8 0 4 6 0 4 a 6 1 Ali U ALL WINDOWS PER THE H.no 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: J [/] Jsmb 8 0 Ole 8 a GIs a 8 8 0 6 8 8 8 8 8 0 a i DIMENSIONS SHOWN ARE Q mem m or It Ill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 Z 3 3 3 3 4 3 WINDOW TIP•TO-TIP. 7t rtt x LLI r .brrrh 8 8 8 6 B 8 0 9 6 8 10 8 6 10 a 6 10 6 0 10 6 ,?Xi' �X, �X�, IXI O d Y fA HesNBB 2 2 2 2 2 2 2 2 2 2 9 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT , 1 ! i i 1 / Z r ...1 LL Jamb 6 e a 0 6 6 a 10 0 8 f0 a 8 10 8 8 10 8 8 10 8 SHOWN,ROUND UP TO F. �• THE NEXT AVAILABLE .� - 0 Head/SM 2 2 2 2 2 2 2 2 2 2 9 2 2 3 2 3 3 3 3 3 3 WIDTH OR HEIGHT x V Q W = �• Jerre 8 a 6 6 10 a a 10 8 8 10 8 6 10 5 DIMENSION SHOWN ON 0 HeedIS01 2 2 2 2 2 2 2 2 2 2 3 2 2 9 2 THE TABLE. /IX; O O In (1J In z 0 a �x o O Z f7 8ZZ Q TABLE 3: t ,(1 i\ $ o D LU Z Min. Min. Anchor /Xt X X (L Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7178'ANNEALED SG L/ur0.GLASS, r ` l / 1 Y Groep Anchor Substrate Edge O.C. Embedment pale 1/4'MASONRY ANCHORS 1NT0 CONCRETE,*70%80 PSF DP REQUIRED,NO ANCHOR PLATE ( 1 O(stancs Oislame Required? , W > W LLI ..n 1/r steel Ultracon Hollow Block 1' 8' 1-1/4' No CASEMENT ANCHORS: .� •( J •-0 a` S.Pim 516" 1" 1.918' No A)FROM TABLE 8,ANCHORS C&D ALLOW A DP OF*701-90. O 111D —J --M .`o= Q A 814,steel SMS(G5) 8063-T5 Alum. 318' Sir' .050' No O « 0 V 0 0 of 614,410 SS SMS A36 Steel 31W 516' .050' No B)FOR THE JAMB.FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE t^� v `e Q' Z -8869 Stud,Or.33 318" 518' .035',20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. Q Q ', —f o' $Q V H S.Pine 516" 1' 13/8' No .�� B 612,steel SMS(05) SOM75 Alum. 318' SIB' .050 No C)FROM TABLE 2,8 ANCHORS ARE REQUIRED IN EACH JAMB. or 012,410 SS SMS A38 Steel 318' 518' .050" No -8853 Stud,Or.33 9/a" SIB' .035' Gs. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. O n 6 CaaOr. & raaN N 1M"atallJllaeon Lm4?al0pls 1 4' 1344, E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 2-1l7 1'144 No F)PER RULES ON SHEETS 2&3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 4 JO 4 x s 5 O S.Plea 518' 1" 1318' Yes TUBE SIDE OF THE AWNING(HEAD&SILL). 0" 4' 4' _Q N Al2,sled SMS(05 6063.75 Alum. 318" 518" .0713' Yes ct Z 0 or Al2,410 SS SMS Aar Steel 316• 518" .050' Yes >a 0 AM Stud.Or.33 318' 516' .045',18 Ge. Yes o z z S.Pins 518' 1' W/8" yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): 614,steel SMS(G5) 6083-75 Alum. &C 51a" .0713" Yes /p\ A)FROM TABLE 8,ANCHORS C&D ALLOW A OP OF-701-83.1. 1 or 614,410 SS SMS A36 Steel 318' 518" .050' Yager Soo • • • • •• 10.6" \�l l,l 2.8%Concrete 31. 518• .046,V4 as. Yds 68)FOR tTEbEj1RE/JND D&S NOT REQUIRE E ANCHOR PLATEill!,FROM VA131M 3.ANCHOR TYPE C HAS THE R AND 1325• ��•��NY LYNN Mi��'�: 2.85k Concrete 2-1/7 4- 1318' yes •• •TFC • • • • !� ..• CE Ns ;F�p D 1/4'steel Ullwton He*=Block 2-1f7 5' 1.114' Y ••aC)f� 4TA&j�B,�(l14(�tOAE REQUIRED 1N EACH JAMB. r1" \ "Y � � �%r:� � � Fetid Block 2-117 4" 1314' Yes No.56705 1/4'410 Be 3.35k Cownte 1' S' 1314' No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. _ �VE . _ CreteFlex Rogow Black 2•U7 S 1-1/4' No E}DISTRIBUTE ANCHORS FOLLOWING GUIDF1rJE3 FROM ELEVATION ON SHEET I. + U 3Sk Concrete 1-114' S" 13/4' •• • ••• • • 1 5118•steel Ugreoon Horow Block 1-/4 • ,•' r. : flMd Bbdr 2-1/2' S' 1314' • No • F)PERq LESQA SHEET�.It7pTAtl.1 DITpNAI ANCHOR ONEFRAME 4' 4' �(�`•'•.F[ORiDI"..•' N • aASSEV Y SIDJ F D EMENT(HEAD&SILL} sS/ .- .••. CaC � NOTES: • •• • • • • • • • 25. 20 "� 2D' 'll, NAI-E \,\\ 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSrWft. • ••• • • • 48' A.LWd4MLLE�.P.E 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. PEa ti8105 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLES PRODUCT REVISED . a 1)5/16"LAMI(1/8 AN-.09(r PVB-1/8 AN) m tomply9ng wi1111he morids Design Pressure"Q err Single Wlndowa,All Anchor Groups ih'i'aiog C°ae lrj-05(•13 4)7/8'LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090'PVB-1/8'AN) Acoeplenx No Wlnlww WKh B.'retial Date �� under 23' 28.1811W 27-W 30' 331/7 39' 97' TVB'�BUTACR BY KURARAY AMERICA,INC. By under 23' +70140 .701.00 +70140 +70130 +701.80 -70MO +7&40 Mi Miami Product 25.15/16' +M-80 +70140 +7W-00 +70140 +701410 +701.90 .70140 383/8' +70/40 +701-0 +701-00 +70110 +70140 +78/40 +70140 WINDOW 48' +70140 +70/40 +70140 +701.0 +70140 +70/40 +70/-01 HEIGHT Soya• +701.0 +70190 +701490 +701.0 +70140 +70/410 +70140.2 LLJ ~ Q 00' +7&40 *701-00 +701.0 +701-065 +70/-00.8 +701-77.7 +701-74.3 II w +7&40 +701410 +701-00 +701414.3 +701-76.8 +701-73.7 +78870.1 WINDOW t� J 71' +70140 +7014-9.2 +701-77.7 t8&-71.5 -SW 82.4 +g0/-804 +/-50.3 O 76' +70/-00 +70144.8 +701-75.7 +167.3 t/-589 +/-57.2 +/-SS.B SEE SHEETS184 FOR w WINDOW ANCHOR = U W +7&40 +7&-60.4 *7d-71.9 01&4121 N-61.2 LOCATIONS AND QUANTITIES. U) 10 0 Q Q Z_ o� _ ' O TABLE 6: <U J LL Design Pressure Lost)for Windows Attached to a Valkal Frame Assembly Tuba IX to Window Wirth UJ O under 23' 2°.15116' 27.314' 30' 33.1/2' 3S 3T z Z 0. w '^ M 04 Mdha Group Anchor Group Anchor Group Mtha Group Mtna Group Anchor Group Anchor Group � r (n A B C D A B CAD B ACRD B ACRD A B CAD B ACID B A,CAO lj IN w 0 under 23' +7&-90 .701.90 +70'-90 +7&-90 -7&-90 .TM•90 +7&-90 .70140 +701-90 +70140 .7&-00 +701.90 .701-90 +7&-90 +701-9D +701-90 +70.90 +7&-90 e Q %Z 25.15116' +TDI-90 +701.90 .TM-90 +701-90 +701-90 +7&-90 +701-90 +701-90 +7&-90 +7&-90 .7&-90 +7&•90 -M-90 +701-90 +7W.90 .7&.90 +717-90 +701-90 0 $O () Z_ 38318' +70/.90 +701-71.8 +701-90 +701-90 -70141 +7111-90 +701-00 +70J-90 +70f-00 +7000 +701-91) +701-011 -M90 +7d-90 +701-90 +701-90 +701-90 +70/80 coLU �j 48' +701-73.1 +1.573 rind-90 +701-90 +/-84.8 +79-90 .701.90 +7&Jr 0 +7&-gp +7&-87.8 +7&-90 *701-00 +7&-78.5 +70-00 +70/•90 +701.90 +7&48.9 +70/-90 Y � )- 50SIS' +149.3 -1-54.3 +70'-90 +70140 +1$1.4 +7M-90 +7M•90 +7&-90 +7&-90 +701432 +701.90 +M-90 +7&•74.0 +70/40 +7&-89.2 +7&-90 +70144-3 +701.892 Ly j (L W o0' N-58.5 +/-45.B +7&-81.7 +70/•90 ./51.8 +711.812 +7W-90 +701-75.9 +7M.90 +701.70.2 +70148.5 +70140.3. +1429 +7&40.6 +701-75.2 +701-17 +701.71.2 +7M-70.3 J >� Z gj• ./-65.7 +1.43.8 +701-00.7 +71.89.5 +/-49.3 +701-71.9 .701-90 .701.01.3 *701-90 +/.869 +70144.3 +7&•76.5 +/-599 +71-765 +701-7161+701-73.7 +1.67.6 +701-761 _] ;�(l) o0 w 'Q O � N SU FRAME J 3pp 0: kw w Q ASSEMBLY 10'mAX. --- TUBE TABLE 7• T ^ v w Design Pressure(pat for Windows Attached to a Horizontal Fame Aowd j Tune } WINDOW y,alwv $ e Window YAdM HEIGHT 8 J X ce udsr2Y 2515/18' 273/4' 30' 33112' 99' 3p WINDOW FRAME pr`"4 5 HEIGHT ASSEMBLY ilj mvi < Anchor Anchor Anther Anchor Anchor Group Anchor Gneu• ADDITIONAL Arolnr Group TUBE I I Group Group OmW Group ANCHOR '->a Y All N M A8 8 ACID A B CAD A S CAD IMS• (-4)W RED. r? z rc radar 2Y +7&40 +70140 +7&40 +7&40 +70142.1 +M.00 +70/40 t.717 +701-nj +70/40 +701.00 +701-74.3 +7&40 T ADDITIONAL SEE SHEETS 1 A 4 FOR WINDOW ANCHOR 0 Z 3 2515116' +7&-90 +70140 +70140 +70140 +701-00 +7&40 +7&481.8 +70140 +701411 +?W100 +7&40 I ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 363/8' +70140 +70140 +7&40 +7014p +70140 +70140 (4).IF REQ. 3 FOR ANY ADDITIONAL ANCHORS l / + +7 •gp m + � REQUIRED FOR THE FRAME ASSEMBLY ��ANY LYNry /�� 2-' W +7&40 +M-00 +70PW .7&-00 +7&40 +701-80 4+70140 +V411b 0+70690 +701.0 +7&40 TUBE. \ .� ...........M/� +T&4H2 WINDOW LICENS z 80416' +701.00 +70140 .7w.0 +7&40 +70140 +7&40 40 + 2 462 WIDTH P,•' F •'•.•Q 60' +7&4p .70140 .70140 -701-KS +7&40.6 +70140.8 eW-77.9 +701-F.7 170/10. •+7&-74.3 +701.71.9 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR 5C 83' +7&40 +70140 r7&40 -7&401.3 -7d-765 +7&-765 *7&-79.7 -701-73.7 +70/-70,1 +7&-70.1 +7&-70.1 LOCATIONS AND QUANTITIES.SEE SHEET NO.50705 72• -7&4q +7&47.2 -7&-77.7 .7&41.5 +601412-9 .8&d2.4 +80140.9 +B&4D.9 +/459.9 Na9.3 +1459-9 3 FOR ANY ADDRIONAL/WCHORSvT8' 70140 +7&44.8 -7&-75.7 11-W.3 +/4569 +/418.9 +/57.2 +157.2 +/495.8 +135.8 +14968 REQUIRED FOR THE FRAME ASSEMBLY TUBE. 84' +70140 +7&40.4 +701-71.3 +bol-Ml -/411.2 +1454 :��'•. S A"EO • • • • • e • • :CSS 'F<OR1DP.•'•\�� NOTES: • •• • • • c • • • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • ••• • • • A/01,1111 AaaC .`PF. 2)SFE SHEET 4 FOR SNUBBER REQUIREMENTS. P.Er dwoe ••• • • • • ••• • r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 8: PRODUCT REVISED 2)7/16"LAMI(3/16 AN-.0901'SG-3/16 AN) .complying wIlb the Florida Deep Pressure QxQ ler Single Windows.AN Anchor Groups Building Code Window WMA -SG'=SENTRYG SY KURARAY AMERICA,INC. Acecplana No�r9-f)<J 19.13 under23' 2&18116'r27-4- under 30' 33-1/7 35' 37• � Expiration Dane /1018 under 23• +901-130 +BW430 app/-130 +90/-130 +W-130 +gW-130 [1By WINDOW Mi i 1 2S-15116' *W-130 +901-130 +90!