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WS-17-2771 (2) ParMit NO. WS-11-17-2771 Miami Shores VillagePermit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Permito rkClass�cation:Window!©oor Replacer Miami Shores,FL 33138-0000 �� Phone: (305)795-2204 Perntit Sfatus:APPROVED FtowYo� issue Date: 12!55/2017 Expiration: 06/03/2018 Project Address Parcel Number Applicant 70 NE 99 Street 1132060131050 Miami Shores, FL 33138- Block: Lot: JAY A YAGODA Owner Information Address Phone Cell JAY A YAGODA 70 NE 99 Street (954)401-6233 MIAMI SHORES FL 33138- 70 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,900.00 DVG BUILDERS INC (305)506-7308 Total Sq Feet: 0 Type of Work: Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-11-17-65721 DBPR Fee $225 11/21/2017 Check#:3071 $ 50.00 $124.45 DCA Fee $2.00 Education Surcharge $1.40 12/05/2017 Check#:3114 $ 124.45 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $174.45 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo i�g. Futhermore,I authorize the above-named contractor to do the work stated. 1�V7�E�J/ December 05, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 05,2017 1 Edward A. LADDERS, P.E. CONSULTING ENGINEERS January 19, 2018 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Residence Permit#WS-11-17-2771 70 NE 99th Street Miami Shores, Florida 33138 Dear Sir; We inspected the installation of five (5) windows at the above referenced residence. The wood bucks were installed with 3/16" x 2-1/4" Tapcons at 12" on center. The window units were installed with Y4" x 2-1/4" Tapcons (into the existing masonry walls) at the spacing as required per the Product Approval. In addition, one of the window sills needed to be reconstructed with a prepackaged concrete repair material and a 2" x 4" PT wood buck was required on one side 1 of the masonry opening. All materials and work conform to the Design specifications, Approved Plans, the Village of Miami Shores and the 2014 Florida Building Code. Please call if we can provide any additional information. Very truly Y urs, lellllll/�� LAND" p PSN S E• `� �''. Edward A. Landers, P.E: : w Z President = � w=Cq lo ( � • sv O Q'••'• S�10N1 llle� I S 7850 NW 146TH STREET,SUITE 509* MIAMI LAKES FL 33016* PHN: (305)823-3938" FAX: (305)823-9355 Miami Shores Village NOv Z Y 2017 Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tei:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 -� FBC 2014- BUILDING Master Permit No.�� PERMIT APPLICATION _ Sub Permit No. 096"ILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION r-1 EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP p p CONTRACTOR DRAWINGS JOB ADDRESS:- -70 City: Miami Shores County Miami Dade Zio: 2��3cT Folio/Parcel#: & XW 13 �Up�i U Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): J/��/ /1 (50,DFS Phone#:(.701 fid' Address: `10 N QLCl S�- City: rn %A,nn\ State: Zip: 3 1 i Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Dq k Q VN 1-yty-S Phone#k '3C)S 10 (o--7 30 d Address: 0—w V-) 3s-jo City: State: Zip: Qualifier Name: Div es L,er YPhone#: State Certification or Registration#: CG G�C-kGCl T Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ lD ,-qL 0o• Square/Linear Footage of Work: Type of Work ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:T� ` ✓"t,vC1 �n 1E3 1 Specify color of color thru tile: Submittal Fee Permit Fee 03 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 2Z W DBPR$ 2 25 Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$_� Z • . (Revised02/24/2014) 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..... G l 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 i ed. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature W R or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreg 'Iginstrument was acknowledged before me this day of M y&1 20 t"T by <-7�_day of +�f( � 20 \"I by Z2e! 1 YS.c igirdr- ,who is personally known to DYI:N�%C-L "mei"ll iho is personally known to me or who has produced �.'n�, as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i Sign: Sign: Print: C�( r�i Print:_ (1.��r� (�► ��/"i g Seal: Seal: 1 , BARBARA GINETTE BRINGAS �„uu„ BARBARA GINETTE BRINGAS ' Stat®offpF{lo�riddaa-fNootary Public ;8,0-y Nl% State of Florida-Notary Public % -•� C_ _. 710 ii a< raa 02.2018 �- My omm. xpires �'tT`I�1�1 'r r X111 t+� ®bndod Through Off Bonded Through APPROV Afft®floenSafety CO ncli "'��'�� American safety Council Plans Examiner oning uctura iew-4- Clerk (Revised02/24/2014) � f ACC>Rl7� DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE , 11/20/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 1 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Ariel Ajo Interassurance A/CONr o Ext: (305)758 8322 A No): (305)758-4456 9190 Biscayne Blvd.,Suite#201 'MAIL ariel@interassuranc.com r Miami Shores,FL 33138 INSURERS AFFORDING COVERAGE NAIC# Phone (305)758-8322 Fax (305)758-4456 INSURER A: Endurance American Specialty Insurance Co INSURED INSURER B: DVG Builders,Inc INSURER C: 2930 SW 115TH AVENUE INSURER D: INSURER E: MIAMI FL 33165 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1�7R - TYPE OF INSURANCE ND IR U D POLICY NUMBER MBR M/DD�YF POLICY EXP LIMITS © COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 ❑ CLAIMS-MADE RJ OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 ❑ MED EXP(Any one person $ 5,000 A ❑ Y Y CBC20000019303 07/30/2017 07/30/2018 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 © POLICY ❑ PRO- JECT ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 ❑ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ❑ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED B ❑ AUTOS ONLY ❑ AUTOS BODILY INJURY(Per accident) $ ❑ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ C ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑ PER ❑OTH- AND EMPLOYERS'LIABILITY Y I N TA TEER ANY PROPRIETOR/PARTNER/EXECUTIV D OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatary in NH) E.L.DISEASE-EA EMPLOYE $ yes,describe under DE.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS below $ E DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) GENERALCONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING&ZONING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES VILLAGE,FL 33138 Ariel Ajo ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03)OF The ACORD name and logo are registered marks of ACORD r m t JEFF AMATER •�4pe� ' CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES �'r t DIVISIOKOF 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: 11/19/2016 EXPIRATION DATE: 11/19/2018 , PERSON: GARCIA DANIEL I FEIN: 273673291 n BUSINESS NAME AND ADDRESS: DVG BUILDERS INC F 2. I 2930 SW 115TH AVE MIAMI FL 33165 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR ti "1?unaant to Chaptar 440.05(],1'),F.&,in officer of■aorpi)Won who olecti axemp8on rmin this ehepter b lftg a oeMltoate otsleiMlon'tinder tlils setdon' may not recover benefRs or.aompaatatlon untlarthie cheptaP:Pursuint to Cfiapter140:01i(S4);F.B„t:etUl[ratea atekdbn to be 4%0rnot„.apply` wRhfn the cape cf the business or trade Ifst ed'on'the notice of election to be exet nuant to,Cheptar�M0.06(13)r K orthe ttiioottffooa or8,s Nottaeaaf ek” n to bye *6 heuanoe bf the earOA* exempt rrid ce'titicates of election lei be'exempt shell ba'abblea to action If,at an time aRet the AAAAn , . the person namad'en the n0ce,or`caAiifcete no longerthests W rw requlremanb of this seetlenfat kfuinob o!e oertiflcite.Ttid deperhitiiitihst revoke a DFS-F2-DWC,252 CERTIFICATE OF.ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1809 e I; 1 � Y 1 t st .i an��"S y 44 by 4 i `SgORE" :.,. M Miami shores' Village Building Department �'ktEg M 9 RNp` 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption 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 I0 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 only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of 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:_�� 4, Q �r caner, State of Florida County of Miami-Dade The foregoing was acknowledge before me this_�_day of 01J W�S ,20k_. By ZA A',00�9 who is personally known to me or has produced as identification. y Af„_ „��r,,. BARBARA GINETTE BRINGAS r Notary: - ,, State of Florida-Notary Public Commission#GG 83710 SEAL: My Comm. Expires 01-02-2018 %;,01 oPZ� Bonded Through ��ni�� American sa'e.ycouncil i h 1 ` 5Y►OR�S Miami shores Village t 193, y� Building Department 10050 N.E.2nd Avenue' cye, ye Miami Shores; Florida 33138r�,Ne� Tel: (305)795.2204 LORIDA ' Fax: (305)756.8972 Inspection requirements for: 1 Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: i Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing:The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ac owled ent: A/lier/Owner Sig ature Date Print Name i i I r ,, is r 12350 SW 132nd Court (SN)ScrJlo�-S I.y,jri(, Vvia.t* \'o- 10Customer Name: ztp�4 Unit 104 (om)Vvmtz o,.i s,afi- VZ_Qt'L%�-� ,JoV• d �e- 'y•\3 Address: -J() Nie -qcx 'r Miami,Florida 33186 ( 1q� T Nps r�# ��"�bZ`Z•Z� 'M\\e4r,\1 IC4,WLE:Sf F G '73\3 305-781-3909 Phone number:(90S )'7C.C) , 3-Tr" matt(o)-guinnsons.com E-Mail: cL�6�.,� ,L,c, � v 9Protection Type: ❑Accordion ❑Panel Mmpact- xt t r p p t_ > � _. -f � t \t i t v i�2i .C__ { I + r -�• d t\ -_ � i_.._°_ , f i — t 41 i : `--1 r i �_' � —..i_._ + S.._._ ._._r f —�-- '—_ < "i" '.'' ( � o f•—'—"r— —.{,.�.._.{-__�---r�--}--�—?' —'{--'f'---r--.._ i .�..y__ ?— i ! 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Kd = .85 . 2100 W 76 Street, Hialeah, Flori LORIDA BUILDIN r Robert S. Monsour, P.E. Fl # 55 / 0006024 ASCE 7, "'10 W� ' = IND'CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior&•Exterior Zones (4&5 -Wal Gres "^ Exposure C For the 175 mph Wind Zone G0R�2 Effective Wind Area (or,Tri utary Area):in�S` uare Feet Height 10 20 30. 40�� \'50 60 Ma-mmum 0.95 0.92 0.89N,"" , ,r 0.88 :...a86 140. 38.5 37.5 , 36:7, ' 4, 6. .7 �,e '40.8 39.7 (38.9 1 .•38.3 :**V.8 ••: 25 .44.6 42.6 41.5 '40.6> ••48:9 39.4 ; seb 30 46.5 44.4 43.211 ,l 42.3' .'41 7 :0-4.1 40 49.4 47.2 45;9 , '-44-;9 ..44.2 ., 43.6 . :.. 50 51.8 49.448.1` 47.1 •• 6s .7 9 lee:1 -- --�_ 60 --"53:7` -51:2- .49:8 " 48-8_._ _:'4$'7_.-_.. __-_.47._4--_ _.- Interior Zone (4 Walls) Negative Pressures Exposure C For the 175` N�"mh&Wind Zone CATEGORY 2 Effective.Wind`Area or, Tri utary Area in Square. det Height 10 "X20" 30 40 50 60 (Maximum) -1.10 `"=1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8^ -42,0), -40.9 -40.2 -39.6 -39.1 20 -46.4,E . ' -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4�� /-46.4 -45.2 -44.4 -43.8 -43:2 30 -;;50.5,-,.-' /-48.4 -47.2 -46.3 -45.6 -45.1 40 /- -53:6 " -51.4 -50.1 . -49.1 -48.4 -47.8 50 -1 -56.2 / -53.8 -52.5 -51.5 -50.7 -50.1 60 '=58:!2" -55.8 -54.4 --53.4 -52.6 -52.0 Exterio6Zones (5-Walls) Negative Pressures Ex o ure-CFor the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Ti-ii utary Area in Square Feet Height 10 20 30- 40 50 60 .� Max' m - -1.29 -1.23 -1.19 -1.15 -1.13 1-5 -54.1 -50.4 -48.3 -46.8 -44.7. -53.4 -51.1 -49.5 25 -59.8 -55.8 '-53.4 . -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9/ -52.6 -5 d 40 -66.1 -61.7 -59.1 -57. -55.8 50 -69.3 -64.7 -61.9 -6010 -58. 60 -71.9 -67.0 1 -64.2 -62. -60. 4 Length of End Zone (a): 10% of least horizontal dimension or . , which er is smaller, but not less-than 4% of least horizontal dimension or 3 ft. (h = mea of ight in feet NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR OFS. YAGODA RESIDENCE F 70 NE 99T" STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 5 OPENINGS (1-5) MRH = <15' WORST CASE SCENARIO OPENING ...... # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ' ZONE•''w • 1 .... ww w 13-0530.11 56 51 +40.41."'1 : •••• 5 •••• •-www • 2 13-0530.11 37 38 +40.4.SQ.'I :"••• 5 •••• • 3 13-0530.11 26 51 +40.41-54 M :...:. 5 •" . . wwww . 4 13-0530.11 50 52 +40.4/=54. ••; 5 0 5 13-0530.11 56' 51 +40.4/-54.1 5 MIAMI•DADE MIAMI-DADS 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.miamidadLgov/economy L Industries,Inca Technology Drive Venice,FL 3427 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 Coo6t!y:RER -•0 0 0 Product Control Section to be used in Miami Dade County and other areas where sllowed by tie Agthority .• Having Jurisdiction(AHJ). sees** . . This NOA shall not be valid after the expiration date stated below. The Mian . County.Product. •. Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miam"Dade County)4•eserve• so*• the right to have this product or material tested for quality assurance purposes. If"a�roduc;or material••;•- fails to perform in the accepted manner,the manufacturer will incur the expense of 58111 t1sting J44 4hq AHJ..... may immediately revoke, modify, or suspend the use of such product or material'V6ith1h their jurisdiction." RER reserves the right to revoke this acceptance, if it is determined by Miami—Dad&CoWnly ProduceControl 00 Section that this product or material fails to meet the requirements of the applicable Suildi4 cod;.*••:• 0 0 0 This product is approved as described herein, and has been designed to comply vP4441 Flori&Building;••..; Code, including t •�; , DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DO =TTF: DrawingNo. 4040-20,fitiedindow,Impact", sheets'1 through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, 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 i-Dade County Product Control Section. MISSILE IMPACT RATING LLargeandSmall Missile Impact Resistan . LABELING: Each unit shall bear a permanen a name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 1 TERMINATION of this NOA will occur after the expiration date or'if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 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 NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3;as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. i NOA No.16-0714.06 r MIAMI•DA®uN� J j/L jj Expiration Date: March 26,2021 ' ' f Approval Date: August 18,2016 a r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single-Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer, r signed and sealed by Anthony Lynn Miller,P.E. 0000.. 000..0 B. TESTS 0 .000.0 • 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading p�fl$C,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 20�-§40 0 0 ;•••• 3) Cyclic Wind Pressure Loading per FBC,TAMWt94 '0 0000* along with marked-up drawings and installation diagram of a PV-.Q aiding;g]A*0door,•• •• a PVC fixed window and an aluminum sliding glass door, using` Ifbdispade 4SG TPS* spacer system,Duraseal®spacer system, Super Spacer®NXTT spacer system ind XL0..... EdgeTM spacer system at insulated glass,prepared by Fenestratlpn Testing Mtil"atory,0 Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-$970,:datedi1/16/15 '*'* 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E' 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 aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by-Edmundo Largaespada, P.E. r (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Air Infiltration Test,.per FBC, TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 x k along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.0 7-0322.06) k , F Manuel Per E. Product NOA No. i6-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016- E-1 r i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED t B. TESTS (CONTINUED) 4. 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 IluuAvum single hung ••••;• window,with fin frame,prepared by Fenestration Testing Labo rano ,Inc.;�'.ast0 '. Report No. FTL-4645, dated 08/11/05, signed and sealed by EdW44do Largae„spada, ...... P.E. .... .. •••••• (Submitted under NOA No. 07-0322.06) 0.0• 0.00 ••••• 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20I V4: :0 0 0:0 *0000• 2)Cyclic Wind Pressure Loading per FBC,T41, ,0,3;94 ••0 0:' along with marked-up drawings and installation diagram of an Ialuthihum single.hung 0 o.::0 window,with fin frame,prepared by Fenestration Testing Lab2ratpq, Inc 10 T sl0 0 Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/rr/09',both-sigpe:i and• • sealed by Edmundo Largaespada,P.E. 00 (Submitted under NOA No. OS-1018.01) 6. 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) Small 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 single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E.. (Submitted under NOA No.05-1018.01) 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 1 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) Manuel P ez, .E. NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 PGT Industries,Inc. 9 � NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t1' Edition (2014), dated 05/12/15,prepared by manufacturer, signed and seale.4 by;• Anthony Lynn Miller,P.E. ••••;• (Submitted under previous NOA No. 15-0519.08) •••••• • 0000.. . 0000.. 2. Glazing complies with ASTM E1300-09 6 8 0:*0 0000, 0000.. :0 . . . D. QUALITY ASSURANCE 000* •• ••••• 1. Miami-Dade Department of Regulatory and Economic Resources 000.. ZM). 0' ' 00000 00 00 . 0000.0 :00:0: E. MATERIAL CERTIFICATIONS 0 ' ' 0• 0000.. � 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chen4ic;l•Compainiy t1VIA) . for their"Sallex Clear and Color Glass Interlayers"dated 06/r9/14, expi thtg on00 j 05/21116. i 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 conformance, complying with FBC-5" Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, I signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. ' (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. ° (Submitted tinder NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,�P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. ` � M Manuel Pe ez, .E. Product Contro A No.16-0714.06 1 piration Date: March 26,2021 pproval Date: August 18,2016 f E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED ND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION ® -ALUMINUM DESIGN MANUAL,ADM-2010 =OR - ISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) ®PVB INTERLA •Alslsl�a7rs2-2oto _ 7(l)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/18"LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16'ANNEALED GLASS WITH A.090"KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.) OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16"LAMI CONSISTING O®(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF a 16"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.) SHEET OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13/16'LAMI IG:(1)LITE OF®/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAW CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13116"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 HOR 1.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS SECTIONS............5 WITH A.090-KURARAY BUTACITE6PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTSS LIST ....................6 J.