•130 +901-130 +901-130 +9W-130 HEIGHT 36316' +901-130 +901-1300 +901.130 +901-13D +901-130 +9W-130 4C +901-130 +9W-1390 +9W.13D +901-130 +9-139 +901-130 x 506W +901-130 +901-130D +901.130 +9&.130 +9W130 +901-130 _...I WINDOW Q 80' +9W-130 +9W-1300 +9W-130 +9W-130 +9-730 +901-130 WIDTH W 63• +901-130 +9W-1300 +901.130 +9W-130 +901-130 +901-129.8 SEE SHEETS 1 6 4 FOR = 77 +9W-130 +9&-1300 +901-130 +9&-129.1 +pW-122.5 +901-113.8 WINDOW ANCHOR O LOCATIONS AND QUANTITIES. W d' 76• r90(-130 +9-130 +g&-130 +9&-130 *901-124.1 +901-116.7 +9W-107.8 = t� 84' +9&-130 +901130 +9W-130 +9&•130 +901-118.4 H (n Z Q Q €� 0 LIJ r O TABLE 9: <V � LL Design Pressure(psQ for Windom Attached to a Vertical Fame Assembly Tube `o_ 0 '•U 0 WMndow Wldh Z W m M under 23' 25-1&18' 27-3/4' 3p• 331/7 35' 37' a 0 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group - U) A B C D A B CAD R A,CAD A B CAD A B CAD B A,CAD A B CAD Ij 7Z W ;;� under 23• +701.90 +701-90 +701-90 +701.90 +70190 +701-0 +701-90 +70144 +701-90 +7-90 +701-90 +70190 •7-90 .701.96 +701.90, +7&410 +7&-90 .701.90 +70190 +70140 p NZ N48' +701410 +701430 +TW40 +T&AO +701-90 +-7&-9D +7&-90 +701430 +701-901 +70/-90 .79.90 +70/490 +701-90 +701-90 +7bAD +7&410 ,701-90 «701490 +701.90 +701-90 0 160 (n Z +701-90 +701.71.8 +7&-90 +701-91) +70141 +7&AO +70/4ID +7&-90 +701-90 +701.90 +701-90 +701.90 +70130 +70140 +701-00 +70190 +701-90 +701.90 +701430 +7&430 _ W +7&-731 +1-57.3 +701.90 .701-90, +1434.8 +70140 +701-90 .70/-90 +701-90 +7&90 +70147.8 +701-90 +70190 +701-90 +701.90 .701-90 «701-90 .70140 +701438.9 �+1-09.3 +/.54.3 +701-90 +70190 +141.4 +7&-9D .70190 +701-90 +701.90 +7&40 +70)-8&2 +701-90 +70140 +701-90 +70140 +781492 +70140 +701.90 +70144.3 +70140 W ? d Z+1-45.8 +7&447 +7&40 +/51.6 +701412 .701.90 +7-75.9 +70140 +7&49.8 +701.70.2 +70790 +70140.3 .7&-78.6 +701.90 .7&-752 +70140 r7&4q +701.71.2 +7W4D W 0 Z W+155.7 +1-43.6 +70149.7 +70149.5 +/-49.3 +701-77.3 +7&90 +701.72.3 .70(40 +7&45.3 +/49.9 +7&40 +701-76.5 +701-74.9 +701-W +701-71.8 .70140 +70/-8A5 +147.8 +7&-90 J ; to p W Q O i IYW e Q •g FRAME 10"MAX ASSEMBLY TABLE 10. TUBE m Design Pressure O*Q for Windows Attached to a Horizontal Frame Assem*Tube T T- cm, 10 B T wWDOW OMmn a WNdWWldh WINDOW FRAME HEIGHT o�'- under 23' 2515116' 27574' 30' 33.07 35' 37" HEIGHT A TUBEM z m LL Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Gray WINDOW ADDITIONAL u WOO o Group Group Group Group Group Group 0 0 AI All All All B g C A 0 A B CAD A B CAD 10• WIDTH ANCHOR d x 14).IF REQ o z Z w under 23' +701.90 +701-90, •701-90 +701-90 +701-821 +701.90 +701.90 +7-78.5 +701.90 .7&901 +701-74.3 .70140 ADDITIONAL SEE SHEETS 18 4 FOR WINDOW ANCHOR o 2515118' •701.90 +70190 +701-90 +701.90 +70190 +701.90 +70148.9 +70140, .701-90 +7W.84 +700-90 +70140 ANCHOR (4),IF REQ LOCATIONS AND QUANTITIES.SEE SHEET 38.318" +701-90 +701-9D +701-901 +701.901 +70190 +701.90 +7TM-20 + - +701-90 +70140 3 FOR ANY ADDITIONAL ANCHORS \\\\ l7ll REQUIRED FOR THE FRAME ASSEMBLY �� N�LYNN Ml, , 40" .701-90 +701.90, +7&•90 +701.90 .701.90 .701-90 +701-90 4rT +761-94 +701-90 +701-90 I&RID H I TUBE. O •. CRC i 50.5/8" +71+140 +70140 +7&40 +7090 +701-90 +701.90 7 .90 +7 .90 7&4)0 +7090WIDTH F �ev .701-90 •701-93 +701.90 +7-90 +70140 +7-90 •701.94 07 +701906 +70140 +7&40 SEE SHEETS 1 6 4 FOR WINDOW ANCHOR63• .701-90 +701-90, +701.90 +701.90 +7&-90 +7&40 +70190 +7 +701-90 +701-90 +70190LOCATIONS AND QUANTITIES.SEE SHEET No.58705 3 FOR ANY ADDITIONAL ANCHORS72" .70'-907&-90 +7&•90 +701.90 +7&-90 .701-90 .7-90 *7 +70190 +71+1•90 +701.90 REQUIRED FOR THE FRAME ASSEMBLY +7&40 +701-90 +701-90 +7&•90 +TW-90 +79-90 +7 - +7 +701 . -90 +79.90 TUBE.84' +70190 +7&40 .791-90 .701.90 .7&4q •7&-� • • • • • 0 U ST TE NOTES: • •• • • • • • • • NN- 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • ••• • • • �rAlrrtlNNlMzL>-eP.E.` 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P."58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: _ TABLE 11: the a PRODUCTRBVI D 3 7/16"LAMI 3/16 HS-.090"SG-3/16 HS) es wmplying wish Ik Florida Wim Width 7)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Rm'Id�o7. 19.13 !! under23• 25-15+18' 273/4" 30" 33.1Ir 35• 3r 9)7/8"LAMI.IG:(3116"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Bxpirolton D.1e 7-918 wrier 23• +901-130 I +901.130 +90/-130 +901-130 +991-138 +901-138 +901-130 'SO'=SENTRYGLASPBY KURARAY AMERICA INC- By 25.154'8' +901.130 +901-130 +90/-130 +901-130 +90%130 +94.130 +801-130 M' Ptad�el Caotrol 38316• +901-130 +90/-130 +94-130 +94.130 +901-130 +901-130 +901-130 48• +94430 -94-13D +901-130 -901-130 +94-130 +94-130 +94-130 1 W 50.8/8' +901-13o +84-13(1 +901-130 +94-13o +BOr-130 +90/-130 +901-130 Q or N-M-1130 +901-130 +g4-138 4901-130 +94-130 +901-130 +90/•130 WINDOW HEIGHTWor +901-130 694-130 +901-130 +90%130 +94-130 +901-130 J7r +96.130 +801-190 4901-130 +80/•/30 ,901-130 4W-130 O701• +94-190 +84.130 +94-130 +84-130 494-130 4900.130 WNDOWW84' +00/-130 1 +94-130 1 +g1)/-130 +94-130 WIDTH F- LEE Z U SSHEETS 1 8 4 FOR W WINDOW ANCHOR 0 0 -s LOCATIONS AND QUANTITIES. Q Z o TABLE 12: d U O Design Pressure(psQ br W Ydows Attached to a Veit"Frame Assemdy Tube .90 O LL Q O m Window Width c`Z W under 23• 25.15116' 27-3/4' 30' 331/2' 35' 37• to 04 0- Anchor Group Anchor Group An"Group Anchor Gta p Anchor Gray Anchor Group Anchor Group A B C D A B CAD B A,CAD A B CAD A B CAD B I A,CAD A B CADtj OD Al mF under 2r +701-90 -701.9D +70140 474-0 +76-90 +701.90 +701-90 +70f-90 +701-80 +74-90 -70F.90 +76-90 +70E-90 +76-90 6701-90 674.90 674-0 674-90 +74.90 +74.90 Y +7 -90 -9 +7 .0 +790 74.90 a2&15118' +701-90 7 1 oro O 38.318' -701.90 -701-71.6 +74-90 +701-90 +70141 +701-90 +701-90 +701.90 +70/.90 +701.90 .701-90 +701.90 +701.90 +701-90 -701.90 +74-91) .701-0 -74.90 +701-90 +74.90 _ W 48" +701-731 +157.3 +701.90 +701-00 +1-64.8 +701-90 +70190 +701-90 -701-90 +701-90 +70/.87.8 +70190 .74-90 .70190 .701-91) -701-90 *701-90 .701-90 +79.88.9 4701-90 YIr 50.518' +/•89.3 +131.3 +701.90 +701.90 +/-61.4 .701-90 -7490 +101-90 +74.90 .701-90 +701.83.2 -701.91) .70/90 +7490 +701-90 +74992 +701-90 .701-90 +7494.3 .70190 j (L W C) 6v +/58.5 +1.450 +701.04.7 +701.90 +151.8 +7991-2 +701.90 -701-75.9 +76-0 +74-09.8 +701-70.2 +74-0 -701.80.3 +70/.78.8 .79-90 +701.752 +7640 -701.90 -74.712 +701.9() J O Z (� 63• +1557 *IA3.5 +701-80.7 +7489.5 +/-49.3 +701.77-3 674-90 +74-72.3 -79-90 -701.6.3 H98.9 +701-90 -701-76.5 +701-74.9 +701.90 -701-71.6 +74-91) +701.845 ./$7.8 .701-90 J m O 4(DLU Q U W o Q e FRAME e J TABLE I3: wMAX- /-ASSEMBLY TUBE T �N q Design Pressure(psQ br Windows Allached to a Hwhonld Fmma Ass4mbly Tuba TWINDOW ® a rn N N e Window Width HEIGHT n n : under Zr 25-15M8• 27314" 301 33-1/2' 35' 37" �� ASS MBLY HEIGHT 0 5 I p X01 = Anchor Anchor Anchor Anchor Anchor Anchor Anchor G AnchlorG j y T� 0Zmo.1 < Gawp Group Group Group Group Group -�L x �4 �D WINDOW ANCHOR �>a x o AN AN AN AN B A,C A D A B CAD A 8 CAD 10'MAX WD7H (4).IF REO- o Z Z w under23' -70,40 +74-0 -m-90 +79-90 +70192.1 +7940 +7&40 +701-78.5 +701-90 +701-90 -701-743 •70/-90 ADDITIONAL SEE SHEETS 1 A 4 FOR WINDOW ANCHOR 25-15/18• +74-90 •70/-0 +74-90 +701-0 +76-0 -7&-90 +701.88.8 +74-90 +701-9() +7014M +7I/-91) +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 38318' •74-90 +nygp +7490 +76-0 47440 *701-0 +71Y + - 701- + - + +70%90 (4)'IF Rte' 3 FOR ANY ADDITIONAL ANCHORS 48- •7&-90 •74-90 -79-90 -7&90 +7&-90 +7&-0 -7&-910 +701-90• -78.000 ,6010-gg •-78/-90 4700-0 wNOOw REQUIRED FOR THE FRAME ASSEMBLY \\\� N IYNN 41i TUBE. `� ,(,O,� ,z( 50518• ♦74.90 -74-90 -701-0 +76-() +70-90 +701-0 +701-0 +700 - + - +701 +)WVgg WIDTH . `�N,•.•410ENSF'•.F'P i 60' -71Y190 +74-00 +700,90 +70/-90 +70,40 +70140 +7d-A 4 +78-91)0 +]ANBD 0+701-91 -W-40 +70/-90 SEE SHEETS 1 A 4 FOR WINDOW ANCHOR 63' +7&-0 +79.90 +7&90 +74-0 +7&-1) +7&-90 +M-90 +701-90 +701-90 +701-90 +70/-90 +74.91) LOCATIONS ANDWAtLANC.SEE SHEET -fir:• N0.58705 7r +70/1!0 -7490 +70140 +7&-0 -7&-90 -74-90 -14-90 +74-0 +74-90 -701-9D *701-90 +7&-90 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY �• 78' +M-90 +ro-90 -70/190 +7690 *70,40 +701-0 -91) +701 -91) -74-90 .74-90 TUBE 'II•� /°�17 W 64' +7d1w *701-D *1x-90 •76-90 -16190 -70/-0 +• • • • • • • • -��•• S7 TE F j NOTES: • •• • • • • • • '�,S/ONAil 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 000 • ••• • • •• r Ail- 1) P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A P:E#88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IIJ FOR GLASS TYPES: TABLE 14: Design Pressure(Pap br Shrgte windows,A6 Anchor Groups 5)718"LAMI.IG:(1/8"T-7/16"AIR-1/8'AN-.090"PVB-118"AN) mR .,Oyr gwith" B ildiag odwith ttw Flaldr 'PVB'=BUTACIT BY KURARAY AMERICA,INC. Buildin8��5�OS1q.13 WIRdowWidth AcmPtana IDOL 2T 26-15/16' 273/4' 30' 334!2' 35' 3T Ba'retlon Date Oder 2r +70140 +74.90 +701-00 +70140 .7x-00 +70140 +701-00 B' Miam Product 25.15118' +ro-00 +70140 +70140 +701-00 +701-00 +701-00 +70140 363/S +M-90 +701-00 +701-00 +701.90 +701-00 +70140 +701.90 4B' +ro4o +ro4o +ro4o +ro4o +70140 +ro4o +ro40 - 50.68• +ro4o +701-00 +701-00 +70140 +701-00 +701.00 +70140 LL( w +7&140 +ro.90 +701-00 +ro4o +ro4o *ro-0e.6 .7x-84.8 HANG LT•) HEIGHT = B3' +70140 +7&40 +701-00 +701-00 +701.67.2 +701-64 +70179.9 tJ) 6 72' +70(40 +70140 +701-08.5 +701.81.5 +8x70 +e&189.4 +8&1$7.6 to 't 78' +ro4o +70140 +701-08.3 +7aa6.7 +80/47.2 +801-06.2 +80183.3 WINDOW 0- 84' +701-90 +70140 +701-01.3 +801.70 +80181.8 FFF}--- cTj SEE SHEETS 1&4 FOR ui .g WINDOW ANCHOR Z Z o` LOCATIONS AND QUANTITIES. Q J TABLE 15: Cn ' Dmign Pressure(pap br Windows Attached to a Varttoel Fame Asseft*Tube V O m LL Window WIft Q 0 under 23• 25./5/18' 273/4' 30' 33-1fr 35' 3T Z W W DO Anchor Group Anchor Group Anchor Group Anchor Group AnohorGro1p Anchor Group Anchor Group N (L Q A B C D A B C&D B A,C&D A B C&D A B C&D B A.0&D B A,C&D a- N under 23' +70/-00 +70140 +70140 +7&40 00 Lu +ro-90 +70%90 +701-00 +701-00 +701-00 +70140 +70140 +70140 +70.90 +7d4o +701-00 +70/40 +7&-00 +701-00 +70(40 N O � Q �Z 25.15/18' +7014D +70140 +701-00 +701-00 +7x-90 +70/40 +701-90 +70140 +70140 +7440 +70140 +7&40 +70140 +701-00 +7440 +70MO +70140 +701-00 +7440 0�0 Q Z 38-316' +701.90 +70171.6 +70140 +7x40 +70141 +70140 +701-00 +701-W +70/40 .70140 +70140 .7&40 +70140 .70140 +ro4o +701-00 +70140 +70140 +70140 o 9- N _ 48' +701.73.1 +/87.3 +7440 .70140 +144.8 +ro40 +701-00 +70140 +701-90 +70140 +70147.8 +7440 +701.90 +701-76.8 +7440 +7440 +701-00 +ro8&9 .74-00 w 50-076' +/.89.3 4!-04.3 +7&40 +701-00 +/41.4 +701.90 +ro-0o +ro-eD +701-00 +701-00 +7.-03.2 +701-00 +701.60 +70904.8 +ro-0o •7&49.2 +7440 +701-04.3 +7440 � � F- 6g' +/86.6 +/.45.8 +701-04.7 +70140 +/81.6 +701.812 +7&40 +701 75.9 +70/-00 +70149.6 +Td-70.2 +701-00 +7440.3 +/42.0 +701-00 +7&-75.2 +7014&8 .7x•71.2 +7a4/.e W � W 6r +/85.7 +1-43A +701-00.7 +7449.6 +149.3 +%77.3 +ro4o +101-72 9 +701 90 +7x-06.3 +/88.9 +701-00 +7x78.5 M89A *701-07.2 +701 71.8 +7444 4!47.8 +ro-79.9 J O Z J CO u� W 8Q FRAME $ m O 4In (n U 10'MA%. -� ASSEMBLY e J "IJJ yQ .c TABLE 18T !.