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A EXTRUSIONSAI ..............7 ♦ • CORNER DETAILL..............7 - .090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) ' OR.090'SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L..13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .09�BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.�CONFGTIONS:"O (1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3. SSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4�RAME ANCHORAGE:THE ° S INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED RS ARE NOT REQUIRED. .ewnplying with tha Flat& Bwldn,fl Code 16.0 , .p(P AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. AcccPtaoce r } mt Date 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-0957,FTL-4958 AND FTL-5063. By ANSI/AF&PA NDS FOR WOOD CONSTRUCTION 1 LINT t °de Product Cunfr� ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNA •• • • • i ti',I I i I I r r r t -9rTHIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGMVEL00"o� • ♦ • • „ .....,. ,a, 1 HURRICANE ZONE(HVHZ. • ♦• • s • ••i • ;r.�`cO,'Y�. ." 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. 00* ••• • • • • ° J ; C(-6 ryld wray. Ilr� " JRt - O�OSHB F ADDED SPACERS TO SHEET 2. GENERAL N yES• - • •• • • _' IF)F' .\ �wbir 1070 TECHNOLOGY ORIVE N.VENICE,F134275 ' ♦ Y ��; ��- ALUM.SINJ♦&&HUIIu WWEM•IQ/1}SACT •' '• P.O.BO%1520 • 7i I1`1\ en•n heK NOKOMIS,R34274 Vwbly Bar- ""'� `"" °'"'°"` "•' A.LYN14lMILLER,P.E. F.K. 9/1/06 J.J. 2l23y07 311700 NTS 1 d 11 4040-20 F FL P.E.#58705 • •• •• • 41 • •• 0• Part# Description Material 1 71 Kommelling 4SG TPS Spacer System '72 Quanex Super Spacer nXT with Hot Malt Butyl See this Sheet for 73 Quanex Dumseal Spacer Materials 41 112'NOM. 74 �inal R e Spacer 44 1/2"NOM. REF RENCETEST E ORTSS:FTTL-8717,8088 8 8970 GLASS BITE GLASS BITE 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENE GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHE D GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 5/18"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 71-74 71-74 a a UPGRALITES DED T 1 1 (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN J�;Gl; DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM. OM. PVBINTERLAYER or I GLASS BITE 46 BITE SAFLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 38 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/16"NOM. 13/16"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 _ PRODUCT REVISED ALUMINUM as complying will,1110 F10rtd6 *OAM EMENT B�Iduzg Code SILICONE HOT-MELT BUTYLPOLYISO- DESICCANT FILL AREA AI O ICI.,p9,�� STRUCTURAL BUMENE 5/18"NOM. IwGSTRUCTURAL SILICONE 3/18„NOM SEAL174"NOM. FOAM SILICONE SEAL B POLYISOBUMEN WITH BUTROLL-FORMED Minmi[jade Raducc Cw WITH DESICCANT DESICCANT DESICSTAINLESS STEEL IV, F EXT.GLASS EXT.GLASS EXT.GLAS EXT.GLASS • • • • • • • •• ,,,,1:111!!/,i.,, INT.GLASS INT.GLASSSS •• • • • • ••• • .1>I-+!;,.,.'•. "'- • INT.6LA6S • • • • • • n KODISPACE 72 SUPER 73 DURASEAL® 74 XL•EDGE"' 4SG TPS SPACERWNXT'" SPACER SPACER . ... ... ... 6 /y/I6 T weVaa' . . . .•. . ._ , i , / - JR &~%VWe F AWED SPACERS. GLAZIN flE LS • • • • ' Rnbbr 1070 TECHNOLOGY DRNE �. ; N.VENICE,FL 94775 • •• - L ;:"Em P.O.607528 �TALUM.ZWNGL4hUNG 41&90&,,IMPATJt •NOKOMIS,FL 34274 Vis*Better """�°" � °'""` � ° FA�LFL P.E.#58 05.E•F.K. J.J. P/=7 SFl70o Full 2 11 41M0-20 • • • • • • • • • • ••• • • • •% • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. _ BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS _ WINDOW HEIGHT "0" WIDTH GLASS TYPEjo - 66" 68" 70" 72" 74" 76" MEETING RAIL 48" A,B,M 80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 +80.0 -80.0 +79.0 -79.0 q 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 "x S H 531/8" A,B,M +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0UPTO63118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 50 618" 63" 72" 74" 76" 48 A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -7 70.0 HT. MEETING RAIL 60" M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 - .0 -70.0 +70.0 -70.0 I „x H 62" A,B,M 0.0 +60.0 -80.0 +80.0 -80.0 +76.9 0.0 -70.0 +68.8 .68.8 +67.6 67.6 L 63118" A,B,M +80.0 -80.0 .0 +80.0 `-80 .0 -75.0 +68.0 -68.0 +66.7 .88.7 +65.5 -65.5 UPTO631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 4 CUSTOM VIEW&RADIUS TOP F INTEGRAL FIN WINDOWS W/HIGH SIL N TABLE 3. BASED ON FLANGED WIND -TO-TIP FRAME DIMENSIONS WT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH=76"FLANGED TEGRAL FIN) .0. MINUS WIDTH S TYPE 17118- 1 2211116" 1 283116" 1 3331W' 1 396/16- 4413116" 1 50 3/8" 16" - SASH 63D,E,F,J,K,O& +80.0 -80.01+80.01 -80.0 +80.0 -80.0 1+80.0 -80.0 1+70.0 1 -70.0 1+70.0 1 -70.0 1+70.0 1 -70.0 1+70.0 1 -70. HT. TING RAIL TEST REPORTS TABLE 4. A.5/16"LAMI- 1/8'A,.090,1/8'A FTL-4647,4648,4723,4967 FTL4647,4648 C.5/16"LAMI-(1/8'HS,.090,1/8"HS) FTI-4647.4648 D.7/16'LAMI-(3/16-A,.090,3/16"A) FTL-4645,4885 E.7116"LAMI-(3/16-A,.090,3/16"HS) FTL-4645 F.7/16"LAMI-(3116"HS,.090,3/16-HS) FTL-4645 NNouuc7 Nsvlshn m cmnplyiiig wIM the Rlotifii G.13/16"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL-4646,4723 O"itpt Cao N.I/ /�CcIi.8r d. �•o IQ. H.13/16"LAMI IG-118"T.AIRSPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) FTL4646 ' .I, Dale � ) 1. 13/18"LAMI IG-118"T.AIRSPACE.5/16"LAM]- 118"HS,.090,1/8"HS FTL-4646 Oy J.13(16"LAMI IG-1/8"T.AIRSPACE,7/16"LAMI-(3116"A,.090,3/16"A) FTL-4649,4650 Munni ade I'roducl q„ K.13116"LAMI IG-1/8'T,AIR SPACE,7/16"LAM[-(3/16"A,.090,3/16"HS) FTL-4649,4650,4958 L.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3116-HS) FTL-0649,4650 •• ••• • • • • •• 1 I t I!`� -. M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/8-A,.090,1/8"A) FTL-5063 • • •• • • • • • .� '`:; ••..'! ;. NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOVJ J M THE 1tABL�S lNE6AlRVE4ERIGN • PRESSURES ARE UNEFFECTED. ••• •• • • • •• •' - ' 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 38-MAXIMUM. 4.GLASS TYPES C.G,H,AND 1 MAY BE USED IN SASH ONLY • ••• as& sea -. o.k - 1070TECHNOIOOVfMIVE DESIGN' E URS •T • - • • N.VENICE.FL 34275 �� I •• - 1 -' �� °°°" "'°°6 P.O.Box 1528 F ALUM.&MNGLEVIL/NG VMDiaW,IMPA�t • NO.OMIS,FL 34Z74 VBibly Better "11i0� °m1e' °"e1 Pnr6°"' A LYNN�I"R P E. °� Sworn NTS 3 a 11 4040-20 FL P.E.#58705 FK 9/1/05 J.J. 2/23107 • •• •• o.6 • • •• •• ••• • • • ••• • • 531/8" LANGED WIDTH 521/8"MAX.I. IDTH 49 5/8"MAX.FIXED D C DLO(ALL) 75Y MAX. C 75'MAX. 75'MAX. SEE DLO O I.F. A A I.F. I.F. TABLE / p.J HEIGHT EE DLO HEI HT SEE DLO HEIGHT / TABLE O j TABLE O j 76"MAX. 76"MAX. 76"MAX. FLANGED FLANGED L FLANGED HEIGHT HEI HT HEIGHT SEE DLO 38 /16' TABLE X j SASH SEE DLO X S E SEE DLO X 1E (MAX.) _ HEIGHT TABLE — / NO 4 TABLE — / NOIE 4 L 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C µ DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 7r� B E I 75'MAX. * 75'MAX. I I.F. I.F. HEI HT E HEI HT SEE DLO SEE DLO TABLE O j 76' TABLE O j MAX. 76"MAX. FLANGED FLANGED HEIGHT HEIGHT PRODUCTREVISED 20' 20" .comptyin8 with dr 6}x46 SEE DLO TABLE X j I SASH SEE DLO TABLEF77/1 SASH �"fld, oO�HEIGHT HEIGHTaa PnMuct DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) •• ••• • • • • • •• NOTES. • • •• • • • • • Y..-, 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. •• • • • • ••• . _ _ 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. •• ••• •• • • • •• 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. 0 or iworECNNOLocvotirvE ELEVATIONS• 0- •• 0 0 t — N.VENICE,FL 34275 ;L r • ).f!4 :- ALUM.$WGLihui G M IMPA t 61V LE eox 1520 „ �, �, ,,." A.LYN<J MILLER,P.E. t vrd.a wm NOKOMIS,FL 34274 Visibly Better NTS 4 s 11 4040.20 F FL P.E.#58705 F.K. 6V1iD5 1J. 2/23/07 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Fes--—2.784"--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)8"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE 9,10,11,15,16 31 MAX z.71a FIXED 7 8 OR 17 LITE DAYLIGHT 25 OPENING OUTSIDE 25 1 —MAX.FIXED LITE DAYLIGHT OPENING r- MAX.WIDTH 6 SECTION A-A oursloE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE _ 23 47 50 MAX. HEIGHT 21 2.946 HIGH OUTSIDE I SILL LOW �L MAX. VENT DAYLIGHT 49 HIGH SILL 4$ LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — 68 �211710" I.F.FRAME 28 53 PRODUCT NEVIS6D ar cmnplyingwith the Flod& OUTSIDEI 'A' 14,0 1(p-O )¢,06 Aesop" No 1 I pital' Date , 6 By 53 2.948" p4iami Pcndwx 52 2.330" (HIGH SILL) 63 (LOW SILL) SEE NOTE ABOVE 54 •• • • •• "1;I:i l r r r ; ULTRALIFT 69 ••• ••� �7• ••• ••• ••• 3 30 12ONLY ULTRALIFT 2 ONLY SECTION C-C SECTION B-B RADIUS TOP " ��- (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) rt«saen_wtK 7L,kbnc � _ meq"` • • • _ • • • -t . SECTIONS • • • • • " si ww Mn4a"ec 1070 TECHNOLOGY DRIVE lY • • • -:� l N.VENICE,FL 34275 --�' P.D.gox ts2s PT ALUM. I M GL ONG ,IMPA •• %:u I ,;; ' NOKOMIS,FL 34274 Vmibly gets 81it1'0 °ix1pA° A LYNN MILLER,P.E. •:ow: a.e"4 w*' SH700 Hllf 5 d 11 4040.20 F FL P.E.#58705 FJC 911105 J.J. 2,2"7 • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG#/ DESCRIPTION P DWG.# DESCRIPTION PGT# 1 4 2A' FLANGE FRAME HEAD 61222 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X1.000 QUAD PN.SMS 781 P2AN 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAM 628V7 510 7 4025 SASH STOP 612244 \ 68 4051A SASH BOTTOM RAIL HIGH SILL 64051 8 4D25 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 840 9 4029 SPIRAL BALANCE,3/8",518-,OR 11/16" 70 SILICONE,DOW 899,995 OR EQUIV. 10 1080- BALANCE COVER,3B"OR SB" 6BALCVR916 2V"' 116'LAM,(178'A.090 PVB,1B'A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAM,(1B OHN PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1B"HS,.090 P\6,1/8-HS) 13 1085/108 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(1B"A.090 PVB,1B'A) 15 #8 X I PHILLIPS FLAT HEAD S.STL 78X1FPAX 84 E.GLASS,7116"LAMI,(1B"A.090PVB,l/8"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16'LAM,(1B"HS,.090 PVB,1/8'HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16-LAMI IG;1/8-r,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1B"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM IG;1/8"T,AIR SPACE,5/16"LAM,(1B"A.090 PVB,1/8"HS) 19 #8-32 X 1/2"LG.PH.FH.TWE F S.STL 7832X12FPFX 88 I.GLASS,13116-LAMI IG:107,AIR SPACE,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16-LAM IG;118"T,AIR SPACE,7116"LAM,(3116"A.090 PVB,3/16"A) 23 4008C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAM IG;1B"T,AIR SPACE,7/18"LAM,(3/16"A.090 PW.3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAM IG;1/8"T,AIR SPACE,7/16"LAM,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13116"LAM IG;1/6"A AIR SPACE,5/16"LAM,(1l8'•A.090 PVB,1B"A) 27 - 1016 #8 X.625 PH.FL.SMS 7858 2.678 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 .784 30 1226 WSTP.,BULB VINYL 6TP249 j 2 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOC K3/32"X25/64"X1" 71622K �D 3. 5 36 1052 LANA IG SETTING BLOCK 1"X3/4"X 1116" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,I4 .062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248 ' —L 41 4039B GLAZING BEAD,5/16 LAM.GLASS. 64039 47 FRAME,I.F.HEAD 42 4044B GLAZING BEAD,5/16 LAM[W/GRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7/16"LAMI 64202 O FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7/1 6"LAMI W/GRILL KIT 6 85 48 46 4067 GLAZING BEAD,13/16"LAMI I.G. 087 #4072A,6063-T6 2.908 47 4071A FRAME,I.F.HEAD 4071 PRODUCTRFVISBD 4072A FRAME,I.F.LOW SILL 64072 2 374 m cm plying wilh do FIDd& 49 4073A FRAME,I.F.HIGH SILL A,—PI.—NI-1 Code 64073 i •O lQ..0{o_ Aa:nylnnce TJo 50 40748 FRAME,I.F.JAMB 64074 L. Dnte t 1 52 09 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM 0 53 10 SPRING,SILL LATCH EGRESS 7SPRNG THICKNESS miiami de PfnduclCwirui 54 2740 ILL LATCH EGRESS)(HIGH SILL) 62740 4 71 2. 1 55 1014 S EEN FRAME(HOR.VIER.) 61014 NOM •• ••• •1. .:�f6256 1630 SCRE ORNERKEYWIRINGS 71630 • • 57 1631 SCREEN C KEY W/OUT RINGS 71631 • •• • • • • ••• • 58 1073 SCREEN SPRING !GASP • • • • • • • • _ 59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K • 50•FRAME, I.F.JAMB •• /.+.,. : 49 FRAME,I.F.HIGH SILL #40748,6063-T6 #4073A,6063-T6 0 (USED AS RADIUS TOP HEAD) " PARTS LIST • • • • • ems,. gMm,r 1070 TECHNOLIVE •• •• �7r1 ., i_ "-';•': N.VENICE,FL 3OGY427DR5 it • • , li„,.• \t a.le — ALUM.SIN6�E HLNG WINd15W,w1PACT • P.O.Box 1529 n"�,�,t n.."rnc A.LYNN MILLER,P.E. Dwxw oNz ct�e nY> NOKOMIS.FL 34274 Visibly Better F.K. 9MiD5 J.J. 2!2$•177 SN700 NTS 6 s 11 4040-20 F FL P.E.#56705 • • • • • • • • • • I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 2 fl I.F.FRAME TF- —�2.78a--{ .062 I II II/ I I 2.830 2.330 1.3� .062 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 O FLANGE FRAME SILL (LOW) WELD 1.749 #40030,6063-T6 I 6 or 50 ALONG SCREW BOSS(2) SEALANT OR GASKET ( I AT HEAD AND SILL 121.710 1 1.613-� 738 062 .490 ,040 .062 VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O6 FLANGE FRAME JAMB 7 #4025,6063 T5 17 #4053,6063 T5 050 #4004,6063-T5 _I (USED AS RADIUS TOP HEAD) 1.165 ��TT 111122�� .678 �{ 1.342 2.326----1 T 1.096--1 --�I-T f--2'27s---1 � � 0� 1'jae 4,1 GLAZING BEAD,5/16" ff � #40398,6063-T5 .062 2.155 1.707 .062 1.979 O SASH SIDE RAIL .062 31 #4008,6063-T5 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 678 21 #4054A,6063HD-T6® #4006C,6063HS-T6 #4007,6063-T5 aso 050 ' 1.096 I _L PRODUCT REVISED O GLAZING BEAD,5/16". a c"mpiyws withth"Flmi& s78 42 IloRding co& #40448,6063-TS K Accnptauce No tCo-O 14.0(0 2.328—� 1096�,� 1 (USED W1 GRILL KIT) Eap6at� Date �`tryn��O2( osz 44 GLAZING BEAD 7/16" Miami ode PraA"ct Ctm rol/ ` 2 9� #4222,6063-T5 �/I 3.446 2.638 •• ••6-883—�� .050 • • •• t 1 .062 • } • •I�•—�I-•1.Of7 • �ii.!e. .050— .678 • • i� •• • • I ' si6 GLAD NG 9EAD••1.316 IG I-►--2.784 1.115—}�---�� •• •• • 40&.6%3:- 5 • ••• ;.1 `5;1iri!1 _ O GLAZING BEAD,7116" SASH BOTTOM RAIL (HIGH) 69 FLANGE FRAME SILL(HIGH) 68 #aos1A,6063-T5 45 5 *00 #4050A,6063-T6 (USED W/GRILL KIT)#98 C.6063-T5 6 I Of. 6 f 1070TECNNOLOGYDRIVE EXTRUSIO & M CORNERDETAIL• " r N.VENICE FL 39273 �— ALUM.SIAkilE HING WINDOW,J&PACT•• • i P.O.BOX tsze ,� ,v" •,,� omwow A.LYNN MILLER,P.E. 0 9s rr.tr NOKOAt15.FL 39279 vw*Bever He If 7 d 11 4040 20 F FL P.E.#58705 F.K 212VD7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5. ANCHORA t T WINDOW HEIGHT 1. ANCHOR TYPE - �T,4AB6ro A 2-114"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 1 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: U U U U U U U U U U U U 'UM U�O 2.ANCHOR LOCATIONS ARE BASED ON THEZ Z M Z Z M Z^Z 2 Z M Z�Z Z ZOOOtONOc - OOWINDOW GLASS tfOONOOON NOON0 0OOOONOON00 FOLLOWIINGDIMENSIONS.M WIDTH TYPE U U U U U U U U U U U U U U U U HEAD-181/2'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS _..---. .. ._ _-- ...--_---_ ..... _ _. __._._ _.. _._ .-_.___._- -_.._ ..___.._........_- . ..__.. .._.. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 7 2 1 1 1 1 1 2 1 1 1 1 2 2 2 1 1 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 3 2 2 3 3 6"MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 1 2 1-1 1 1 1 112 1 1 1 2 2 - 1 2 2j 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 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 1 1 1 1 1 1 NOTE 2. H,I,J,K,L 1 21 1 1 21 21 21 P221 222222222222I2222322222322213332233 24.000 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A B,M 11-2- 1 1 112 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 212 2 3-2-12.-2-12 2 3 2 2 2 3 313 212 3 3 ARE 1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 2 1 2 2 2 2 3 1 12 2 2 2 3 112 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3(3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 l' 1 1 `. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A,B,M -_ -_.._ ._ _ ___. _ - __ _.._ --- .-- _-._---- _ _ __ _____ MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1,2 1 12 21 2 21 3 1 12 2 2 2 3 1 12 21312 3 212 2 3 2 3 212 2 3 3 3 2 2 313 314 3 2 313 3 4 3`3 4 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1]_2 1 2 2 1 2 1 2 . 1 2 2 1 2 2 1 2 MAXIMUM DESIGN _ __ --_---_.. PRESSURE FOR THE H,I,J,K,L 2 2 1 2 212 2 3 1 2 2 3 2 3 2 2 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 31 5 3 3 4 4 RESPECTIVE SIZE 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS Ag,M 21212212231 22132 22 2321-223232132334233334313314353344 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ --—- _ 40.000 H,I,J,K,L 221222232221323222322323214213333423 34353334453344 VC,D,E,F,G, 2 2 2 2 2 2 2Z L23 �i'3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1i2 212 213 212 2 3 213 2213 2 3 214 2 3 3 3 3 4 23 314 3 5 313 314 415 3 3 414 79 TABLE KEY: 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2, 2 2 2 2 2 2 -. ..__._ .._. . _.. MAX PSF 44.0002222222322232322332423333423333423 T 3533344153445 (DP LIMITED) 118 PRODUcl'REVISED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w cmnpl)ing with uw FlotMJa A,B, -.._... ... _1... .. ..-._._ — _... Buitainu Cote 2F212;1 2 2 r2 213 2 2 213 2 3 2 2 3 3 2 4 2 3 3 3 314 2 3 3 3 3 4 2 3 3 4 3 5 3 3 314 4 5 3 4 415 HEAD pmnpwnw Nn l •Q O1p21 ABOVE 2 3 PSF 79 79 .IAMB E imr t Dute �LLUU C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 J Y ......_.. .— _. ......... .....__.....__. 1'4 .,.._..... ._.. .._......., _...__. _ _..-._. . AMB BOW Miami do ProdVct Control r MT 48.000 H,I,J,K,L 2222222322233423313342334342'334 3533 3435334'541631455 MTG.RAIL 2 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 212 2 2 2 3 212 213 314 2�3 313 314 213 3141 3 4 2�3 3�4 315 313 314 315 313 4!5 416 11 50 • (FiLILLQP) PSF 72 79 79 • • • • •L,*n y ;,n„ • •• • • + C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 2 �AOuE 21 �a` 53.125 H,I,J,KL 2 2 22 2 2 2 3 2i2 213 3 4 213 314 314 2 3 314 314 3 3 314 315 3 3 414 416 314 415 31A .6 •• I�PJL• • 2 2" 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 A,B,M - — __ .. __ 222222232'22133I42I3314314233143,4333;4 353134144;533415416314415 P ANCHORAGE SPA ING{1/1�NINDOWS • • R.w Br. petr�enr 1070 TECHNOLOGY DRIVE - - "° N.VENICE,FL 34275 rms • - 1 m� r"— ALUM.SIN&h&HUED WINL�IN,'IMPACT •• P.O.BOX 1529 �� ,, �,, an.a �.,,, w • A.LYNNMlli!L6kP.E. �, 0�1r: ry„�„a nee NOKOMIS,R.34274 visibly BNte F.K. 7/22W J.J. 2!23707 SK7D0 NTS 8 a 11 4040-20 F FL P.E.#58705 ••• • •u • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 090 O • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOT 1. ANCHOR TY S: 1-1/4"ELCO WINDOW HEIGHT SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE. coU 0 U U 0 U U O U U U U Uz Uz 2 ANCHOR LOCATIONS ARE BASED ON THE c, O Ocli oO�Cll z z�0 zzo z_zmo � T �WINDOGLASS N OOcliO OO 0 FOLLOWING DIMENSIONS: WIDTH TYPE U U U U U U U UoU U U U HEAD-18 1/2"MAX.FROM TOP CORNERS ;TVC,D,E,F,G, 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS _.. _ _ . _ _.. _.__._.... _ _._. _._. . .__. _. ... _ ...