� WNOOW wP a N Design Pursue(pap br Windows Attached to a Horizontal Frame Assen"Tum HEIGHT Y v m N ro rnNn a. Window Width udar29' 25-1516' 27-0/4' 90' 311!2• 9S 3T 90640090 ASSEMFRAME I WINDOW ADDITIONAL Z W HEIGHT ASSEMBLY -4 W� ANCHOR xu v_i a Anchor Anchor Anchor Anchor Anchor Group Anchor Gray AnchorGrolp TUBE (4),IF RED, Gray Gray Grail Grow '->a z AN A8 A0 AO B A,C&D A 8 C&0 A 3 C&D 10•MAX. SEE SHEETS 1 D 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET o Z Z u under 23' +7440 +70140 +701-00 +7W40 +7&-02.1 +701-00 +7x40 +701-78.5 •70/40 +70140 +701-74.3 +70140 3 FOR ANY ADDITIONAL ANCHORS u ADDITIONA. REQUIRED FOR THE FRAME ASSEMBLY 25-15118' +70140 +7&.90 +70140 aro-90 +70/40 +701-00 +70188.8 +7x-90 +70140 +70144 +70140 +70140 ANCHOR TUBE. 363!6' +70190 +70140 +74-00 +7x40 +701-00 M.-00 +701.90• +701 + -00 ro +701-00 (4).IF REO. � � x `�`� w(LYNN..WINDOW . ��i� O 48` +70140 .7440 +7x.w +70140 +70140 +70140 +70140• +7440 +70888 •+7M40• •70110 +701-00 p�,•..-' ..CF` i 50616' *7440 +701-00 +70140 +701-00 +7440 +701.90 +701.90 7x + + -00 7x +70140 -+� WIDTH �+ �`T 1GENSE '. R g 80' •7940 +70/40 +70140 +70140 +701-00 +70140 +7x48.1 +701-884 +7&!DB +80144.8 4M4MA +7444.8 - SEE SHEETS 1 6 4 FOR WINDOW ANCHOR 140-58705 63' +70140 +701-00 +701-00 .70140 +7447.2 +70/47.2 +70/44 +70/84 +70/-04 +701-79.9 +701-79.9 +7x-79.9 LOCATIONS AND QUANTITIES.SEE SHEET m: - 72' +701.90 +701 *7014MS +70141.6 +601-70 +001-70 +8.89.4 +0&49.4 .8x-0.4 +6x47.0 +6x47.8 +6x47.6 3 FOR ANY ADDITIONAL ANCHORS JTI: J_ 78• +7&-00 +701-00 +701-0&3 +701-78.7 +8x472 +6x87.2 .B0( .2 .2 +601 2 83.3 •03.3 +80/-03.9 REQUIRED FOR THE FRAME ASSEMBLY TUBE. "O I•1+70140 +701-00 +7&-01.3 +801-70 +80/81.8 +6441.8 • • • • + • • • • f C � NOTES: • •• • • • • • • • r r)hlp\ �� 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • ••• • • • rArtYNH N141€A`bF. PE.N 58705 211 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. i ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE I7: PRODUCT REVISED a tAslpn Preaaus(psQ 1or 81n81s Wndowa Aa Anchor Groupe 6)7/8"LAMI.1G:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) or o plyM9.w1h the Flalde 8)7/8"LAMI.1G: 3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN AuptsCoAo WMow Width ) Acceptance N4?--- .. Bx blionoder 23' 25.15/i' 21.XV 30' 331/2' 35' 3T' 'SG'=SENTRYGL BY KURARAYAMERWA INC. Byoder 2Y t9d-130 *90/-130 +90/-130 +80/-130 +90/-130 ♦W-130 +90/-130 miMirard oda25-15/19' +90/-130 +94-130 +90/-130 +90/-130 +90/-130 +94-130 +90/-130 ff4r -W-130 -130 +94-130 +W-130 +94-130 +90/-130 +94-130 +94-130 -130 +90/-190 +94-1W +901-130 *90/430 +94-130 +94-130 -x- -130 +94-130 +94-130 +901-190 *90/-130 +90/-130 +901-130 TW-130 +94-130 +94.130 +901-130 +90/-130 .901-130 +901.130 WINDOW W-130 +94-130 +90/.130 +94-130 ♦94-130 +901-130 +90/-130HEIGHT-190 +94-190 -90/-130 +g0/-13D -130 +94-12-9.8 *801/-115.7 L O -130 +84.130 +DW-130 +901-130 +90/-1282 +84-11&7 1114-109.8 WINDOW d.130 +W-130 +90/-130 +901-130 +1101-118.4 WIDTH Z U SEE SHEETS 1 8 4 FOR LLI a6 c r WNDOWANCHOR 0 C7 u LOCATIONS AND QUANTITIES. z Z o r TABLE 18: Y V J O r Design Pressure WQ for Whulows Attached to a Vertical Frame Assembly Tube ;°_0 0 Q tl M Window Width Z W ~ ::Q under 23' 2515116' 27-314' 311' 31V2" 35 37' 04 d W '^O Anchor(Troup Anchor Group Andur Group Anchor Group Antler Group Anchor Grail Anchor Group "�-- (n Tn A B C D A B CAD 8 CAD A B CAD A B CAD B ACRD A B CAD CSD LLI g f.. under 23' «701.90 +74.90 +701-90 +701.90 +701.90 +701-90 +70.90 +74.90 A+70t-90 +701-90 +74-90 +701-90 +74-90 +701.90 +74.90 «74.90 +7490 +70f-90 *701-90 +70/-90 .. Y = 0 w Z r 2515110' +701.90 +70/-90 +701.90 +701-90 +74-90 +70.90 +701-90 +70190 +701-90 +74.90 +701-90 +74.90 -701-90 +701-90 +701-90 +7490 +74.90 +701.90 +70/-90 +701-90 $O o'O Tn Z 39318' +70.90 +.74.71.6 +74.90 +701-90 +74-61 +701-90 +14.90 +7490 +7490 +74-90 ♦701-90 +74.90 +74.90 +74,90 +701-90 +74.90 +74-90 «74.90 +74.90 ♦70/-90 co 48" 701-73.1 •137.3 +Td-90 +74,90 *184.8 +74-90 +70/.90 ♦701-90 +701.90 +74-90 +70/-87.8 +70/-90 +74.90 +70/-9D +701-90 +74-90 +749D +701-90 +74.88.9 +74.90 Y E 505/8' •189.3 +131.3 «70140 +70/-90 +/-61.4 +70/-90 +74-00 +701-90 +701.90 +74-90 +74.83.2 +701-90 +70190 +701.90 +701-9D ♦74-09.2 +70140 +701-90 +74.84.3 +70.90 0. W 80' *1-58.5 +1.45.8 +701-K7 +70.90 -/-51.8 +70131.2 +70190 *701-759 +74.90 +701-89.8 +74.70.2 +74.90 +70/-80.3 +74-i8.8 +701-90 +70-75.2 +74.90 «74.90 +701-71.2 +74.90 J 0 Z +7488.7 +74.89.5 *l-49.3 +701-77.3 +701-90 +701.72.9 1701-90 +7435.9 *188.9 +70190 +70/-76.5 ♦74-74.9 +'for +70/-71.8 +701-9D *74-985 *187.8 +Td-90 J fn o W 'Q W (1) rQ FRAME £ 0 0 rn 10'MAX -�-I ASSEMBLY TUBE TABLE 19: � ��OrN N Design Pressure(PKl fur Wedowa Attached to a Horizontal Frame Assembly Tube WINDOW "> n 4 e Widow Width HEIGHT o 4 WINDOW FRAME Z x,6 +_- uder23' 25-15118' 27314' 30' 33.1/2' 35' 97' HEIGHT ASSEMBLY �I I =�m,d 'a Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group TUB WINDOW p I'� ANCHOR o>M o 0 Group Group Group Group Group Group 10.M4X. (4).IF REG. o Z Z w A9 NI A11 AB B A,C A D A B CAD A B C A D SEE SHEETS 1 A 4 FOR WINDOW ANCHOR oder 23' +70-90 +70-00 +70-00 +74-00 +70182.1 +74-90 *70180 +70-78.6 +70140 +74-00 +74-74.3 +70180 F ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 25.15/18' +74-00 +7490 +70-00 +70140 +70/40 +74-go +7488. 41Id-� 4,7** 0+70/#• +74-00 �� 3 FOR ANY FOR THE FR ANCHORS *1 LYNN (4)•IF REQ. REQUIRED FOR THE FRAME ASSEMBLY �� pN ...... J5-/ 38318' +70-00 +74-00 +74-00 +74-00 +74-90 +74-00 +74-04 +74-00• t7Qh0D + •+7 +701-W TUBE. �� << i 1,10ENS 4 48' +7490 +70-00 +70190 *7490 +70140 ♦701.811 +70190 +7480• 4p4-s0 +1b-9S •+70.88 +74-00 I WINDOW Q•. F •.9 50518' +74-00 +74-911 r7d-BO +74-00 +701.90 +74-90 +74-94 +TOS• *7� r •+7 *74-00 -"'1 WIDTH 13'.• •'T'C 801 +701-00 +74-00 +70190 +7090 +701-90 +70.90 *7440 +70(40 +701-00 +701-90 +701-0 +74.90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR = No.58705 83' +74-00 +74-00 +701-00 +70-00 +74-00 +70-90 +701-00 +70-90 +70140 +701-00 +701.90 +71Y-90 LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS b ' 72' +74-00 +701-00 +701.90 +74-00 +74-00 +74-00 +M-40 +70-00 +74-00 +70-00 +70/-00 +74-00 REQUIRED FOR THE FRAME ASSEMBLY %I� 78' +70140 +74-00 ♦70190 +701-00 +7480 +M-w +7011-04 401 +70/ + 40 ♦ -90 74-90 TUBE. !7�•. ` 84' +701-00 +70410 +74.90 +70/-00 +M1 110 +74-80 • • • • • • • • �CCS'•.'�fORIDP,.•'Cj NDTES: • .• . • • . • • • '',./,ONAL 00 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • ••• • • • A.1141"(.(59705,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.aaa70e ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T 20: 1 —+i 1.124'+•f-- Item f>Mrp.# Description Material ASSEMBLY DETAILS .062• 1 1 70M Main Frame Head,Sill&lamb 6063.76 Alum. NOM' 434' 8083-78 Alum ALL DETAILS SHOWN FROM THE INTERIOR 2.01W •126' 2 7071 Anchor Plate 3 7003 Sash Top,Bottom&Side Rall MM-76 Alum .439' 2.701' 4 70M Frame Comer KeSteal NOM 5 7009 Sash Comer Key Steel 3 1.159• .987 6 7078 Frame Gasket Vicryl Foam I 2.139• 7 7072 Sash Comer Gasket Vinyl Foam #� 2.784• .093" 8 7070 Bulb Weetherstrl .187"x.275" Fla PVC 70 10 7024 Maxim Multl-PoIntLock Steel SASH O FRAME HEAD, O SASH TOP, 71 FRAME 11 70¢6 Lock Su ort Plate Sled SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER CORNERS #7002,6083-TB #7003,8083-7"8 #7004,6063-7"6 i13 7013 Tie flarGufde Nylon TABLE 3,SHEET 4 2 1 I 14 7015 Tie BarAssembly Slew or 88 000 2203" b 1.358' �— L� 15 7023 Maxim ed Operator,W W44C Steel � I� I_ 16 7027 Maxim Dual Ann Q erator,WW>24" Steel 040' 1000" S� 441' 1 17 7000 Operator Vinyl Foam torGasket 7 .423' --� . " " 18 7031 Operator BackinPlate Steal .095" � 19 7051 Operator Spacer Block Nylon 3 FIXED 20 7032 Stud Bracket Steel O ANCHOR PLATE 60 SCREEN FRAME 70 ADDON FLANGE 21 7033 Operator Track&Slider Dual Arm Steel 2 #7071,6063-T6 #7006,8063-76 #134,6063-TS 22 7023 1 Egress Hinge(Heavy Duty) Manuf.by Truth Stew 23 7050 EgressHinge/Washable HD Manuf.byTruth Steel 6 24 Snubber Anti-blowout Clip Sled �7pg"� 31 Dura Sew Spacer Steel 0w —4— I .523' 32 1713 setting Block 32'x 16'x 1-114" EPDM 050• 33 1714 Setting Block 5[32"x 7/16"x 1- 4' EPDM 1 85 .885 r •985' 35 7036 Laml Bead B 6063.7"6 Alum. 6_T 6 L 7 36 7042Lam{Bead C 60tH-76 Alum. 37 7059 tams Bead D 6053-TB Alum. 1 O BEAD B 36 BEAD C 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 35 #7036,6063-T6 #7042,6063-T6 39 1225 Vinyl Bulb Wstp(Thin) Flex PVC 70 50 Dow 899SillconBadkbeddin INTERIOR --��{{ 60 7006 Screen Frame 3105-H14 Alum. .172' 61 7040 Screen Comer Key Polypropdaoe %� 6 62 Screen doth Fiberolass 63 MaS Screen Spline EM.PVC 4 .870' 050- 64 1 320 IScreen Spring Stainless Steil 70 1 134Add-on Fla a 8083-76 Alum. FRAME }-- .589 71 1 7004 Frame Assy Tube W83-TO Alum. BEAD D ISED Bo #8-322 2"Ph.Pn.Mach.Scr TYPE 8 Slwweae clad CORNERS 37 #7059,6063-T6 PRODUCT pyi RwahkhoFlsrwa prlas 81 1 1157 INS x 1/2"Ph.Pn.SMS Stainless Stew gg mudding Code q-0 82 1 I#gx 5/8"Fl.Ph.SMS Stainless Stew •• ••• • • • • 11 I I I I i r i r A IreP len ll� Revised By: Owe: Revision B: 83 1 1#8 K 7/9"S.Ph.SMS stainless Sled • • ••• • • • � 84 #8xV A.Ph.TEK Stainless Sted • •• • • • t •r,;t j'�LGCNSC''•,F9 . ade Pmd•cl' 85 #Bz 1'QNad Pn SMS Stainless Steel • • • • a • v`z;' • it Revised By: Dole: Revision w Staining Steel •• ••• •• • • �',•'6 ido.56705 _ NO CHANGE THIS SHEET 96 #8 X 1- 2"Quad Pn SMs _ LM 5!15115 87 #SOx 11r Ph.Pn./TEK Stainless Steel = Down By: 89 #10-24 x 916"Ph.Pn.TYPE F Stainless Slaw a Descriptio": ;� '7 [+ lS BOM AND CORNER VIEWS J ROSOWSKI 90 #12x 1"Ph.Pn.TEK Stainless Sled • ••• • ••• �' �T,F F /;1; • • • • •• '0'�� '•.!r(`,R10P.•• ��\: 1070 TECHNOLOGY DRIVE Title: F �c� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 •i i• • •• i • • •iii Oa1A1 F�` 529 NOKOMISOFLt34274 SerieslModeLsew": meek: O o"n#No. RN: ••• • ••• • • A yNNIMILLER.RE PE#66705 CERT. OF At1TH. 129296 CA-740 NTS 100E 10 MD-CA740-LM A ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidadtgov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DE SCRIPTION: one.-DESCRIPTION:Series"IM-71011 Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15,prepared by manufact*w#,.signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Cq ttlol RevMmv stamp•••• • with the Notice of Acceptance number and expiration date by the Miami-Dade ebunty Prodfletefpntrol •• ...... ...... Section. •• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. .... .. ;•••• LABELING: Each unit shall bear a permanent label with the manufacturer's n"e•or logo, citf;state,••••• . . model/series, and following statement: "Miami-Dade County Product Control AppftyW, unldS *4h§rwise••••• noted herein. • RENEWAL of this NOA shall be considered after a renewal application has bee4 filtd:%nd tbere hgs been••••;• no change in the applicable building code negatively affecting the performance of this product. :••••• 00000* TERMINATION of this NOA will occur after the expiration date or if there has Mtn ifrevisiph(rghange• • in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eth$ordbment of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.09 C-DADECOMExpirationDate: December 21,2021 ...E. , Approval Date:.July 09 2015 I Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NDA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC;TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. •••• (Submitted under NOA No.06-0405.06) "" ""•• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 • ...... .. . ...... 2)Uniform Static Air Pressure Test,Loading per.FRC TAS 2Q-94 • 3) Water Resistance Test,per FBC,TAS 202-94 ... . ..4) Large Missile Impact Test per FBC, TAS 201•-9d• •• ••••• 5) Cyclic Wind Pressure Loading per FBC,TAS 203:94 ••`•• 6)Forced Entry Test,per FBC 2411.3.2.1,TAI, (QUA-24 •• """ along with marked-up drawings and installation diagram of an XOX alumiyum •••;; horizontal sliding window,prepared by Fenestration Testing L$boratory,IM;Tett Report No. FTL-4859,dated 03/08/06, signed and sealed by Edittundo Largaespgda, • P.E. .. (Submitted under NOA No. 06-0405.06) v Manuel Pre ,P.E. Product Control Baminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of confon nance, complying with FBC-5th Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory, Inc.,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted tinder NDA No. 07-0815.09) 00000 4. Laboratory compliance letter for Test Reports No..FTL-4858:and'IiTL-4M,•issued••••;• by Fenestration Testing Laboratory, Inc., dated 03/08/06, •"ie a and•'eatad by•.0 Edmundo Largaespada,P.E. 060.96 0 000.. (Submitted under NOA No. 06-0405.06) •••• •• 9 0 0000 . .. 0000. G. OTHERS Acceptance No. 11-1114.04 issued to PGT Industri o t eir S 1. Notice of Acceeries" p �9tx6k "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approW:i on Q2/16112 anq.0 expiring on 12/21/16. 0000.. . . 0000.. Man ei P e ,P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-2 . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW Pvr_ 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A*TEMPERED GLASS CAP,•• • ••• KURARAY BUTACITE • • • • • • • •• • PVB INTERLAYER or A.6/18'LAYY CONSISTMKi OF(2)LITES OF 118'ANNEALED GLASS WITH A.090'"PVB'INTERLAYER. i i ••9 • •• •• • • •• • N • • • • • SAFLEX PVB INTERLAYER BY • B.5116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH44.090IIPVB'INTC%AYE$. • • ••• EASTMAN CHEMICAL COMPANY C.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. D.7/18'LANK CONSISTING OF(2)LITES OF 3/18'ANNEALED GLASS WITH A.090"PVIr INTERLAYER •• • • • •• s•• •• E.T/18"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AF.p90 'IJTEDLA:FFt •• • • • • • • • • : : NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. •• • • • • • ••• •• SHEET G.13/16"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 318"AIR SPACE AND 5/16'LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090'"PVB"INTERLAYER GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/16"LAMI K3:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5116'OR 318'AIR SPACE AND 5/16'LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATIONSVERT. pSECTINS .............5 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. HORIZ.SECTIONS............5 1.13116'LAMI IG:(1)LITE OF 118'OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 318'AIR SPACE AND 5/16"LAMI PARTS LISTEXTRUSIONSAS........_..........8 CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. CORNER DETAIL..............7 IL..............5 J.13fl6"LAMI IG:(1)LITE OF UB"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7116"LAMI ANCHORAGE....................8-11 CONSISTING OF(2)LITES OF 3/16'ANNEALED GLASS WITH A.090""PVB"INTERLAYER. K.13116'LAMI IG:(1)LITE OF 118"OR 3/16'ANNEALED(MIN.)GLASS,3/16"OR 114"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. L.13/16"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. QF B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. . Plyi 8 ftfREVh tm Amms u coreNYi^Y pudding Co4e 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Accept99te No O Ex irelion Date 7.REFERENCES:TEST REPORTS FTL-4858,FTL4859 AND FTL-5330. Dy ELCO TEXTRON NOAS Mian' rodu5t Q ANSUAF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANE ZONE(HVHZ). / D LYNN,6414((c 'vNGE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NSC i 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE •. P `$r: 14".58705 P.rWr �P ••. STATE'oF `w` LIAR 1 5HM15 1-F�15M EDITION eMy F9CUPDMTE GENERAL NOTES O,o•... FLoato?.•• C�•; R.ww1070 TECHNOLOGY DANE ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ",,"SSI �.L�, ✓1 10ry7Hf E F602Df0 CODE CHAHDE N.VENICE.FL 34275 // �N� OYYPD.69X 1529 ,LR. 62071 D ADDEDb CAP T17 BE TEMPERED +90FTNOTE. •.Y.n•e A.i`IP.EMSLIEh1.�.E o..� orR NOXOL+Is,R s4zra Vtrrbh��' w4Tfo NTS �1 • 1 f 4127-10 F P.E x 597os F✓G ?x1&478J.J. 9!2808 .. .. .0 .9. .. .. . . • . . . . . . . . "PVB"= KURARAY BUTACITE • • • ••• • •• PVB INTERLAYER • • • • • • • • •• • or • • • • • • • 914FLEX PVB INTERLAYER BY • • • • • • • THAN CHEMICAL COMPANY 21 `� 21 56 0 see • • • •• ••• ••a EXTERIOR INTERIOR 53 12"NOM. 55 GLOSS 0 0 0 0 0• •• (ALL SECTIONS) GLASS BITE • • •• • • s • • • • • • 51 60,61,62 51 63,64,65 118'ANNEALED OR HEAT STRENGTHENED GLASS 3M6"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 6116"NOM. 7118"LAMINATED 5/1W LAMINATED GLASS 7/18"LAMINATED GLASS 21 50 21 50 112"NOM. 112"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 PRODUCT R8m m plying wilt the Pbridav13ED 66,67,68,69,70,71 72,73,74,75,76,77 Bnilaittg code Aeoeptmce No 15-0 1�2 or.1 1/6'ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS ration Date 090 PVB INTERLAYER .090 PVB INTERLAYER By 1/8'ANNEALED HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS Mimi eda roducl n 5M6'LAMINATED 7118"LAMINATED 3/ 5116"OR 3/8'AIR SPACE 16"OR U4'AIR SPACE 1/8"OR 3116"ANNEALED OR TEMPERED GLASS—A118"or 3/16'ANNEALED OR TEMPERED GLASS Qp 1 13/18"NOM. 3116"NOM. `� 13/16"LAMI IG GLASS W/5/16"LAMI 13116"LAMI IG GLASS W/7/16"LAMI LYtJN zr No.58705 AFOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. RE'VISEDMITERLAYERAfAN1IFACTI/RER STATE ui sn�n6 F GLAZING DETAILS U� FLOR\vP• c�`,; 1070 TECHNOLOGY DRIVE J.J. uw>•nti' E MDCiNNOETHIS SHEET N.VENICE. PA.807(15]8 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JR B/TM11 D ADDED IO GAP70 BETEMPERED +90FTIQOTE ar�rrc a — ^""+'� "" AL1itSN�A1111 ,\P.E ar.."y: a� NO1 tOh1�' yM174 Visibly BenQ' NRR FUII 2 + 11 x[127-10 F P.E/aeras FX. ?2&06 JJ. S29A)B . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TABLE 1. XOX(1/4,1!2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FII VMQA W$Wi SAID DIAARE ti'SM-LER) WINDOW GLASS WINDOW HEIGHT • • • • • • • • •• WIDTH TYPE '�" 36" 38318- 1 8 S/S" 48" 50 618" • • •5#' • •80" • 88" Be A,B,G,H +60.0 X0.0 +60.0 -60.0 +60.0 X0.0 +60.0 .60.0 +60.0 -60.0 +60.0 •60.0 +60.0 I -60.0 +60.0 ; -60.0 Q D 96" A,B,G,H +60.0 •60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.01 -60.0 +60.0 •60.0 +58.8 -56.8 +56.2 i -56.2 FOR INSTALLATION IN 108 318" A,B,G,H +60.0 •60.0 +60.0 1 -60.0 +60.0 .60.0 +60.0 •60.0 +60.0 10.0 *O -1.0• t5 .2 t .3 ; -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 I 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 + .0• tr54.B.• .6 +51e7 -51.7 L S GLASS TYPES G- L SHALL AVE A 111" A,B,G,H +60.0 •80.0 +60.0 , 80.0 +60.0 80.0 +60.0 -60.0 +60.0 ' -60.0 +59.5 19.5 +53M -580 460.9 -50.9 TAMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 = LE AND ANCHOR E,F, UNCHANGEDQUANTrTY .U►TO 111" +75.0 75.0 J,K L TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 83" WIDTH TYPE A,B,C, TO 88 7119" G,H,I +60.0 -60.0 TO 86 7116" D KL' +75.0 -75.0 TABLE 3. XX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38 318" 48" 50518-- 54" 80" 83" 80" i A,B,G,H +75.0 -75.0 +75.0 I -75.0 +75.0 75.0 +75.0 -76.0 1 +75.0 ; -75.0 +75.0 1 -75.0 4775.0 ;- -75.0 +75.0 ' -75.0 88" A,B,G,H +75.0 -75.0 +75.0 ' -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 { -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 i -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 I -65.2 ratwucrtx�vlseD a cw 0 n°6 wia the Flmide 7+P A,B,G,H +754 75.0 +75.0 -75.0 +75.0 I -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 68.1 +63.8 i -63.8 A °r,°8 ° Iry-051�1.Oq talhn Dme 20 1 C,D,E,F, +75.0 ' -75.0 UP TO 74" I,J,K,L �mll- GLASS TYPES;TEST REPORT FTL4858(ADX),FTL4859(OX&XO)AND FTL1330 A.8118'LAMI-('I/8"A,.090,118"A) G.13116"LAMI IG-1/8"OR 3/16"A(MIN.),5✓16"OR 3/8"AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,1/8"HS) H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),6/16"OR 3/8"AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) C.5/16"LAMI-(1/8"HS,.090,118"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8 AIR SPACE,5/16"LAMI-(1/8 HS,.090,1/8!IIS) `•��o?