___. _ .._._ 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 21-2-11-1 2 2 2 2 2l 1 2I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 6"MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED A,B,M til 1!1 111.212 211,212 2 2.2(1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 3(2 2 2 312 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 1 2 2 1 I 1 2 i 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 21 2 3 2 3 2 2 2 3 2 312 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A,B,M 1 1 11-4 1 1 1 -1-i 1'1 -212 21-2 212 2 2)2 2 2 2 2 2 2 2 2 2I 2 3I 2 312 2 3 2 312 21 2 3 2 3!2 2 2 3 2 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A _ -_ _._.., BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 H,I,J,K,L 1 1 1 1 1 1 2T2 212 2 2 2 3 212 2 2 3 3 2 2 3 3 3 3 3 2 3 3 313 2(2 3 3 4 r3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY p ABM1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 .1.1 1 1 1 212 2 2 2 2 213 212 2 2 313 2 2 3 3 3 3 3 2 313 313 212 3 L 3 4!3 31 2 4 3 4121 31 2 41 3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS ......._._ _._I_. _... _...... _ __.__. AVAILABLE. 37.000 H,I,J,K,L 1 1 1 1 1 1 2 2 m 2 3 31 3 2 2 3 3 3 3 3 3 41 3 3 3 3(2 3 3 4 3 3 24 3 4 4 3 2 4L3 A,B,M 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 7 1 111 1 1 2'2 213 212 213 313 2 2 313 3(3 3L 4I3 3;3 312 3 3 4 3 3 2 .4 3 4 4 312 413 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2(2 212 21 3 212 3 3 3 3 212 31 3 41 3 3 3 4'3 31 3 31 3 4 3 4 4 3 3 4(3 4 4 3.3 5.31 A,B,M 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 111111 222122r22132I2313313223I34I3334{33'3334134143 34134!43!3513 TABLE KEY: PSF 49 1 79 56 79 79 ` C,D,E.F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX.PSF _.. .............. . ._. __-.. .. . ....._. ... ..Ti . .-......._ (DP LIMITED) 117 PRouucr Rcvlsta H,I,J,K,L 44.000 111111222222332233314233344334134(�4334344334( 4I43354 HEA ns cmlplyingwilh the Flolidle 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ° �o6 O f�I�� A,6,M --. JAMB ABOVE 3 3 A �t a I 1 1 1 1 1 1 2 2 2!2 2 2 3 3 212 31 3 314 2 3 3 3 4 4 3 3 41 3 4!4 3 3 413 4 4 31 3 41 3 4 4 31 3 514 ome ?O21 PSF 45 74 51 74 79 79 G.RAIL °y C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Miami devtuduclC 46.000 H,I,J,K,L 1 1 1 1 1 1 -2T2 212 2 2 3 3 212 3!3 3 4 3 3 3 3 414 3 3 414 4!4 3 3 4 4 4 4 4 3 514 414 413 514 MTG.RAS 2 2 2 2 2 2 2 2 2 -2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 I A,B,M 111111 22 YI22233212313 314 311. 3 3 3 414 313 414 414 3(3 414414413 1414ai 514 � " • • • ••• i i��• 2 PSF 41 67 46 67 76 79 • - C,D,E,F,G, 2 2 ,2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 9 3• 2• Z i �AMBA80LE 2 2 _ _ _ 53.125 RAI HAJ,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3'3 3 3 4`4 3 3 4 4 4 4 3;3 4'4 4 4 313 414 5;5 4 3 4 Sri 4••• • JAMS BL W ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG.�� _. 111111 22 2'2 2T2333133!34j43341444 334;44;43134;4 514 413 5 4 5`44135';4 y�b P T ANCHO GE'SPACWQ,S�AARD EW'• gy - peNWn 7070 TECHNOLOGY DRNE N.VENICE,F131T75 �— ALUMr�INGLLHONG N O ,?MP• T oa r P.O.BOX 1529 a,e.,ra.t • ,,,,s A.LYNN MILLER,P.E. as a� - NOKOMIS,FL 3927e V&ibly Beaer F.K. 7/29AJ5 J.J. ?023107 SM00 NT$ 9 n 11 4040-�0 F FL P.E.#58705 z z2 W 9m(n N OWLL JON W, I- ^w MUw X 3 S O S ; CL LL x M� _ �(D CL w Qw S w ,0w, z Mzw wZ�Lh �° mom �gv E zd 1-M O Jr:ZUw J W~¢V-1-U Z,IL MF-Z�I- uZ<wb c _.�✓. 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NDN ^ N N NIN NIN W ONOO a m +`+ m ` N N N N N ^ N N N (' ONOO rN r''.N <�N r;N NiN NN ^ N N NIN m ONOO r N N N N N N Z Z < r w Z LL) OOOAA N rN r'�N N!N ^ N N N N A NIN ^ N N a r DOOM m W ERZ 1 ' - N N N ^ N A .121 N N N NI w ONOO E1Z rNO t4 � N r � Nr 2 N1ONOON ]C4 N N NQ N; ^ NIr -g N1r W ONOO N N N N (A (VN:r ^ Nr ^ Nlr Nir f-Hr r < < r r ' I ' .Z OOOM r N N N N N ^ N Q EZ a3 a L.J L J L J a li J a LL J a li J a tL J a LL J ay `S W Y W`.L W Y W Y W Y W Y W Y W Y v a Cf tiin>> (7� o d d d d c o Ir F� 3S 0 00 0 0 0 n N F ¢=Opp X 8 8 8 8 8 go 8 d _ F- O O F r O O O O N Z O 2 T N M co M Ncd d 8 U)m: Z CO Q 3 - N M M Y 7 Z Z [(L Q N Q tq Q $ f f r , NOTES: EXTERIOR INTER !F0R CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL WOOD ANCHOR APPROVED 114"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-314"M .EDGE, (SEE NOTE 2 8 3) ANCHOR TO CONCRETE EDGE IS 13/4". CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 1 l8 3) (SEE NOTE 4) 1"MIN.EDGE 1/4"SS4 CRETE-FLEX. .35 KSI MIN. .1 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 13/8"MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 111 WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1.314"MIN.,1/4-CRETE-FLEX1�8" INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE MIN1 12"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE . WOOD BUCK O _ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) S.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4' 114, 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET p A DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS ED HEAD ANCHORAGE. MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN - INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 11/4' 1 IN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. "MAX.SHIM MIN 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1 "MAX. SHIM--►{ 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO C ACT 1-3/4"MIN EDGE O 1"MINtEDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF F URRENT, EDITION. CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING' FH BELOW MEETING RAIL.(SEE NOTE 1& ) RAIL.(SEE NOTE 2 8 3) Li . 3.35 KSI MIN.CONC TE INTERIOR r OR 1.5 KSI MIN.C (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WI LID CONCRETE 2x WOOD BUCK OR CMU SUBSTRAT E NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D PICAL FLANGED JAMB ANCHORAGE 114" 518"MIN.EDGE 2-12"EMBEDMENT MAX.. 1/4" SHIM O WOOD FRAME MAX. I'TtODUC'tltfVlSED —WOOD FRAME SHIM I =emnplyi"gttith00Florid- _� hail *arae 1 0 14.0(0 5/8'MIN.EDGE A"`Ptfl1Co110 rO� .131'DIA.MIN. kixpiratian Date ) x 2 1/2'NAIL, to 2-12"EM EDMENT — AT CORNERS y .131'DIA.MIN. AND 5"O.C. Minmi ade Product x 2 1/2"NAIL, WOOD FRAME AT CORNERS AND 5"O.0 Lw 5/8'MIN. 131"DIA.MIN. • • • • •• "` ::: .:+.```i'..:-. 1/4" x 2 112"NAIL, • • • • • • MAX. AT CORNERS • • SHIM AND 5"O.C. -1�'f;NB:D*N:•• • so • • t�_ Vit,{.,,.:• DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL)• •• • • '• TYPICAL INTEGRAL FIN ANCHORAGE ( N/16 *so 009 ANCHOl3AG:DETAILS • • • Oeec y"yy,� 1070 TECHNOLOGY DRIVE - N.VENICE.FL 34275 rtr • • • • • -l�!i - a� ;— ALU NG e HUNG:W1A&)6 W,IMFUT P.O.lwx 1529 a.a.+�ar: a an.r .0 N, • •,,.. A.LYNN�ILLER,P.E. t WF 5;F.—cn.ab 02 NOKONS•FL 34274 Ytribly Better NTS 11 "r 11 4040-20 F FL P.E.#58705 F.K. 8/fAD6 J.J. 2/2aA77 ••• • • • • ••• • • ••• �• •• • t • •• •• a r M IAM I-DADE MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION NNEM 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.eov/economy s ries, nc. 1070 Technology Drive North Venice,FL 34275 :.'..:. This NOA is being issued under the applicable rules and regulations governing itbe-use of:Mls%ction••.•:• materials. The documentation submitted has been reviewed and accepted by Mianri-)31ade County RER ; Product Control Section to be used in Miami Dade County and other areas where jdfh qd by tbe.AQthority • Having Jurisdiction(AHJ). •••• • ' •• ••••• This NOA shall not be valid after the expiration date stated below. The Miami-731de County.Psoduct��6'"• Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miamz-Va de County reserve**:: the right to have this product or material tested for quality assurance purposes. I!this iroducl or ipaterial....; F fails to perform in the accepted manner,the manufacturer will incur the expense of such.testing:MZl•thb AHJ. may immediately revoke, modify, or suspend the use of such product or materiaNit1ri>i their jdwisdiction.: RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product dontrol 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 - DESCRIPTION',Series"HR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCU . rawr ccWindow, Impact", sheets 1 through I I of 11, dated 02/28/06,with revision G dated 05/05/16,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 RATINLarge and Small Missile Impact Resistant. LABELING: Each unit shall bear a perm ent 10IDelWIM Trie manu ac urer s name or logo, city, state, l model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise , noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in 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 revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 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 NOAH 15-0519.09 and consists of this page 1 and evidence pages E-1,E-2 and E-3,,as f well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0714.13 MiarrwaoE couNnr Expiration Date: December 21,2021 �® Approval Date: September 01,2016 g�22�1�0 a PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ` A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 0 7-081S.09 and 06-0405.06) . 2. Drawing No. 4127-10,titled"Alum.Horizontal Roller Window,Impact', Wefs 1 .... • through 11 of 11,dated 02/28/06,with revision G dated 05/05/16'prepared by.:. •• manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS ' 00000 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading par�BE, TAS;j0, ;94 •• •• 2)Large Missile Impact Test per FBC, TAS 2(71'-9T 3) Cyclic Wind Pressure Loading per FBC,TAS'Wi:94 • 0 000090• alongwith marked-up drawings and installation diagram of a PVCsliding ga �door. . a PVC fixed window and an aluminum sliding glass door, usiriW.