�\oYNS��1�� D.7/16"LAIM-(3118"A,.090,3116*A) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16"A) F ' E.7/16"LAMI-(3/16"A,.090.3/16-HS) K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) = '7 No.solos F.7/16"LAMI-(3116"HS,.090,3116"HS) L.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"HS,.090,3116"HS) - �dl tx= °ter•: :-o.: ' 4 /9 w, gat &7U16 F NO CFfAMOE Tills SHEEa DESIGN PRESSURES =1'p STA e r ,o7oTECHNOLOGY 34275ve ,.� ',��.''•.,FLORtOP..•'�\ J.J. 11W7/77 E NO ClIAlJGE7NIS BNEET N.VENICE.FL 34x75 \ """," r.o.aox tsar ALUM.HORIZONTAL ROLLER WINDOW,IMPACT /o - JA erm►1 O AWED +80FlNo7E. r.rrre .".� •�••� •.yaw "'° r� p} 0-or.. tre NMONS 834274 Vbi*Batter HR710 NTS 3 d 11 4127-10 F A L r.E. 6e A.t FX =2 M J-( &2MV . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 27 3/6„ 27 3/8' 27 3/8" --+ MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO MAX.DLO VENT • •VENT • •• FIXED• •• p D • B I B B B 00 0 • • 00 0041 • • 4141 • • • • 4141 • / / / • • • • 4141 • / ••0% 0.0 • •�0 4141 / x O X X O X �� —857/16"MAX.WIDTH I.F.FRAME 110'MAX.WIDTH I.F.FRAME �i� 7/16'MAX.WIDTH FLANGE FRAME II'� 111'MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-114) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16"MAX. 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT OR 1F I 63"MAX. AT HEAND AND SILL GASKET FLANGE A I A ALL FRAME 15 " CONFIG. 56 57 3/8' MAX, MAX. 15 I.F.FRAME PRODUCE REVISED DLO ALL as c apjyin$with the Florida DLO ALL VENTS _� Build ngCodo 56 FIXED / / 62"MAX. LITES I I.F.FRAME B pint on DNe ALL Dy I — CONFIG. Afumi Product I 1 13 FLANGE FRAME CNV LYNN .......... C �.•'•�\GENS�c•'•�'P i r. 73"MAX.WIDTH I.F.FRAME�I VIEW D-D sc 74"MAX.WIDTH FLANGE FRAME—�I No.58705 (FRAME CORNER CONSTRUCTION) �• DETAIL A-OX OR XO ;-�'.� � Wi IS 'U.i_ ., oNR STATE OF <v; u,. a✓urrs F arocrrarvoE7►dSs1 Er P ..�. ELEVATIONS =n • nuc 1070 TECHNOLOGY RIVE (ORiDP.••(��\: id. 10/17/11 E NO c YHIS S rtE7 N.VENICE,FL 3427 ALUM.HORIZONTAL ROLLER WINDOW IMPACT r.R dv"Allm o NoCtbV "NS SHEET P.o.eox,62s � n.",.N, ,,� /nt lAM Oslo — NOKOMIS,FL 34274 HW10 NTS I A',4FM M1L'LE1L PE FJC P/YBW J.J. 323W8 +11 4127-10 F P.Ei 60705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . INTERIOR 37 32 35 22 39 1 2216 Lam' • • • • • • • • • • • • • Q 2 13 EXTERIOR INTERIOR •• • • • ••• •• • • 21 MAX.VENT DLO MAiC. Ea DW :4•• • • MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX, INTERIOR 17 35 32 37 39 HEIGHT FLANGE FRAME MAX "E"T q 1s DLO MAX. FIXED DLO MAX.FIXED DLO MAX.VENT DLO 43 22 f.r MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 PRODUCT REVISED CINTERIOR complying wilh the Rmids �A'..�g—No8EXTERIOR 12 Miami PfobleCCo 7 EXTERIOR INTERIOR l l n I LYNN �1�1" r,C N 3 ,fes 42 '�f No.50705 10 SECTION C-C SILL HEAD _ _ (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) !.;•, .7 IS (r ` •?- STA GO J� L.M. 5H4/15 F NO CHANGE TM SHEET SECTIONS �� • <toRloH " �� +- y� •„yam f070TECHNOLOGYDRNE dl �yf7„f E fiOCM4NGE TIM 7 N.VENICE.FL3x275 ALUM.HORIZONTAL ROLLER WINDOW IMPACT ttC��NA��-� J.R 92411 D NO CH4NQETINS SET P.O.•Ox 7520 y„ pr„ •ine pN. A.LTlN�(r,cR P.E. oJ.1t o2 rJ Li Ow MOKOMIS,FL 34271 Vuiblj Btccer Mt7f0 He/f 5 '�� 4127-10 F REJ 50705 F.K. 7/l9A)9 J.J. 323479 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . IF G#IDy DESCRIPTION MAIL PGT# mm DWG#REV DESCRIPTION MAT'L PGr# 02 A FLANGEFRAMEHEAD 6063-TEAL 612237 66 SS 13/16"LAMI IGU8"A .,3/8"AIR SPA 5/16'LAMI(1/8"A..090PVB 1/8"A 25 SASH STOP STD. ANTI IJFT CLIP) 6063 TS AL 612244 67 13/1 "t M la/8"A 3P8e IR SP 5/1 2 XM! I/8"A .090 PVB INNS #8 X 3/4 PH.PAN HEAD 7834AA 68 " 13/19'LAMI I&I/8"M 3/8bAIR4PACK 5/1N 4 AMI(I/8"HS,.090PVB,.I/ A 53 SASH STOP COVER SASH STOP) 6063T5 AL 69 13/1 'L M 16"A 16"AIR SP 5 6" M[(V8"A,.090PVB,1/8"A) 36 FIANGEFRAMESIIL 6063-T6 AL 64136 70 " 13/16"tAMI163/16"A .),!/l6"AIKSlAUK5/le"LAMI(1/8"A,.090PVB,1/8"HS) Q 37 SILL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8'HS,.090 PVB,1/8-HS) p 31 ROLLERTRACK 6063-T6 AL 64131 72 " 13/16"LAMI IG-118"A IN. 1/4"AIR SPACE,7/16"LAM[ 3/16"A .090P 3/16"A 298 WEfTHOLECOVER POLYPROP. 71298 73 13/16"LANIP104/8"A R4. IMSAIRIPACF7As'LAMI 3/16"A .090P 3/16"HS 26 WEEP HOE OPEN CELL FOAM PAD 7P71298 74 " 13/16" VII 9-A I IR RACE 46"LAM( /16"HS,.090 PVB,3/16"HS 75 13/16"LAM G 1 A r6"A SPACE 6"LAMI(3116-A,.090 P 3/16"A 02 A FIANGEFRAMEJAMB 6063-T6 AL 612225 76 13/16"LAMI 1041161A(h*N.),11/16rA1R8AAo Kd7/16'IAM[(3/16"A,.090 PVB,3/16"HS 34 GASKET FOR MAINFRAME SILL JOINT 74134W/K 77 13/16"LAMI IG3/16"A IN. 3/16"AIR SPACE,7/16"LAMI(3/16'HS,.090 PVB,3/16"HS 155 #8X1.000 UADPN.SMS 78I A 90 1014 SCREEN FRAME OR&VER 3105-H14AL 110 G SCREENADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN CORNER KEYW/RINGS POLYPROP. 54 B FIXEDMEffMRAIL 6063HD-T6AL 64054A 92 1631 SCREENCORNER KEYW/OUTRINGS POLWROP. 066 W STP..187 X.230,FIN SEAL 640666 93 1073 SCREEK SPRING ST.ST. 21 4105 ISASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 ISCREENSPLINE-.135 DIA.FOAM EM PVC 22 1683 W STP..250 X.270 BACK,FIN SEAL 61693G 95 1635 1 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 1ROUERHOUSING&GUIDE 421121HD 96 ISCREEN CLOTH 24 226 IBRASS ROI TER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEEMCIRAIL 6063HS-T6 AL 64006 2.710 33 1235 W STP. 170 X.270 BACK,FIN SEAL 67S 16G 35 1 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDERAIL 6063-T5 AL 64126 2.624 38 1683 W STP.,.250 X 270 BACK,FIN SEAL 616830 082 4- 39 7070 BULB WEATHERSTRIP.187 X.275 67070K 40 L.LFT RAIL COVER CAP 74078'C"L OR R 41 4139 I.F.FRAMEHEAD 6063-T6 AL 64139 41 I.F.FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 #4139,8063-Te 43 4141 LF.FRAMEJAMB; 6063-T6 AL 64141 50 GLAZING StUCONE,DOW 899,995 OR UIVALINP PRODUCT REViSM' 51 1224 VINYL GLAZING BEAD BULB CK 6TP247W K Building complying wBh the Fbrids 52 1225 VINYL GLAZINGBEAD BULB 6TP?A8K LP0642 4 Ace Code -o51 wW AcaPtmee do 1 53 4039 B (iL AZINGBEAD-5/16" 6063-T5 AL 64039E ` D81e 54 4044 B GLAZINGBEAD-5/16"W/GRILL KIT 6063-T5 AL 644703 3.152 By55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 Mi" i Plow .06256 985 C GLAZINGBFAD-7/16"W/GRILLKIT 6063-TS AL 6985 1.9 59 4067 GLAZING BEAD-13116" 6063-TS AL 64067 111 1 1 1 1 1 r 60 GLASS 5116"LAMI U8"A,090 PVB,1/8"A 43 I.F.FRAME JAMB \�� 4 LYNN 4/� 61 5116"LAMI 1/S"A,.090PVB,U8 HS #4141,6063-T6 �1oN.. ((F 62 5/16'LAMI U8"HS,.090 PVB 1/8"HS 63 " 7/16"LAMI(YI6"A,.090PVB,3/16"A L2.710 58705 64 " 7/16"LAMI(3/I6"A .090PVB 3/16"HS) I.F.FRAME SILL = — 65 7/16 LAMI 3116"HS .090 PVB 3116"HS #4140,6063-T6 tat rw.u+e ElUM:HO s1ATE OFLM 6HIHb FNOClfANOETH133HEET 1m5TECHNOLOGYowVE TS LIST '�F> ••Fto...... (,'Z 1�7n1 E NOd141VGETHISBHEET IL VENICE,FL 31275 � RIZONTALROLLERWINDOW,IMPACTPO.BOX 1528 J.R. awl 0 ADDED TO GL 49S TYPES ".t ."+ °"+"�"` "" A LY18Me I FR,P.Eo..," tat o f Nacanls,FL 31271 Vw*Better a NTS 8 + 11 4127-10 F P.ER 58705 F.K 22M JJ. S13A76 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . x1.513- • • • •s• • •s• .062 •N1870 r�- • • • •• • 738 • • • • • • • • .443 I 3. 52 • • ••• • ••• • 1. 73 'off SASH STOP COVER 3 .062 V90 \ / #4053,6063•T5 •• • • • •• ••• • 1.[22 • • • • • • • • • • • • •• • • 2.710—�1 �-2.71 ••• • • • • • • ••• ••• 2.784--1 FLAN O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER r #4102A,6063-TB #4136,606376 #4137,6063-T6 1.363 J �-062 O 062 FLANGE FRAME JAMB .061 1.BT 13 #4002A,6063-T6 ICCC��JJJ I T �1� 43� 1.46 11.403 i O SASH STOPO HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063-T5 #4131,6063-TO #40548,6083HD-T6 .062 2Lowto 050 87 062-7 2. 26 149 ._J.. .678 I I I I .29,—� 11 F-1.349, �I ,.06, F� 1.o�-� � Pnouucr xsvlseD O SASH TOP✓3<BOTTOM RAIL O SASH MTG.RAIL O SASH SIDE RAIL O GLAZING BEAD,5/16" Reo�gr"swimftFla e. 21 32 37 #4126,8063 r5 53 #ao39B,6063-TS ew11s98 cqx #4133,6o63T5 #4006D,6063HS-T6 n�«nu"«7ro 15-0519.Oq 'olion ma 1 .050 I � � Mi6mi Prod�M 1 .878 78 .BB3 050 .6 678 .050 D.0 6 ,.096 ��T ,.,,6—� �1� ,.097 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" ��NV�YNN �4 ,J 54 #40448,6o63T5 #4222A,6063-TS #9860,6o63T5 #4067.6063-T5 `�P��•.•' �tGervSF''•�Fp (USED W/GRILL KIT) (USED W/GRILL KIT) _` �`' No.58705 s,w4x •nrrr sTdrr: FU a F NO CHANGE THIS SHEET EXTRUSIONS '- F<oRroP.•' �.� 04,1 m79 reclao�oor owt� ,cp ... aC> rJ. 10pnf E NOCFUNOETH/SSHEEI NTVENICE.FL 34MECHNOOGYDR P T ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '��;C�CNnI-E%•' I'D PA.BO%1529 •w! pryr "„e ( JR &20/11 NO aMW THIS SHEET NOKOMIS.FL 34274 Vit Raver R71 A LYMi N SB"5 a..eF unr a.m.e 0.r. � HR770 Half 7' +1, 4,27=,0 F P.E/58705 F.K ?/nw J.J. 323A76 •• •• • • • % •• • ANCHOR QiUAN11710,XOX IW112414 WINDOWS TABLE 4 NOTES: GLASS TYPO A"A,C.G,H.I GLASS WPM O.E.F,J,K,L I. ANCHO%TY�� ANCHOR TYPES2.3•WOOD $CONC 1,CONIC 2,3,WOOD 2,CONC 1,CONC 1-1/4"IELCAJ T41,PRN1i'i i-1/4"ELCO SS4 C&b7E-FYEX• 3-#12 STEEL SCREWS(G5) 6 SUBSTRATEZONES ZONES 20NES ZONES ZONES ZONES • • • • • • Q • •• y N rn !H 2.GLASS S:• • • D • FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD 6.SILL i HEAD 8 SILL HEAD 6 SILL( HEAD 6 SILL i HEAD 6 SILL�I HEAD 6 SILL M A•� �ZVfA "-A1• •• FT,%LASS TYPES G-L SHALL HAVE A < a B.5/16"LAW-(1/8"A,.090,1/8-HS) W 1� TEMPERED I.G.GLASS CAP.BOTH THE DP AND C.5/18"LAMI-(1/8"HS.A90,1/8"HS) 53.125x36.375 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2+1 2 1+C2+1+C2+1i2 D71WLAW-(3118"AJ090.3M6`A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2f1+C2+1�3 1+C2+1+C2f1 31+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02f1fC2+1{3 E.7/16"LAM`••�3/1�"Al090,316"I�Sj ••• •• F.7/16'LAMA-(3118"FI8,.080.3016WS)• • • 50.625 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 j 3 1+C2+1+02+1 3 1+C2+1+C2+1I 3 G.13116"LAMI IG-GifdOO;3/1 A STIR.), 18"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,11W A) 54.000 1+C2+1+C2+1{3 1+C2+1+02+1{3 1+C2+1+02+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+1`3 H.13116*1. 13/16'LAM G-IIB.( 11.)5z1fi^IAR$IY"SPACE,5/16"LAM1318*SPACE.5116- 1-(1B"HS.09011W HS) 60.000 I+C2+1+C2+113 1+C2+1+02+1 3 1+C2+I+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+11 3 J 13/16"LAMI IG-118"OR 3116'A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.09D,3/16"A) 63.000 1+C2+1+C2+113 1+C2+1+C2+1'3 1+C2+1+C2+1 311+C2+1+02+1 3 1+C2+1+C2+1`3 1+C3+1+03+113 L; 11�Q^ /8,OR 3/18"A(MIN.).3J18'OR 1I%"SPACE,7/16-LAMI(3/18 H 090 3/16"HS) 80.0002 38.375 1+02+1+C2+1 2 1402+1+02+1i 2 1+C2+1+C2+1 211+C2+1+02+ti 2 1+C2+1+C2+1i 2 1+02+2fC2+1�2 NG 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1�3 1+C2+1+C2+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+02i2fC2+1 3 3.DIMENSIONSWINDOW . OROR QWINDOW SIZES NOTHOWNITIES ARE PER EGO TO NEXT LARGER WINDOW NT TABLE AND BASED ON THE FN TABLE. 50.625 1+02+1+02+1 3 1+C2+1+C2+1`311+02+1+C2+1 3 1+C2+1+C2+ti 3 1+C2+1fC2+11 3 1+C2+2+02+11 3 54.000 1+02+1+C2+1 3 1+C2+1+C2+1i 3 1+C2+1+C2+1i 3 1+C2+1+C2+11 3 1+C2+1+02+tt 3 1+C2+2+C2+1 i 3 HEAD&SILL: 101/2'MAX.ON EACH SID E OF MEETING RAIL CENTERLINE. 25 3/4'MAX.FROM CORNERS. 60.000 1+C2+1+C2+113 1+C2+1+02+1 3 1+C2+1+02+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C3+2+C3+1'3 JAMBS.- V MAX•FROM CORNERS AND 221/2"MAX.O.C. 63.00D 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i3 1+C3+2+C3+1 3 TABLE KEY. O X 74.0002 38.378 1+02+2+02+1 2 1+02+1+C2+tI 2 1+02+2+02+1i 2 1+02+2+02+1(2 1+C2+2+02+1�2 1+C2+2+C2+1 2 ��-ANCHOR QUANTITY PER JAMB 1+C3+4+C3+1 3 48.000 1+C2+2+C2+13 1+C2+1+C2+1 3 1+02+2+C2+1,3 1+C2+2+CZ+1 3 1+C2+2+C2+1i3 1+C2+2+C2+113 ` 50.625 1+02+2+C2+113 1+02+1+C2+1 3 1+C2+2+C2+1 i 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+02+2+C2+1 3 1+C3+2+C3+1{3 LLL---- A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS(1) 60.000 i+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1.3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+113 1+C2+1+C2+1,3 1+C3+2+C3+1 3 1+03+2+C3+1 3 1+C2+2+C2+1�3 1+C3+2+C3+1 3 PLUS N ANCHORS AT FIXED SECTION. (12)ANCHORS TOTAL AT HEAD AND SILL. 64.0DOx 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3'MIN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1t3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3t1 3 253/4"max. 50.000 1+C2+2+C2+13 1+C2+2+02+1 3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+04+3+G+1 3 --.ff -3"MIN. 80.000 1+C2+2+02+1;3 1+C2+2+C2+113 1+C3+24C3+1t 3 1+03+2+C3+1�3 1+C2+2+C2f1 3 1+04+3+C4+1'--3 9"REF. X p X 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I+C3+2+C3+1 3 1+03+2+03+1)3 1+C2+2+02+1 3 1+C4+3+04+1 3 PRODUCE REVISED 106.375x 36.375 1+C2+2+C2+112 1+C2+2+C2+1 2 1+C2+3+C2+1 211+C2+3402+ 2 1fC2+3+02+1 2 1+02+1+G2+ti2 BWMinl Cb& 6w F1o,W0 Building Code 48.000 1+C2+3+02+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C3+1`3 1+C2+3+C2+1 3 1+C3+4+C3+1I 3 MTG.RAIL,TYP. AccePlmce No "O 1q.�Z1 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 311 C3+3+03+1 3 1+C3+3+03+1 3 1+03+3+C3+1 3 1+03+4+03+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS P"°irol�on Dole 54.00D 1+C3+3+C3+1 3 1+C1+2+C2+113 1+C3+3+C3+11 3 1+03+3+C3+1I 3 1+C3+3tC3+1 3 1+C4+4+04+113 (SHOWN IN TABLE KEY ABOVE) 80.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1i4 1+C3+3+C3+13 1+04+4+CA+1 3 63.00D 1+C3+3+C3+1 3 1+C2+2+C2+1`3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 311+C5+4+05+1 3 25 3/4'MAX.lir �. 111.80`6 38 i}b %O*W"Mj! %CSf2H=4 2 i 1+C2+3+02+1 3 1+02+3+C2+1 2 7+C2f4+C2+1 2 { MIN. i �� 48.000 1+02+3+02+1 3 1+02+2+02+1 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1+C2+3+C2+1 3 1+03+4+C3+1 3 `�� UN( LYNN rIle 9'REF. X p X ' •,....... !C / 80.625 1+C2t3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C3+4+03+1 3 ti ��.,.'��GFN.Sh '•. P 54.000 1+C3+3+C3+1 3 I+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+04+4+GOf1 3 _= '`' N0.587US _ 80.000 1+03+3+03+1 3 1+C2+2+02+1 3 1+C4+3+04+1 3 1+04+3+04+1 4 1+03+3+01+1 3 1+C4+4+G+113 MTG.RAIL.TY �t 3+C3+1 3 1+C2+2+C2+1 3 1+G+3+G+1 3 1+CA+8+4S4F1 •1+C14d+C4+1 3 _c EXAMPLE 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS '..,�.• rr ;.��•. 7 (s :V ow: l,rwr• n STA E F �f LJN. 904H8 F NOCHANGE tf♦188HEET 1070TECNNOLocYDRNE ANCHORAGESPAC/NG,XOX 1/41/2-1/4 :�� FLot;�D?•.-'\��: JJ. JW;Ilf1 E lJOCAVWCE7NISSNEET N.vENICE,iLso275 "` ' ��"-'•....... P.O.aOX 1620 - ALUM.HORIZONTAL ROLLER WINDOW IMPACT JJZ 5/l0/it D OK3CAPTOBETEMPERE'O +90FT1�TE +.rwe OrA< Y1ie °i"r"' °" AL4hhUi tikP.E. .s o,,. o.� NONO1 � • *B"a' 1utT,c Nrs 8 + 11 4127-10 F P.Ersa�os FX ZMW8 11 32808 . . .•• . . . ..• .. .. . . . .. •. . . • . • . • . • . • ANCHOR QUANIME3 XOX 113-113-113 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,IAK,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,OONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR�TYPESi • 000 • 000 6 4UBSTRATi ZONES ZONES ZONES ZONES ZONES ZONES1-1/4"5LCQ T4PCflNS b-I&*ELCl6 SS4 Cp6TE-FLEX 3-#12 STEEL SCREWS(G5) • • • • • • • • •• ,m :rn I"t jy 1m rA 2.GLASS • • : Q• • WINDOW SIZE HEAD 8 SILL I HEAD 6 SILL HEAD 6 SILL j HEAD 6 SILL II HEAD 8 SILL I HEAD 6 SILL, A.5116 IJAF11-TVoA,-O9O.3/).1)• • •FO TALLATION IN THE HVHZ ABOVE 30 W • i j , 1 I I B.5116"LAMI-(1/8"A,.ODO,118"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.376 1+C2+1+C2+1 1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 /+C2+1+C2+112 1+C2+1+02+11 2 1+C2+1+C2+1 2 C.5/16"LAMI-(116"HS,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 4Q000 1aC2+1+C2+113 1402+1+C2+1 3 HC2+1+C2+1,3 1+02+1+C2+1,3 1+C2f1+02+11 3 1+C2+1+02+1 3 D.7/16"LAM[-(3/16"A"090'3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.626 1+C2+1+C2+113 1+C2+1+C2+1`'3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 /+C2+1+C2+1 3 E.7/16"LAMI••(3/1V HD,.09 y16"H6i ••• •• 1 i 1 F.7116"LAMI-(3/1 r H•,.09D,3r16'4HS� • • 54.000 1+C2+1+C2+1.3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C2+1+02+1 3 G.13116"LAMI G-�11D'40Ft•J/1 A IR., VOR 31A'SPACE,5116"LAMI-(1/8'A,.090,1/8"A) 60.000 1+02+1+C2+1 3 1fC2+1+C2+1.3 1+02+1+02+1 3 1+02+1+C2+t j 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/18'LAMI-�/B�Fi�/11 At�), 16'OR 318:$PACE,5/16"LAMI-(1/8'A.090,1/8"HS) 83.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1402+1+C2+1 3 1+02+1+C2+1I 3 1402+1+C2+1 3 1+03+1+C3+1 3 I. 13/16"LUN IG-4/8-4)R 3/tti6'A#06).561V 01160-SPACE,5/18"LAMI-(1/8'HS,.090,118"HS) J.13/16"LAMI IG-1/8"OR 3/16'A(MIN.),3116'OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16"A) 53.126 x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+02+11 2 1+C2+1+C2+1 i 2 1+C2+1+C2+1 j 2 1+C2+1+C2+1 2 K.13/16"LAMI IG-118"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16'A,.090,3/16"HS) 48.000 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1j 3 1+C2+1+C2+1j 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 L. 13/16"LAMI IG-1/8"OR 3/16'A(MIN.),3/16'OR 114'SPACE,7/16"LAMI-(3(16"HS,.090,3/16"HS) 50.625 11+C2+1402+ti 3 1+C2+1+C2+1'3 1+02+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+02+11 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 1+02+1+C2+1 j 3 1+02+1+C241 3 1+02+1+C2+11 3 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1;3 1+C2+1+C2+1`3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1j3 1+C3+1+C3+113 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 j 3 1+C3+1+C3+11 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE SO.000x 38.376 1+C2+1+C2+112 1+C2+1+C2+112 1+C2+I+C2+1�2 1+C2+1+C2+11 2 1+C2+1+C2+1j 2 1+C2+1+C2+1 2 25 MA3/4"MAX.FROM CORNERS � JAMBS: 9"MAX.FROM CORNERS AND 221/2'MAX.O.C. 48.OD0 1+C2+1+C2+1'3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 TABLE KEY: 50.625 1+C2+1+C2+1;3 1+C2+1+02+11 3 1+02+1402+1 3 1+C2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+1j 3 X O X 54.000 1+C2+1+C2+113 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+tj3 1+03+1+C3+1 31 ll+C3+1+C3+113 -ANCHOR QUANTITY PER JAMB 60.1100 1+02+1+C2+1'3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C3+113 1+C2+1+C2+1:,3 1+C3+1+C3+1 3 63.ODO 1+C2+1+C2+11 3 1+C2+1+C2+1311+C2+1+02+1 3 1+C3+1+C3at•3 1+C2+1+C2+1 3 1+03+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS CENTERED 66.000x 38.375 I+ 1+02+1+C2+1 2 1+C2+1+02+1 2.1+02+NC2+t 2 1+02+1+C2+1 2 1+C2+1+0241 2 1+02+1+C2+1,2 ON EACH MEETING RAIL PLUS(1) 48.000 1+02+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+113 ANCHOR AT EACH OPERABLE VENT 60.826 1+C2+l+C2+1.3 1+C2+1+C2+113 t+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+02+1 3 I+C3+1+03+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 60.000 1+02+1+C2+1.3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+C3+1.311+02+1+024113 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 1+02+1+C2+1 3 1+C2+1+C2+1'3 1+C3+1+C3+113 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3►1 3 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 25 314"MAX. 48.000 1+C2+1+C2+1,3 1 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+14C2+113 1+C3+1+C3+1 3 j--3'MIN. 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'13 1+C2+1+C2+1.3 1+C2+1+C2+1'3 1+03+1+C3+1131 64.000 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 9"REF.zg:�� 60.000 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1 3 1+C3+1+C3+113 1+C2+1+C2+1�3 1+03+1+03+1,3 T P-141 REVISED as mDucr g withEVI Sw Plaids 63.0110 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1'3 1+C3+1+C3+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Suildiog Cock 54.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+112 1+C2+1+C2+1 3 14C2+1+C2+1 2 1+C2+1+C2+1 2 MA RAIL,CL Acceplon«No 5-O q Q�j' EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS i(slion Dek /�L 46.000 1+C2+1+C2+1i 3 1+C2+1+C2+1�3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 SHOWN IN TABLE KEY ABOVE) "> 50.826 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+tj3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Mi I ode Product Con 64.000 1+C2+1+C2+1j3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1j3 1+C3+1+03+1 3 ` 60.000 1+02+1+C2+1 111+020+122+11311+03+1+041 3 1+03+1+C3+1 4 1+C3+1+03+1 3 1+C3+1+C3+1 3 25 3/4"MAX. 1 1/2"TYP. 63.000 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C3+t+C3+1 8 1+C3+1+C3+tj4 1+C3+1+C3+1 3 1+04+1+C4+1 4 (•-3"MIN. A111111111j 88.437x38.376 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+C2+113 1+C2+1+01+1 2 1+02+1+02+1 2 g+REF. O�V'tE.N�'�1/<<F/�/ 48.