•Roiiispasai4SC TPS000 spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system Md XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. 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 NOA No. 0 7-081S.09) 3. 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 i 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) - A 1 y Manuel Per , E. NOA No. 16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-1 i PGT Industries,Inc. + NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 20?94 • :;••:6 •, 5) Cyclic Wind Pressure Loading per FBC,TAS=T-94 ' � 000009 6)Forced Entry Test,per FBC 2411.3.2.1, TAS•ZQZ*-94 •• :••••: along with marked-up drawings and installation diagram of an MX Wumilu&.' ..... horizontal sliding window,prepared by Fenestration Testing Lablif tory,Ii:q..jst *9:9*' Report No. FTL-4859, dated 03/08/06, signed and sealed by Edt tMdo Latgaespada, "":' P.E. ...... (Submitted under NOA No. 06-0405.06) C. CALCULATIONS '• 1. Anchor verification calculations and structural analysis, complying with`FBC-511 Edition (2014), dated 05/14/15,prepared by manufacturer, signed and sealed by i Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 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 Compainy (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,Iric. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. + n2l, Expiration Dat1 Approval Date6 E-2 P PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May f 16, 2015,issued by mariufacturer,'signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no fmancial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. `••••• ...... (Submitted under previous NOA No. 15-0519.09) '..' • 3. Laboratory compliance letter for Test Report No. FTL-5330, iss-eei-by Fenestration •••••' Testing Laboratory, Inc., dated 07/18/07, signed and sealed by CUIWS. Riond'a P.E. :•••• (Submitted under NOA No. 07-0815.09) ; • 4. Laboratory compliance letter for Test Reports No. FTL-4858 ��.TL-4$59,issued..:..' by Fenestration -Testing Laboratory, Inc., dated 03/08/06, cigrwd and:seated by••••:• Edmundo Largaespada, P.E. ;••;•; • 00 (Submitted under NOA No. 06-0405.06) '_ •• 5. Proposal No. 16-0125 issued by the Product Control Section, datiq Aprch C4.2016, ;••'•; f signed by Ishaq Chanda, P.E. G. OTHERS ~ 1. Notice of Acceptance No. 15-0519.09,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Rolling Window-L.M.I., approved on 07/,09/15 and expiring on 12/21/21. a t i f t ' t Manuel Perez Pro NOA No. 16-0714.13 Expiration Date: December 21,2021 Approval Date:'September 0 E-3 i i GENERAL NOTE IMPACT HORIZONTAL ROLLER FLANGED A D INTEGRAL FIN WINDOW STANDARDS USED: e2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1.GLAZING OPTIONS: SEE FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM El 300-M eANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION A 5176"�MICONS�ISTING (2)LITES OF 118"ANNEALED GLASS WITH A.090"'PVB"INTERLAYER. D M•ALUMINUESIGN MANUAL,ADM-2010 eALUMI UM 2-2010 B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER.. C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"'PVB"INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"'PVB"INTERLAYER. E.7/16'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-"PVB'INTERLAYER. NOA DRAWING_ MAP F.7/16"LAM[CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-"PVB'INTERLAYER. SHEET G.13116"LAMI IG:(1)LITE OF 1/8"OR 3116"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 IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 1.13/16'LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16"LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13116"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"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 3/16"ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. L.13/16'LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 7/16"LAMI Q01MAIS ING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER. 2.CONFIGURATIONS:OX,XO,X 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%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. + PRODUCT REVISED ' as'O.Plying wide dw Fhorift Bu1d og CO& 6.F A L CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Accepu000No��O" J E irntioa Deis / 2� 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION M1�m Pn�s1 Cpm �.J 04 UAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •• ••• • • • • : ••• �d 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP A14ANCH Q E H ED. _ •• *00 •• • • • •• _ _.V I_c5 - _ s "PVB"=.090"BUTACITE®PVB INTERLAYER BY KURARAY AMERICA,INC. Y r1�( L - er. wd. _ a..Irec o�tw� • ••• ••• ••• ••• •• a I fa� rH O&W16 G ADDED SPACERS TO SHEET2 - GENERAL NOTES` • •` `• • 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 1k • oxc mX ALUQ?H04.Ak.JWL:09VIANDC4,,1MDACT P.O.BOX 1529 _ NOKOMIS,FL 34274 Visibly Better •• 4� 4n..e mreN. •" A LYNN`MILLER,P.E. SFX Z2&W J.J. as" NR710 NTS 1 > 11 4127-1U G P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• 50 y1 50 Part Description Material 75 Kommeding 4SG TPS Spacer System 53 1/2"NOM. 55 1/2"NOM. 76 Quanex Super Spacer nXT with Hot Melt Butyl See this GLASS BITE GLASS BITE Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal XL Edge Spacer 51 60,61,82 51 83,64,65 REFEREANco TEST REPORTS:FTL-8717,8968 8 8970 j 1I8'ANNEALED OR HEAT STRENGTHENED GLASSIYJ 6'ANNEALED OR HEAT STRENGTHENED GLASS .090 PEI INTERLAYER 090 PB INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS ` 5116'NOM. 7/16'LAMINATED 5116'LAMINATED GLASS 7/16"LAMINATED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A EXTE INTERIOR - TEMPERED I.G.GLASS CAP. BOTH THE DP AND ANCHOR LL SECTIONS) "PVB" KURARAY BUTACITEO QUANTITY TO REMAIN 1 " PVBINTERLAYER UNCHANGED. or i P1 50 2111viff"Nom. 50 SAFLEX PVB INTERLAYER BY I EASTMAN CHEMICAL COMPANY ' 7578 1/2"NOM. 1/2"NOM. 59 GLASS BITE LASS BITE 52 66,67,68,69,70,7172,73,74,75,76,77 1/8'ANNEALED OR HEAT STRENGTHENED GLASS3178'ANNEALED OR HEAT STRENGTHENED GLASS.090 PVBINTERLAYER .090 PB INTERLAYER1/8'ANNEALED OR HEAT STRENGTHENED GLASS3116'ANNEALED OR HEAT STRENGTHENED GLASS 5118'LAMINATED 7/16'LAMINATED5/16'OR 316'AIR SPACE3/16'OR V4'AIR SPACE118'OR 3/16'ANNEALED OR TEMPERED GLASS118'w 3/16'ANNEALED OR TEMPERED GLASS 13/76'NOM. 13/16"LAM IG GLASS W15/16"LAMI 13/16"LAMI IG GLASS W/7/18"LAMI S I ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT pOLYISO- DESICCANT FILL AREA PRODUCT REVISED STRUCTURAL BUTYLENE M camplyiog with the Florid. 5/i6'NOM. O,wldrtl Code SILICONE SEAL 8 STRUCTURAL 3/t6"NOM. 5116'�M• Acne rtm« POLVISOBUMENRI114'NOM. FOAM BUM g SILICONE SEAL WITH DESICCANT WITH DESICCANT ROLL-FORMED ea7lon Date / DESICCANT FOAM STAINLESS STEEL By EXT.GLASSEXT.GLASS EXT.GLASS NLar:a deFmdoe! F_7CT.GLASS INT.GLASS ••• • _�,�eg • • •• '"' ".'il,�,•�/', T.GLASS INT.GLASS `"'''�Y O KODISPACE O SUPERODURASEALO • L E E:•: : : :.: •• _ F. w ' 4SG TPS 7e SPACER®NXTn SPACER • ••i ••• i i ••• JAR 0SM1e G ADDED SPACERS GLAZIISG WAILS a - -- • y.yb,r 1070 TECHNOLOGYOR Z75 --„ ... G+ N.VENICE,O 34T15 i= •. N.7r A ALU .HOR NfAL LI�R•WMDCk IM T P.O.BOX 1529 4w4�•• �`. • n�+•4e • 4Yc ' wean OA.d�tl Ores NOKOMIS.FL 34274 Visibly Beth A.LYNrILSIILL�R P.E FJC 2/2&W IT 323A7B irR710 FUII 2 + 11 4127-10 G P.E.ase7as j ••• • • • ••• • • - TAB XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1" LLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" W. 84" A,B,G,H '+60.0 50.0 +60.0 -60.0 +60.0 ' 50.0 +60.0 50.0 +60.0 1 50.0 +60.0 +60.0 -60.0 +60.0 -60.0 86" A,B,G,H +60.0 50.0 +60.0 : -60.0 +60.0 1 50.0 +60.0 -60.0 +60.0 ' -60.0 -60.0 +58.8 ` -58.8 +56.2 ; -56.2 FOR INSTALLATION IN 106 3/8 G,H +60.0 50.0 +60.0 i -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 ± +60.0 60.0 +55.2 55.2 +52.3 ' -52.3 THE HVHZ ABOVE 30 108" A,B,G,H $0.0 +60.0 60.0 +60.0 60.0 +60.0 50.0 60.0 +60.0 -60.0 +54.61 -54.6 +51.7 -51.7 FT,GLASSTYPESG- L SHALL HAVE A 111" A,B,G,H +60.0 +60.0 ; -60.0 +60.0 -60.0 +60.0 +60.0 50.0 +59.5 59.5 +53.6 ; -53.6 +50.9 i -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 -60.0 AND ANCHOR UP TO 111" D,E, ! -75.0 QUANTITY REMAIN J K,L +75.0 UNCHANGED. TABLE 2. " XOX(1/3,1/3,1/3)FLANGE OR INTEG FIN WINDOWS(FLANGED N WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE HEIGHTS UP TO 63" TO 88 7/18" "+60.0 i -60.0 E F, r TO 86 K L +75.0 - TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 75.0 +75.0 :` -75.0 +75.0 j -75.0 +75.0 75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 66" 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 i -74.2 +70.21 -70.2 72" 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 +69.6 i -69.6 +65.2 1 .65.2 prsoDucT>zewseD "s cemplyin;;with the Ftaidn 74" A,B,G,H +75.0 -75.0 +75.0 j -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 i -68.1 +63.8 -63.8 A-cep,mx No 1 -D 1¢, rotes Dwc ��/ UP TO 74" C,D,E,F, +75.0 i -75.0 I,J,K,L I °y ta;®d Ptnd�tc GLASS TYPES: MX),FTL-4859(OX&XO)AND FTL5330 A.5/16"LAMI-(1/8"A,,090,1/8-A) G. 13/16"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5116"LAMI-(1/8"A, .090,1/8"A) u: g.5 H. 13116"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,W1G iAMl,-(i/8"A9.090,1/8"HSt• C.5/16"LAMI-(1/8 HS,.090,1/8"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"AIR SPACA,5/16"LAMI(1d8"MS!.090 1I8"MS) • •• • • • • •i• • D.7/16"LAMI-(3(16"A,.090,3/16"A) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"tAMI+(3M6"A,.40P,316'1)00 000 • 0 All E.7/16"LAMI-(3/16"A,.090,3116!'HS) K. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3116"A,.090,3/16"HS) F.7/16"LAMI-(3116"HS, .090,3116"HS) L.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16-HS) 1070 TECHNOLOGY DRIVE DESIGN PRE3 -URE6 • • • N.VENICE,R 34275 _ ALU HOR pIVrAL QOLJER•WAVDCSK/MI�ACT ' ` IYM.bc •,fir; :,;_i P.O.BO%1528 NOKOMIS.R 31274 y/,,p�(�,$«(n ��•• �" "'� • Oi4•� ""` A.LYNN MILLER P.E F1H1/0 NTS 3 a 11 4127-/0 G P.El5870.5 FJG 7/Z9N8 J.J. 323A7B ••• • • • • ••• • • 27 3/8" 27 3/8" 27 3/8" MAX.DLO 54 5/16"MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D D B B B 'i B 85 7/16"MAX.WIDTH I.F.FRAME 110"MAX WIDTH I.F.FRAME—� �6 111"MAX.WIDTH FLANGE FRAME 7/16"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 AX. 33 9/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. LO FIXED DLO VENT 1 4? SEALANT OR GASKET _ - < : 83"MAX. FLANGE AT HEAD AND SILL A I q FRAME ALL 15 56" ONFIG. M X. MAX PRODUCTREVISED MAX. DLO ALL / DLO ALL — 15 I.F.FRAME Il,Id g C 'th 8le Flaiaa FIXED / / VENTS 62"MAX. LITES I.F.FRAME 0 x ALL ny — CONFIG. .sm'DeileProdscl I ••• • • 1 FLAANGL-FRAAIP � r– 73"MAX.WIDTH I.F.FRAME�I ••• ••6.0 EVCD- • • • -• ,...ir; 74"MAX.WIDTH FLANGE FRAME +{ • • •• = (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO M1 ELEVA O T • • • 10707ECHNOLOGY DRIVE _ / - N.VENICE,FLP.O.59X 1529 34775 • • • • • /, --Irk`. ALUM.HOR&PAAL I�OLL£R•W/ND0W,IMPACT NOKOMIS,FL 34279 A.LYNN MILLER E- AK 2/2m J.J. 32TS 3M HR710 N 4 + 11 4127-f0 G P.E.e 58705 • •• •• • • • •• •• INTERIOR 37 32 35 22 39 1 22 16 2 EXTERIOR INTERIOR 13 21 I MAX.VENT DLO I^ MAX.FIXED DLO MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR37 39 17 HEIGHT 35 32 FLANGE FRAME MAX. VENT DLO Lim 16 MAX. ll�� FIXED DLO ' 22 �— MAX.FIXED DLO MAX.VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 kIWER.10R�' PRODUCT REVISED � YioB with I6e Florida �wla�code 12 24 $ EXTERIOR lcctFmceNol -0Z� E irnRm: 7 12 M,fh,i Prodoa Cao6di I 7 EXTERIOR INTERIOR 6 • 10 • 0 SECTION C-C 42 SILL •• •' HEAD •• � � ••• `G � (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F. FRAME) (VERTICAL SECTION,I.F.FRAME) T _ R.w. _ 1070 TECHNOLOGY DRIVE SECTAVSR• • • •" • N.VENICE,FL 34275 o— "'"'""` P.O.BqX 1529 = ALU !HQIsC N_fAL LLVR.W NDCk IMI�ACT pr„4,o� CLr� Oa4' NCKOMIS.FL 34274 Visibly Better ��•• T, — • • � 0.LYNN MM.LER RE F.K. 2/2848 J.J. 3/73rD8 NR710 0 5 + 11 4127-10 G P.E.a5e705 ITIIN DWG#REV DFS MAT PGT#. II'Em DW(;[REVI DESCRIPTION I MAIL PGI# 1 4102 1 A IFIANCEFRAM D 6063-T6 AL 612237 66 CLASS 13116"LAMI IG•1/8"A ,3/8-AIR SPA 5/16"LAMI(1/8"A-090 PVD,1/8"A) 2 4025 SASH STOP ANTI LIFT CLIP) 6063-T5 AL 6 67 13/16"LAMI IG-1/8"A(MIN.),318"AIR SPA 5/16"LAMI(1/8-A,.090 PVB,1/8-HS) 3 #8 X 3/ PAN HEAD 7834p 68' 13/16"LAMI I&1/8"A(MIN.),3/8"AIR SPACE,5/16"LAM](1/8-11S,.090 PVB,1/8"HS) 4 4053 SA STOP COVER(SASH STOP) 6063-T5 AL 69 13/16"LAMI IG3/16"A(MIN.),5116"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB,1/8"A) 6 4136 FrANGE FRAME SILL 6063-TEAL 64136 70 13/16"LAMI IG-3/16"A(MIN.),5/16"AIR SPACE,5116"LAM[(1/8"A,.090PVB,1/8"HS) 7 4137 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 PVD,1/8"HS) 8 4131 ROLLFRTRACK 6063-T6 AL 64131 72 " 13/16"LAM[1&1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI 3/16"A,.090PVB,3/16"A 10 71 WEEP HOLECOVER POLYPROP. 71298 3 13/16"LAM[I&1/8-A(MIN.),1/4'AIRSPACE,7116'LAMI(3/16-A-090 PVB,3/16"HS 12 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 7 " 13/16"LAMI IGllM[8"A(MTN.),1/4"AIR SPACE,7/16"LA (3/16"HS,.090PVB,3116-HS) 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 75 " 13116"LAMI IG 3/16"A(MIN.),3/16"AIR SPACE 7/16"LAMI(3116"A,.090 PVB,3/16"A) 76 13/16"LAMI IG-3116"A(MIN.),3/16"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"HS) I 4134 IGAsKEr FORMAINFRAME SII L JOINT 74134W/K 7713116"LAMI IG3/16"A(MIN.),3/16"AIR SPACF,7/16'LAMI(3/16"HS,.090 PVB,3/16"HS) 5 1155 1#8 X 1.000 QUAD PN.SMS 78]PQA 90 14 SCREENFRAME OR&VER 3105•H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641 IOG 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 17 4054 B F'DCED MEETING RAIL 6063HD-T6 AL 64054A !96 1 1 SCREEN CORNER KEY W/OUT RIN(S POL)PROP. 19 4066 W STP.,.187 X.230 FIN SEAL 64066G 107 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 162 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 W STP.250 X.270 BACK,FIN SEAL 61683G 1635 SCREEN SPLINE-.135 DLA.HARD EM PVC - 23 225-1 ROUERHOUSM&GUIDE 42112HD SCREEN a- 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710 �{ 33 1235 W STP.,.170 X.270 BACK,FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1 1016 #8 X.625 PH.FL.SMS 7858 37 4126 SASH SIDE RAIL. 6063-T5 AL 64126 2 624 38 1683 W STP.,250 X.270 BACK,FIN SEAL 61683G OF12 39 7070 IBULB WEATHERSTRIP.187 X.275 67070K 40 ILEFT RAIL COVER CAP 74079"C"L OR R 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 #4139,6083-76- 43 4141 I.F.FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE,IOW 89919M95 OR UIVALENT PRODUCT REVISED 51 1224 VINYLGLAZINGBEAD BULB(THICK) 6TP247WK use"mplyi>B wifhf6e Ffarida t3uildiug CMe 52 1225' VINYL GLAZING BEAD BULB(THIN) 6TP248K 2.784 Acuplmce T7a Jap 4y�A 53 4039 B JGLAZING BEAD-5/16' 6063-T5 AL 64039B P�10"� 7GUG� J55 4044 B GLAZINGBEAD-5/16"W/GRIL.LKIT 6063-T5 AL 644703 .062 3.152 N � vomit 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 985 C GLAZINGBEAD-7/16'W/GRR1KIT 6063-T5 AL 6985 062L719884067 GLAZING BEAD-13116" 6063-T5 AL S 5/16'LAMI(1/8"A,.090PVB,1/8"A 43 I.F.FRAME,SAE;.. • • • • 1/S"HS) #4141,6OWT6 • • • • • • • 7-7 64 62 5116 HS;.090 PVB 1/8"HS) • • •• • • s • 63 7/16"LAMI(3/16"A_090 PVB,3/16"A) ••• ••i ••i • • 2llt • - ;ae ::, 64 7/16'LAMI 3/16^A,.090PVB,3/16"HS) 42 I.F.FRAME SILL 65 7/16"LAM[(3116"HS,.090 PVB,3116 HS) O #4140,6063-TB F _ � f 1070 TECHNOLOGY DRIVE r�T ,v • • • • N.VENICE,FL 34275 7 - °' •"� P.O.BOX 1529 p ALUM.-HOR NtAL BpLtwwMDcIIn�IMPACT u��,0� ore NOKOMIS.FL 34274 Vkribly Better ' 111°`••• �' ""� O � A.LYNN MILLFJL P.E. FX agave J.J. 323Ne 1w7fo NTS 8 + 71 4127-10 G P.E. 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r1.513�� .062 1.187 r- .040 I� 3. 52 1.443-y 1.37 ,06 .08 O SASH STOP COVER 3 � 2 3,190 4 #4053,606375 1.122 2.7102.710---�{ O FLANGE FRAME HEAD I-- --{ 1 O FLANGE FRAME SILL O FRAME SILL ADAPTER 2.764 #4102A,6063T6 #4136,606376 #4137,6063-T6 f 1.383 .062 061 1 61' 7 .082 13 FLANGE FRAME JAMB •-�If 062 � � #4002A,608376 .490 .437 �-.-1.403 T—�-�-•1.451-�{ 1.461 O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063-T5 #4131,6063T6 #40548,6063HD-T6 .062 2. 79 .062 �7 2. 26 �9 k 'i83 O6 � 13134 III .676 1.349+1 �{ 1.081 1.291—I 1.096�"I SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD 5/16" PRODUCT RHjthd. 21 s ccm�plying with tlx Florida #4133,6063T5 #4006D,6063HS-T6 #4126,6063-T5 #40398,6063T5 6uiidingCedc/�-O / Accepreuoe Tb .I_�i._ [.c ireri"n Dara 7� .050 (� � i,ti�xi v,odaat yt 878 78 .0501 .678 .883 .050 ~6'~— 1.096 { I' 1.115--t�r•��i•• • • • • • •}.--��1.097 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/i6"••: :�: ING BEAD 13/16" f #40448,606375 #4222A 606375 #985C,6063-T5 •• • • • • 7,6063T5 (USED Wl GRILL KIT) (USED W/•G�PEL KJTJ •• •• •• �,Z- Off' T aa.+.las 1070 TECHNOLOGY DRIVE • RUST S • •- : _ _ ._ N.VENICE,FL34275TM. • • • • • • 1 P.O.BOX 1529 26m HORZONTAL ROL8W W OW,IMPACT ay oaY: 0Yr NOKOMIS,FL 34274 Vuib T 11.MILLER,P.E. F.K 1/18'06 J.J. Y23'OB HR7f0 H ff 7 + 11 4127-10 G P.E.p 58705 ••• • • • • 0:0•• • • 006 0 • • ••• • • ANCHOR QUANTITIES,XOX 1/4-112-114 WINDOWS TABLE 4 GLASS TYPES A,B,C,G,Ki GLASS TYPES D,E,F,J,K,L p OR TYPES: ANCHOR TYPE 2.3,WOOD Z CONIC 1,CONC 2,3,WOOD 2,CONIC 1,CONC / CO CONS 2- 4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES !m S PE .mm FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD d SILL';g HEAD8 SILL!g HEAD 8 SILL g HEAD8 SILL g HEAD d SILL'g HEAD 8 SILL -(118. /8 A) FT,GLASS TYPES G-L SHALL HAVE Ayy v. H !� !� '� '� i� /16"LAMI-(1/8'A,. "HS)53.125 x 38.375 1+C2+1+C2+1E 2 1+C2+1+C2+1!2 1+C2+1+C2+112 1+C2+1+C2+1.2 1+C2+1+C2+11 2 1+C2+i+C2+7' /16"LAMI-(1/8' .090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE G AND 1 /16"LAMI-(3J A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 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+1 3 1+C2+1+C2+1=3 /18'LAMI- 16"A,.090,3/16"HS) 50.625 1+C2+1+ 1!3 1+C2+1+C2+1.3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /16"LAM IG-1 8.OR 3/3116"(MI; 3/16" MI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16'LAMI-(1/8"A.090,1/8'A) 54.000 1+C2+1+C2+1 1+C2+1+C2+113 i+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+113 1+C2+1+C2+tj 3311 LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/S"SPACE,5/18'LAMI-(1/8"A,.090,1/8'HS) 60.000 1+CZ+1+C2+1 3 1+ +1+C2+1 3 1+C2+1+C2+1i 3 1+C2+1+C2+1.3 1+C2+1+C2+7!3 1+C2+1+C2+1`36'LAMI IG-1/8'OR 3/16"A(MIN.),5/18"OR 3/8"SPACE,5/16"LAMI-(1/8'HS,.090,1/8'HS) 16"LAMI IG-1/8"OR 3/18'A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3/18"A) 63.000 1+C2+1+C2+11 3 1+C2+1 +1'3 1+C2+1+C2+13 1+C2+1+C2+1,3 1+C2+1+C2+11 3 1+C3+1+C3+1 33/16"LAMI IG-1/8"OR 3116'A(MIN.),3/16'OR 114"SPACE,7/16"LAMI-(3/16'A,.090,3/16"HS) 60.000 z 38.375 1+C2+1+C2+1'2 1+C2+1+C2+1; +C2+1+C2+1.2 1+C2+1+C2+1'2 1+C2+1+C2+112 1+C2+2+C2+1' 3!16'LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4-SPACE,7/16"LAMI-(3/16"HS,.090,3/16'HS) 48.