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1 3 X 0 X 50.626 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C2+1+C2+113 1+C3+1+C3+1 3 � 64.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C9+1+C3+1 3 1+03+1+C3+113 1+C2+1+C2+1,3 1+C3+1+C3+1 3 _ h1o.56705 _ 60.OD0 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+03+1+C3+1 3 1+03+1+C3+1 4 1+C3+1+03+1I3 1+G+1+04+1 4 MTG.RAIL,TYP. EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS 63.000 1+03+1+C3+1 3 1+02+1+C2+tI 3 1+C3+1+03+1 3 1403+1+C3+1j 4 1+03+1+03+1 3 1iC4+1+•C4+1 4 -j,t: i; SA �F No piANQE7H1.48fffET Lk &14/15 ANCHORAGE SPACING,XOX 1/3-1/3-1/3 �,�'... FYYcoTNFFAob!.••.. R„y� 1070 TECNNOLOGY DRIVE /i �0 JJ. 1017M E NOCMNDETHISSHEET N.VENICE,FL 34275 "� //,SSS/�NAt- ��` _ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT /,,, ,I I ,,,, J.R. 82Q71 D ADDED Ki CAP TO 13E TEINPERED +30F7NOTE P.O.80x 1529 t� ar,.e o.w�r n,e NM0MIS.FL34274 Vw*Better A LYNN MLLLER P.E. #r.-W.o o'er Ip17to NTS11 e 11 4127-10 F P.E#55705 F.K. 9/26106 J.J. 323475 . . ... . . . ... . . . . . . . . . . ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCFIOR jAYPES: • ••• • ••• ANCHOR TYPE 2,3,WOOD 2.CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114'4►C4TAPctANs 2.1/41'ELCO�s4 CPA -;E3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS • ••• • • •• •Q• •• (� N Ct I m 0 A 7iH8" -(�A A,.txa,l�iA) •FORdNSTALLATION IN THE HVHZ ABOVE 30 o � m Q Q WINDOW SIZE to to 1 v1 LL](A W a) f B.5116'LAMI-(118'A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A V = aE ' _uO ' =atl ' _e8 ' =a8 ' _ eO C.5116"LAMI-(1/8"HS,.090,11W HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7/16'LAMI-(3118"A,.090,3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED. 37.00*x 38.375 1+C2+1 2 1+C2+1 2 1+12+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 E.7/18"LAMI•.(W16„•A,.W0,3166"H 4• •• 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1• 3 1+C2+1 3 F.7/16"LAM%-(3/16%HSO"3/16'H6)• • • 1 G.13/18"LAMMG-118 Q� 1 10 ( IrN?, (F OR 301 ACE,5/16"LAMI-(1/8"A.090,1/8"A) 50.625 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+132+1 3 1+C2+1 3 1+C2+1 3 H.13/16"LAMI I r i16�fN(�IR j e"OR ale'$PACE,6/i6"LAMI-(176"A,.080,1/6 HS) 54.000 1+132+1 3 1+132+1 3 1+C2+11 3 1+C2+1 13 1+C2+1 I 3 1+C2+1 3 I. 13/18"LAY12-1b"QR 3/1W A(WIN.),5/l6b(IR 37B11SPACE,5/18"LAMI-(1/8'HS,.090,1/8"HS) J.13/16'LAMI IG-1/8"OR 3/16'A(MIN.),3116-OR 114"SPACE,7/18"LAMI-(3/16-A,.090.3116'A) I + + „ 80.000 1+132+1 3 1+132+1 3 1+133+1, 3 1+132+11 3 1+132+1 3 1 133 1 3 K.13118"LAMI IG-118 OR 3/18'A(MIN.),3/18"OR 1/4'SPACE,7116"LAMI-(3116&.090.3116'HS) 63.000 1+132+1 3 1+C2+1 3 1+C3+11 3 1+132+1 3 1+C2+1+ 3 1+C3+1 3 L. 13!16"LAMI IG-1/8'OR 3116"A(MIN.),3/16'OR 1/4'SPACE,7/16"LAMI-(3/18"HS,.090,3H6'HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 N 2 1+C2+1 i 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50,825 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL' 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 N 3 1+C2+11 3 1+C3+1 3 18 3/4"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1! 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2•MAX.O.C. 63.000 1+C3+1 3 1+132+1 3 1+C3+1 3 1+C3+1 N 3 1+C2+1' 3 1+133+1 3 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+11 2 1+C2+1 2 1+C2+1 2 2+C3+2 3 -ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+113 1+C2+11 3 1+C3+1 3 50.625 1+132+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+c2+11 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+133+1 3 1+C2+1 3 1+C3+11 3 1+133+11 3 1+C2+1 j 3 1+133+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+133+1 3 1+C3+1 4 1+C2+11 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE VENT AND FIXED SECTION.(7) 63.000 1+133+1 4 1+C3+1 3 1+C4+1 i 3 1+C3+1 4 1+C3+11 3 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. 80.000x 3&376"' 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+11 3 1+C2+11 2 2+C2+2 2 (3•MIN.O.C.ANCHOR SPACING) 48.000 1+C2+1 3 1+C2+1 3 2+C3+2' 3 1+C2+1i 3 1+C2+1 3 2+C3+2 3 50.625 1+C3+1 3 1+C2+1 3 2+C3+21 3 1+C3+1 3 1+C2+1 1 3 2+C3+2 3 B 314"MAX. 54.000 1+C3+1 4 1+C2+1 3 2+133+2, 3 1+C3+1 4 1+C2+11 3 2+C3+2 3 j 11 I-3'MIN. 60.000 1+133+1 4 1+133+1 3 2+134+2 4 1+C3+1 4 1+C3+1, 3 2+C4+2 4 9"REF X O 63.000 1+133+1 4 1+C3+1 3 2+C4+2': 4 1+C3+1 4 1+133+11 3 2+C4+2 4 - - PRODUCT'REVISED 66.0D0x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2; 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 as eomply,g wish ue Florida MTG.RAIL Budding Code pq� 48000 2+132+2 4 1+132+1 3 2+C3+21 3 2+C2+2 4 1+C2+11 3 2+C3+2 3 ncccPwae2lol5-O I 20'11 Ex irolion Date 50.625 2+133+2 4 1+132+1 3 2+133+2i 3 2*133+2 4 1+132+1' 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS + + + SHOWN IN TABLE KEY ABOVE) M;roo eeromU 1 + + € 2+C3+2 4 1+C2 1 3 2 C3 2 4 54.000 2+133+2 4 1 C2+1 3 2+133 2; 4 60.000 2+133+2 4 1+C3+1 3 2+134+21 4 2+133+21 4 1+133+11 3 2+134+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 2+133+2 4 1+133+11 3 2+C4+2 4 to 3!4^MAX 1 1/2"TYP. 74.000x 38,375 2+C2+2 3 2+C2+2 2 2rC2+2 3 2+C2+2 3 2+C2+21 2 2+C2+2 3 L I--3"MIN. 11 48.000 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+C3+2 4 2+C2+21 3 2+03+2 4 9"REF. LYNAI 50.625 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 54.000 2+133+2 4 2+133+2 3 2*134+2 4 2+133+2 4 2+C3+2 3 2+C4+2 4 _ 'c' c MTG.RAIL No.56705 60.000 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+2 5 2+C3+21 3 2+C4+2 4 = - ` 63.000 2+C3+2 4 1 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+21 q 2+13q+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ,�''. omaxar. � (� �• STATE F '°LAL 614115 ""F"` NOCh4NGE7M SHEET ANCHORAGE SPACING,OX AND XO WINDOWS 1070 TECHNOLOGY Dr 1 t1 '. .O..... •'(IN J.J. 10/17/11 E NO pNNOE THIS SHEET N.VENICE,FL 3eTN5 n` i J n \_N, ,� P.O. �� ALUM.HORIZONTAL ROLLER WINDOWIG;ww f J.R. 8r1QH1 D AIMED 10 CAP TO BE TEMPERED +SOFT NOTE. �/�� we.Mr� •� r11e �� ~` ALYMIIAIILLI:I;P.E. NOKOMIS,FL 3W4 v_w�?lT6roe Jdtwo Hrt7to NTS 10 +11 4127-10 F PE•*sa7as 13/4"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, 1,FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED 1/4"ELCO MIN.3.4 KSI ' I 1"MIN.EDGE NOTE 3 13/8" TAPCONS EMBEDED Mfr MIN.OR 1/4"S94 CRC7E•FLEX E EOE ?3)4"MIN.. MINIMUM DISTANCE FROM CONCRETE MIN. ANCHOR TO CONCFjTEyiDGF•IS 1 3/4"*FIATHF�A AI H80 MIrjBE#12 TRIMFIT HEAD. ~ NOTE 1 • • • • • • • • 1x WOOD ' 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#1PSTELSL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH a BUCK, � #12 TRIMFIT HEAD. • • ••• • 000 • NOTE 3 3.W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" 1/4' © THAN 1 12". 1x WOOD BUCKS E,RE PTIQNAL NIT��1,�E IN§TALLED DIRECTLY TO SOLID CONCRETE OR MAX MAX. CMU.WOOD BUCKS DVIVEDg1S c fy(tE j 111 FyCI�6R GRJATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGWEEIiEMBY•THER310RNASi1PPROV80 BY AUTHORITY HAVING JURISDICTION, C ANCH ANCJE HOR 4.FOR ATTACHMENT TO�VIN4A:VE�tE*jHA:WW A�MUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER MAX. 1 3/8' 1 1/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. SHIM 1/4'MAX.SHIM—�I F�— MIN. I I (1.5 KSI CMU) ° OR 2-12'MIN.EMBEDMENT PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE Q ANCHOR, ANCHOR NOTE 2 NOTE 1 1 31,rC��LL3 EXTERIOR INTERIOR "MIN.EDGE ? MIN.E.D (HEA &SILL DETAILS A,B.C.D, &H) TYP. 5^T 2x WOOD BUCK,NOTE 3 lx WOOD BUCK,NOTE 3 u SEE NAILING INTERIOR 5/8"MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E.F&1) —� EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS � 5/8"MIN. CONCRETE WOOD DETAIL H (HEAD) ANCHOR ANCHOR, NOTE 1 NOTE 2NAILING 131 DIA.MIN,x 212"NAIL AT CORNERS AND 5"O.C. PSEEN'AILINC- MAX. PRODUCT REVISED TYPICAL DETAILS G,H&I. as canplying with tlp Fbllda 9u�lding code 16-0.5'1 1/4" Accepleoa No 1/4" rslion DNe MAX• SHIM SHIM 1 © /8'MIN.EDGEIEq page p�q��l —J SEE •-+ NAILING ' NOTE 1 13/8'MIN. 111n11/ 1 3/4"MIN. 2-12'MIN. ��. LYNN'//l /11 / MIN.3.4 KSI E.D. 1."MAIN•EbGE o i� •'L�GENSP '•Fp CONCRETE 2x W00D DETAIL C BUCK, DETAIL D 2-12"MIN.EMBED DETAIL G(SILL) DETAIL I(JAMB) No.58705 NOTE 3 • TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS o 2 IS ;u j •,xep1 9.ra a.M� ),`'•. STAT/` LM. r✓t4n6 F cazaEcro/mawalel cnorEro#rauoEcew lo"TEC LoovuRwE ANCHORAGE DETAILS ; �S �conlo?.'`0 /°'"'b` R VEIJICE,FL 34275 P T I '�,`.SI r J.J. 1LY17H1 E NO �_ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT R�aVanc P.O.Box 1529 Lj I1 J.R. 8r1W11 D NOCF4WOETFUBSHEET NOKOMIS.FL3W4 v&i*'%c"' 11 `� °'"°•' "" AL REA5 705 P.E. 9 mr or•e am 9.r: rxNrlo H. 11 > 11 4127-1� F P.E.N 5B7os FX.. 2/28NS J.J. 323W8 oe MORAL NSULTAM AUG M WIND CALCULATIONS CITY .... .. . ...... COPY PROJECT: �•••�• ••••'• IMPACT WINDOW / DOOR INSTALLATION AT: 760 N.E. 97TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY m X21, 201 c' _ PRER9 RED' ` CA I OS M. PE Z, P.E. G a I a ST' `EtURA NGIIVEER, F.L. P.E ;-5444..'' 0077$1,:" " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 12Th SrREEr, MiWi, FIORida 33 176 TEL (786) 242- 1720 - Fax: (786) 242-4399 STRUCTURAL ENCINEERINC CONSUILTAN 'NC OROJECT 9420 S.W. I 12TH. STREE' SHEET NO Z- OF Z `R { MLAMI, FLORIDA 3 3 7 6 DATE TEL ;786) 242-1 720 • FAX 7 8 b 242.45QY 1 t DESIGN CALCULATIONS co 06 A 5 cE '� -I O q 2 "I QD VeLoc P H • -4 h� Gb��D �n �2� d v 121tPo6Q< Rz5 K c�-r-12401 I =� K 005 ; Kit= d _- C . . .... ...... VE��`TI PREsS. ExPaSuaE coC;-, ) = 1��3 v�+ R� ; C- ',�, - } d.�.. •::•:• ....:. (Baan '1�48L�30.3-I) •••••• • RCof .. .. .. ...... r'�N wr (}� t 1 I w •. a. o. i x993 = �4►-t1'' •..• �H., ;N�CW J GhpRS CRIT' G carr ARF+9 2 0 ¢ G'Cp<-r \' 00 o' 9� G�(•'� �- 1.1(7 _ },�(J _ l, Ua "2 P,F SVcT�o R��.0 52, C�511 p5 F j STRUCTURAL E romEaR NSULTANTS July 21, 2015 Village of Miami Shores Building Department Miami-Dade County,Florida Job: Impact Window/Door Installation at: 760 N.E. 97th Street,Miami Shores,Florida • ` .... ...... RE: Window/Door Units Design Wind Pressures '.,• r • � •rete• Dear Sirs: •••••+ r Vo • .tree• We hereby attest to the best of our knowledge,belief, and professional judgment that according 1E the abbve• ••••• referenced building's configuration,height, and category that the maximum design pressure;raj gxterior open1ngs ar'l 0 0 0 ree•rr e WINDOWS: DOORS:: ' : r e• Positive Design Pressure(Zone 4): 48.6 psf Positive Design PressurelZope•4): &.4*jW • Negative Design Pressure(Zane 4): 52.7 psf Negative Design Pressure JZoife 4): 59.y1!59f Positive Design Pressure(Zone 5): 48.6 psf Positive Design Pressure(Zone 5): 46.4 pSf Negative Design Pressure(Zone 5): 65.1 psf Negative Design Pressure(Zone 5): 61.0 psf NOTE: "Zone S"pressures are applicable to openings that are within 4'- 7"of building corners- Refer to calculations The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II * Building Mean Roof Height: 11'-6" * Exposure Category: D * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing/window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. 6P.E.#: app n to have any questions or concerns regarding this or any other matter,please do not hesitate to EN EERING CONSULTANTS, INC. (E.B.#: 007781) 07/21/1=5 rez E., Structural Engineer 48' 4 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112Th SrREEr, MiWi, ROW& 3 3 176 TEI: (786) 242. 1720 - Fax: (786) 242-4399 -- _ REVISION: SEP 2 2 2015 49'-3" REAR NOT PART OF PERMIT p. BEDROOM! iA MODROOM LEFT RIQHT $ r NOT 'OF CL THS PPgiMOTCD cV CL ch qMTH NOTPARTOP TBlBPBRMIIT �D DINNVO TrCHIN y _ _ •••• • ••• 0000•0 FAMILY ROOM ® �� 00* »"- • • 0• • ••• 000 •• 0000• • • • STORAOR 0000 •• :9600• 0000 • • 0000• �� 0000• •• • • • • 0000• • •• • •• 0000•• ,. , 0000• • • NOT MRT OP • • • THN PER= ra • • • • 0000• 0000•• 0• • •00.0• ALsst7s •..• •0• • • NOT PART OF FRONT " PST NOTE: - .MEAN ROOF HEIGHT: IF-6" N(J ROOF TYPE: SLOPE-2-1/2"- 12 C ENs�• F c` GROUND FLOOR PLAN e No54 DATE: OTM/15 STAT OF SCALE: 3/16"-11 Fl c)R�' Dwa.BY: M.Rz. 'yr n' ., •'��r� JOB k 07.2015 .•Zip! �/�8i •• 4 litO1S,,1 of ilii 1 ' REVISION: 491-311 REAR (EGRESS) O � w BEDROOM Z W • • Q • (EGRESS) • • � • �•� •••••• F BEDROOM ••• i •••W •• LEFTCL RIGHT ... .. Q . e� ...... . . NOT PART OF D •• • • �:• ••••• THIS PERMIT • BATA ••• • •••� • ••••• CV CL ••• • d: ••••�• _I CL .•• •� Yj •• N NOT PART T © • • :sees: •• THIS PERMIT • • 000 • • DINING KITCHEN 77 FAMILY ROOM O •• • B STORAGE LIVING FOYER LAJ /NOT- PART OF THIS PERMIT FL 33173 NOT PART OF FRONT THIS PERMIT NOTE: d MEAN ROOF HEIGHT : I F-6" t 1 ROOF TYPE : SLOPE-2-1/2" - 12 0 #, GROUND FLOOR PLAN , DATE: 07/23/15 SCALE: 3/16" 1' DWG.BY: M.RZ. JOB#: 07-2015 1 of 3 REVISION: HOTS 1:WINDOW FRAMEWULLION ANCHORAGE TO MAIN STRUCTURE MALL W IN STRICT ACCORDANCE WnW THE UNIT'S NOTICE OF ACCEPTANCE-RBPIS,TO PRODUCTS CONTAM, , NOTE 2:ONLY THE OPENINGS THAT ARE MSNTMW WTM THEW PROOCICTS CONTE.OL N QA OSSM PRESSURK AND SIZE ARE PART OP THIS PM&T.ALL OTHIROPONI! S ARE NOT PART OP THIS Maw. NOI`B 3; THE MAIN WIND FORCE MUTING NG 6YSTEM OP THS STRUCIURB(I.E:BEAMS .) SHALL SE DMO BDBY OTHOU TO WITHSTAND THE LOADS POWD EY TIES GLAZDKL NO "B" 33"X 82"(NOMINAL) CALCULATIONS HAVE SEEN PSRPORMBD TO VMn THEM ADEQUACY. SEMES"300"OUTS WING GLAZED ALUMINUM DOOR-LMI NOTE 4; ALL HORSES WINDOWS SHALL HAVE A SILL MQVT NOT TO E XC M)44'ABOVE THE PL%MW FLOOR N.O.A.:154)010.05 NOTE 1: WINDOW COMPANY MAIL FIELD VERIFY ALL ACTUAL FIELD MWWW PRIOR TO FAIRICATION, w ZONE 4:+46.4 -50.5 N= 6: IT a THE MCC LUKVE 10SPONSBHd7Y OF THE WWWW COMPANY TO PROV=PRODUCTS THAT W GLAZING: 5/16"LAMINATED IMPACT RESISTANT GLASS MEET OR WEED THE ffiCNSW VALUES MANIMMSY THE STATE OF FLORWA caauAMM WITH EXTERIOR LITE:1/8'H.S.GLASS ENERGY VALUES m BEYOND THE SCOPE OF THR INGeMUMSEPORT. .090"BUTACITE PVB INTERLAYER INTERIOR LITE:1/8"H.S.GLASS "D' sM710*3ALUMINUMnHORIZONTAL SLIDING WINDOW L ILL NO.A:IS.Mt..09 ZONE 4:+46.6.517 GLAZING;1110 LAWNAM DIACT RESISTANT GLASS .C. 54'X�(OK) LTTE Itr ANN,QL ASS 'HW7I0"ADEN U HORIZONTAL SEMIN f WINDOW-LLL FVB INTENLAYElt N.OA.:1WI9.09 DttERPORLITS:In'ANN.GLASS ZONE 4:+.48.6.52.7 � GLAZINW/le LAIQNATEDDMPACT22338TANTCLASS EKTIRIOR LITE:ln'ANN.CLASS PrISKAYER PWT PART OF NOT PART OF 090 WS THL4 PERMIT 'mks PERMIT iNIHR101tLITE 1n"ANN CRS a � Li Ll 4-r PPS ; s, .... ..... RIGHT ELEVATION • ••• • • • • Q • •• • • FRONT ELEVATION NOT PART T THIS PERMIT "A" 74•X26•(CM "HIR 710'ALUMINUM HORIZONTAL K= G WIND0W-L.M.I. MOA:15-019.00 MKS:+49,6-0.1 � OLAZM 5116°LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTM-lir ANN,GLASO Ulm .090 PVB DNTHRLAYHR { INTERIOR L[TE:In"ANN.CLASS DATE: 07/23/15 _ SCALE: 3/16"-1, \ DWG.BY: M.R.Z. JOB#: 07-2015 J y � ia� aic 2 OP REVISION: NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E:BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY, NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. La "B" 35-X 82"(NOMINAL) SERIES 300 OUTSWING ALUMINUM ENTRANCE DOOR-L.M.I. NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT W N.O.A.:12-0113.02 MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA.COMPLIANCE WITH ZONE 4:+46.4-50.5 ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. U GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS z O EXTERIOR LITE:1B"H.S.GLASS • •"D" 37"X 38-3/8"(OX) W • .090 DUPONT BUTACITE PVB INTERLAYER ',A 4.,.,, INTERIOR LITE:1/8"H.S.GLASS "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. ••• I�1 • •• •••••• rA N.O.A.:15-0519.09 • • •� •,� •• ZONE 4:+48.6-52.7 "C" 54"X 27" OX • • GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS ( ) •• :•• W • • •••••• "E" 111"X 26"(XOX)(1/4-1/2.1/4-CONFIGURATION) EXTERIOR LITE:1/8"ANN.GLASS "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. a/ "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. EX PVBRIO INTERLAYER N.O.A.:15-0519.09 see*** �• • • N.O.A.:15-0519.09 INTERIOR LITE:1/8"ANN.GLASS ZONE 4:+48.6-52.7 • •• ••� • :sees:••••i ZONE 4:+48.6-52.7 GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS • • • • • GLAZING 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS • • • •• ••••• EXTERIOR LITE:1/8"ANN.GLASS •090 PVB INTERLAYER U z • • .090 PVB INTERLAYER NOT PART T THIS PERMIT NOT PART OF INTERIOR LITE:1/8"ANN.GLASS •• • E;,; ••-c • ••••• INTERIOR LITE:1/8"ANN.GLASS THIS PERMIT •••••x W F• **so** �••:•� a Cly •• O • •••••• 61 4'-7"" 6'-6" ID o • • •• • O D RIGHT ELEVATION OA .1 1 21_, NOT PART FRONT ELEVATION "A" 74"X 26" (OX)THIS PERMITT "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.:15-0519.09 ZONE 5:+48.6-65.1 GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE:1/8"ANN.GLASS - DATE: 07/23/15 SCALE: 3/16"=1' DWG.BY: M.R.Z. JOB#: 07-2015 2 of 3 REIAS�x. 4M i:%U"W ANCHORMA TO MAIN AT=n=(HALL W IN SMICr ACCORDANCE WM 2'OWY TER#OM4NOX THAT AIM UNDMO WYM TCW MORCM COMMOL N G A,OMI�i AND UM AER PART OP THO OWSOT. AIL O M OP9MM ARE WM RANT Of I= NOME 3 TM MAIN WM PORCS IBSWrM SYSM UR TW nOXnVWIt MAW .) M AU 86 !Y ONHW TO MMWtAM r4010 rY IM eL tM N9 CALCL"TWW HAVE Rei PWWOMM TO VBWY=A ACOMACY ��• 1 4=4- ALL DORM*V4)M WALL HAVE A OU UNKM MW TO MCMDM"AMM IM PPOWWRDM WM S: WQ KICK COWANY UML PMD V[I M ALL ACIURL MW MWOMMRpOR TO RANIMCATVW. MM 6: �Ta, AIV ,a�EEMS�SWM ppPRpv�p �I ENEWYVALEA5tED6yomlilICL1l orTM area. LEFT ELEVATIO NOTPAaTOf . "M re�aar .... .. ...... . .... . . ..... .. .. . . ...... •dfff• • f • • • • *000 be ... •• • Do f••••• c ,eta r- i� DATE: 07(23/15 SCALE: 3/f6"-V DMI BY: M.RZ, MO: 07-2014 ;`,+ • of 4 4 REVISION: NOTE 1:WINDOW FRAMES/MIAIION ANCHORAGE TO MAIN STILL"IME SHALL BE IN STRICT ACCORDANCE W17H THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS- NOTE 2 ONLY THE OPENING THAT ARE IDENTIFIED WITH THOR PRODUCTS CONTROL.N.O.A.DESIGN .a LL PRESSURES,AND SIZE ARE PART OF TFI13 PERMIT. ALL OTIff+Jt OPEFRPKiS ARE NOT PART OF T1I6 rte. U E- NOTE 3: THE MAIN WIND FORCE R&SISTING SYSTEM OF THE S'IRUCIURW.&BEA)^COLUMNS.PRAMING ETC.) ZQn SHALL BE DES IONEDBY OTHERS TO WITHSTAND THILOADS POSED BY THE!CRAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY WREIR ADEQUACY. •• •(�'�c • l�-i •• '" •••s•• NOTE 4 ALL EGRESS WINDOWS SHALL HAVE A SDLL FBIl(8iT NOT TO EXCEL 44"ABOVE THE FINISHED FLOOR • • • py � • NOTE S: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD MMENSCINS PRIOR TO FABRICATION. •••• • •• • ••••s a NOTE 6: IT IS THE WWLUSLVE RESPON8183 M OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT • s MEET`OR EXCEED THE ENERGY VALUES MANDATED OY THE STATE CLP FLORIDA.COMPLIANCE WITH •••• • n •s•••� ENERGY VALUES IS BEYOND THE SCOPE OF ITIS ENGVGMNO REPORT, ••• •• a a • see: a •••• • •• �• ••i••• • ••a• • • (EGRESS) (EGRESS)r-- I L \it/ LEFT ELEVATION []R,- F "P" III"X63"(XOX)(1/4-1/2-1/4-CONMOURAT7tRV) M-710"ALUMINUM HORIZONTAL SLIDNNG WINDOW-LM.I. N.O.A.:154519.09 ZONE 5:+46.6.65,1 GLAZDIG:7/16"LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:3/16"ANN.0 LASS .090 PVA DmWlAYER INTERIOR LITE:3116"ANN.CLASS "Fl" OVERALL FRAME SIZE:111"X 63" V (2)37"x 63"(X)(LATERALS) SERIES"CA-740"ALUM INUM CASEMENT WINDOW-L.M.I. N.O.A.:15-0519.13 701,M5:+46.6 45.1 _ GLAZING: 5/16"LAMINATED IMP.RESIST.GLASS i,FL 23 176 EXTERIOR LITE:Ill"ANN.GLASS 090 PVB INTERLAYER INTERIOR LITE:1/6"ANN.GLASS (1)37"x 63"(PIXEDXCENTER) SERIES" A-740P"ALUMINUM FIXED CASEMENT WINDOW—L.M.I. n_E� vii N.O.A.:15.0519.15 ZONE 5:+49.6-65A GLAZING: 5/16"LAMINATED IMP.RESIST.GLASS EXTERIOR LITE:1/6"ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE:I/6"ANN.GLASS ATE: 07/23/15 SCALE: 3/16»-P DWG.BY: M.R2. JOB#: 07-2015 �23 Of 3