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+ +C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1's 3 1+C2+2+C2+ ,3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1+C2+1+C2i11 3 1+C2+1+C2+1=3 1+C2+t+C !3 1+C2+t+C2+1 3 1+C2+1+C2+1!3 1+C2+2 +113 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEM LARGER WINDOW IN TABLE. 54.000 t+C2+1+C2+1 3 1+C2+1+C2+ti 3 1+C2+1+C2+1 3 C2+1+C2+1:3 i+C2+1+02+1 3 1+ 2+C2+1`3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2 2+1'.3 1+C2+1+C2+.ti 3 +C3+2+C3+1 3 25 3/4"MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 221/2'MAX.O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+t 3 1+C2+1+C2+1'.3 1+C2+1+C 3 i+C2+14•(".2+ ` t+C3+2+C3+1 i 3 TABLE KEY: 74.000x 38,375 7+C2+2+C2+112 1_+C2+1+C2+ti 2 1+C2+2+C2+1?2 2+2+ +1?2 1+C2+2+C2+1i 2 X O X 48.000 t+C.2+2+C2+1 3 1+C2+1+C2+1!3 1+C2+2+C2+1'3 1+C2+2+C2+11 3 1+C2 C2+1 3 1+C2+2+C2+7 3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+7+C2+1�3 1+C2+2+CZ+1 3 1+C2+2+C2+1;3 7 2+2+C 1 3 1+C2+24C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 51.000 1+C2+2+C2+1E 3 7+C2+1+C2+11 3 1+C2+2+C2+1,3 1+C2+2+C2+1'•Y 1+C2+2+02+1!3 C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED 60.000 1+C2+2+C2+1.3 1+C2+1+C2+1 1 3 1+C2+2+C2+1 X 3 7+C2+2+C 1 3 1+C2+2+C2+11 3 1+ +C3+1�3 AT EACH MEETING RAIL PLUS i ANCHOR AT EACH OPERABLE VENT ENT 63.000 I+C2"+2+C2+11 3 1+C2+1+C2+1 3 1+C3+2+C3+1 i 3 1+C3+ 3+1'•,3 1+C2+2+C2+11 3 7+C3+2+ 1•;3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000x 38.375 1+C2+2+C2+1;2 1+C2+2+C2+11 2 1+C2+2+C2+1!2 t2+C2+1!2 1+C2+2+C2+1;2 t+C2+3+C@+1 (12)ANCHORS TOTAL AT HEAD AND SILL + + 48.000 t+C2+2+C2+1'3 1+C2+2+C2+1f 3 7+C2+2+C2+11 3 +C2+2+C2+1t 3 7+C2+2+C2+11 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2+7.3 1+C2+2+C2+113 7+C2+2+C2+ ,05.1+C2+2+02+1.3 1+C2+2+C2+113 4+C3+3+C3+113 54.000 7+C2+2+C2+1i 3 1+C2+2+C2+1i 3 7+C2+2+ +1.3 1+C2+2+C2+1!3 1+C2+2+C2+1 3 1+C4+3+C4+11 3 25 3/4"max. �[--3-MIN. 60.000 t+C2+2+C2+1 3 1+C2+2+C2+1i 3 1+C3+ C3+11 3 1+C3+2+C3+tj 3 1+C2+2+C2+1!3 1+C4+3+CA+ti 3 9"REF. 63.000 1+C2+2+C2+1,3 1+C2+2+C2+1j 3 1+ +2+C3+1;3 1+C3+2+C3+1,3 1+C2+2+C2+11 3 1+C4+3+C4+1 3 X O X 106.376x 38.375 t+C2+2+C2+1.2 1+C2+2+C2+11 +C2+3+C2+1.2 1+C2+3+C2+1 2 1+C2+3+C2+1!2 1+C2+4+C2+ti 2 T PRODUCTREVISED I as nxnplyiag with the Florida 48.000 1+C2+3+C2+1j 3 1+C2+2+C2+ 3 1+C3+3+C3+7i 3 1+C3+3+C3+1°3 1+C2+3+C2+1!3 1+C3+4+C3+7;3 MTG.RAIL,TYP. 8u,1 cod. /(o-O / "1 Ac 1u.No 50.625 1+C2+3+C2+1:3 1+C2+2 +ii 3 1+C3+3+C3+113 1+C3+3+C3+1'3 7+C3+3+C3+11 3 1+C3+4+C3+11 3 EXAMPLE CLUSTER W/ .OF 3 ANCHORS 'O"0°Data / 21 54.000 1+C3+3+C3+1'3 1+C2 +C2+1,3 1+C3+3+C3+1!3 7+C3+3+C3+1�3 1+C3+3+C3+11 3 1+C4+4+C4+1.3 (SHOWN IN TABLE KEY:OVE)� By M1fiaari Pmdaot C 60.000 1+C3+3+C3+1 3 1+ +2+C2+11 3 1+C4+3+C4+11 3 1+C4+3+C4+1!4 1+C3+3+C3+1�3 1+C4+4+G+1 3 63.000 1+C3+3+C3+113 +C"2+2+C2+1 3 1+C4+3+C4+11 3 1+C4+3+C4+1�4 1+C4+3+C4+1;3 1+C5+4+C5+1;3 253/4'MAX. 111.000x 38.375 1+C2+3+C2+ X 2 1+C2+2+C2+112 1+C2+3+C2+112 1+C2+3+C2+1!3 1+C2+3+C2+1'2 1+C2+4+02+11 2 ��`1 1/2"TYP ••Li • i'T Ii'-3'ytlhL 48.000 1+C2+3+ +1 3 7+C2+24-02+1'.3 1+C3+3+C3+11 3 1+C3+3+C3+1!3 1+C2+3+C2+11 3 1+C3+4+C3+13 • 4- •f •9"REF. • • • • • 50.625 1+C2++C2+1�3 1+C2+2+C2+11 3 1+C3+3+C3+1i 3 1+C3+3+C3+1'3 1+C3+3+C3+11 3 t+C3+4+C3+11 3 T • ••� • x 54.000 3 1+C2+2+C2+1'3 1+C3+3+C3+1.3 1+C3+3+C3+1i 3 1+C3+3+C3+113 1+C4+4+04+tj 3 .:.T • • • - 60.000 +C3+3+C3+1 3 1+C2+2+C2+11,3 1+C4+3+C4+1 3 1+C4+3+C4+1.4 I+C3+3+C3+li 3 MTG.RAIL,TYP. -_ 63. 7+C3+3+C3+1'3 1+C2+2+C2+1{3 1+C4+3+C4+11 3 1+C4+3+C4+1 4 i+C4+3+C4+11 3 7+C5+4+C5+1'•;4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS - n011 6, `�.,• RaaOay. arr �� - • • _ 1070 HNDLD0YDRIVE CH)bwwO GES ACING, COX 4-1/2-1/4 N-VENICE,FL 34775 • • • • • NaNNa� � IWAI HOWONAU ROLLER 140DOW,IMPACT M P.O.BOX L 34 A LYNN MILLER RE Oalc aak NOKOM15,FL 34274 12fi(>h'�[ta.T ao •� aws F.K T@8/05 JJ. 3?3176 HR710 NTS 8 + 11 4127-70 G P,E.Nse7os ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• i ANCHOR QUAN n nE$ XOX 113-1/3-713 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E.F,I,J,K,L - ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONIC 1. ANCHOR TYPES: 3 SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(135) Im Im 1m 1m im =m 2.GLASS TYPES: WINDOW S¢fi HEAD d SILL iF HEAD d SILL i 3: HEAD d SILL HEAD d SILL; HEAD d SILL 1 j HEAD d SILL i A.5/16'LA/3116- (118'A,.090,1/8'A) R INSTALLATION IN THE HVHZ ABOVE 30 H I' i� `-a+ �� B.5/16'LA1/8"A,.090,1!8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 38.375 i+C2+1+C2+72 2 1+C2+1+C2+1 i 2 1+C2+7aC2+11 2 1+C2+1+C2+11 2 t+C2+1+C2+1:2 1+C2+1+C2+1 2 C.5/16"LA (1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+113 1+C2+1+C2+1:3 1+Cl+1«C2+11 3 1+C2+1+C2+ti 3 t+C2+1+C2+1;3 1+CZ+1+C2+11 3 D.7/16'LA (3/16"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16"LA (3/16"A,.090,3116"HS) 50.625 1+C2+1+C2+1: 1+C2+1+C2+1'3 1+C2+1+C2+t1 3 1+C2+1+C2+T 3 1+C2+1+C2+1'3 1+C2+1+C2+11 3 F.7116`LA3/16"HS,.0W 3/16" )54.000 1+C2a1+C2+1i3 1 +1+C2+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+t3 1+C2+1+C2+ti 3 1+C2+1+C2+7i 3 G.13/16'LIG-1/8"OR 3/16' (MIN.),5/16"OR318'SPACE,5/16"LAMI-(1/8"A,.090,1/8'A) 60.000 t+C2+1+C2+113 1+C2 C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2+1 i 3 1+C2+1+02+1i 3 H.13/16"LIG-1/8"OR A(MIN.),5116.OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) 63.000 1+C2+1+C2+1 3 1+c2+1+ 1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+t 3 1+C3+taC3+11 3 1. 13116"LG-118"O 16"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) J.13/16'LG-1/8" 3/16'A(MIN.),3/16'OR 114'SPACE,7/18'LAMI-(3l16"A.090,3/18"A) 53.125 x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+11 i+C2+1+C2+1i 2 t+C2+1+C2+1 t 2 1+C2+1+C2+1i 2 t+C2+1+C2+1i 2 K.13116"LG-1 OR 3/16"A(MIN.),3/16'OR 1/4'SPACE,7/16'LAMI-(3/16'A,.090,3116"HS) 48.000 1+C2+1+C2+1;3 1+C2+1+C2+1:3 +1+C2+1:3 1+C2+1+C2+1 i 3 1+C2+t+C2+13 1+C2+1+C2+1 i 3 L. 13/16"L1 1/8"OR 3116"A(MIN.),3/16"OR 1/4'SPACE,7/16"LAMI-(3116"HS,.090,3/16"HS) 50.625 t+C2+1+C2+1i3 1+C2+1+C2+1I3 1+C2+ C2+11 31+C2+1+C2+l 31+C2+1+C2+1i3 1+C2+1+C2+ti 3 .3.WINDOW AOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+1+C2+113 1aC2+1+C2+1 3 1+C2+1+C 1 3 1+C2+1+C2+ti3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 DIMENSI OR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. . 60.000 1+C2+1+C2+113 1+C2+1+C2+1!3 1+C2+1+C2+11 +C2+1+C2+113 t+C2+1+C2+1i3 1+C3+1+C3+1i3 63.000 1+C2+1+C2+1:3 1+C2+i+C2+1;3 1+C2+1+C2+11 311 1+C2+1 i 3 1+C2+1+C2+1;3 1+C3+1+C3+11 3 H d SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+C2+11 2 t+C2+1+C2+1!2 1+C2+1+C2+11 2 1+C2+ +7 i 2 1+C2+1+C2+1i 2 1+C1+1+C2+1 2 25 3/4'MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22 112"MAX.O.C. 48.000 1+C2+1+C2+ti 3 1+C2+1+C2+ti 3 1+C2+1+C2+11:3 1+C2+1+ i 3 1+C2+1+C2+ti 3 1+C2+1+C2+7 3 TABLE KEY: 50.625 1+C2+1+C2+1;3 1+C2+1+C2+1!;3 t+C2+1+C2+ti3 1+C2+1+C2+1i +C2+1+C2+1i 3 1+C2+1+C2+1! X O X 54.000 1+C2+1+C2+1!3 1+C2+1+C2+/!3 1+C2+1+C2+11 3 1+C2+1+C2+1:3 1+ +1+C2+1;3 1+C3+1 t 3 ll+C3+i+G3+11 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+11 3 1+C2+1+C2+t i 3 1+C2+1+C2+11 3 1+C2+1+C2+7 i 3 1+C2+ +11 3 1+C3+1 11 3 63.000 1+C2+1+C2+1!3 1+C2+1«C2+ti 3 1+C2+1+C2+11 3 1+C3+1+C3+1 i 3 1+C2+1+ `3 t+ 1+C3+1t 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 38.375 1+C2+1+C2+1:2 1+C2+1+C2+ti 2 1+C2+1+C2+11 2 1+C2+1+C2+12 1+C2+1+C2+1; C2+i+C2+11 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 t+C2+1+C2+ii 3 1+C2+1+C2+113 1+C2+1+C2+1i,3 1+C2+1+C2+113 I 1+C2+1+C2+11 1+ +1+C2+1!3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+1 i 3 1+C2+1+C2+1:3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C2+1+C2 !3 1+C3+ 1i 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1;3 1+C2+1+C2+1:3 1+C2+1+C2+11 3 i+C2+1+C2+1;3 1+C2+1 +11 3 t+C3+1 1 3 (9)ANCHORS TOTAL AT HEAD AND SILL . 60.000 1+C2+1+C2+1!3 1+C2+1+C2+ti 3 i+C2+1+C2+11 3 1+C3+1+C3+1 13 1+C +C2+1i 3 1+C3+1+C3+7; (3-MIN.O.C.ANCHOR SPACING) 63.0D0 1+C2+1+C2+113 1+C2+1+C2+ti 3 1+C3+1+C3+ 113 1+C3+1+C3+1':3 +1+C2+11 3 1+C3+1+C3+113- 74.000x 38.375 i+C2+1+C2+li 2 1+C2+1+C2+1'2 1+C2+1+C2+11 2 1+C2+1+C2+1 1+C2+1+C2+1;2 1+C2+1+C2+1'.2MAX 25 3/4"MA 48.000 1+C2+1+C2+1'3 1+C2+1+C2+1;3 1+C2+1+C2+11 3 1+02+1+C2 ::3 1+C2+1+C2+ti 3 t+C3+1+03+11 3 ��{1--3'MIN. 50.625 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+ +1;3 1+C2+1+C2+1i3 1+C3+1+C3+1,3 54.000 1+C2+1+C2+11 3 1+C2+1+C2+7 i 3 t+C2+1+C2+13 1+C +C2+1;3 1+C2+1+C2+11 3 I+C3+1+C3+1 31 9"REF. X O X 60.000 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C3+1+C3+113 1 3+1+C3+11 3 1+C2+1+C2+1;3 1+ C3+1+C3+113 T haooUcreEVlSEo :u comotyiog weth the Flondn 63.000 1+C2+1+C2+713 1+C2+1+C2+1i 3 1+C3+1+C3+1i 3 +C3+1+C3+ti 3 1+C2+1+C2+1;3 1+C3+1+03+113 BuitdmgCod- MTG.RAIL, qcc-p,eazNo 1 e4.000x 38.375 t+Cz+1aC2«r;z 1+cz+1+C2+1:z 1+cz+t+cz+ z 1+cz+i+C2+1;3 1+C2+1+C2+112 1+C1+t+c2+ti 2 EXAMPLE CLUSTER TY.OF 3 ANCHORS �"oo°•° 48.000 7+C2+1+C2+113 t+C2+1+C2+11 3 7+C2+1+ 113 1+C2+1+C2+113 t+C2+1+C2+113 1+C3+I+C3+11 31 SHOWN IN TABLE F ABOVE) Br 50.625 1+C2+1+C2+1;3 1+C2+1+C241i 3 1+C2+ C2+11 3 1+C2+1+C2+1i 3 1+C2+1+C2+1i 3 1+c3+1+C3+11 3 ( iy,q•,1 Yradoec 54.000 I+C2+1+C2+1 3 1+C2+1+C2+1 13 1+C,041+03+1 1 3 11+C3+7+C3+1:3 1+C2+1+C2+113 1+C3+1+C3+113 60.000 1+C2+1+C2+1;3 1+C2+I+C2+1 i 3 C3+1+C3+11 3 1+C3+1+C3+1 i 4 1+C3+1+C3+1 i 3 1+C3+1+C3+11 3 63.000 1+C3+t+C3f1i 3 1+C2+1+C2+1; 1+C3+1+C3+11 3 1+C3+1+C3+T 4 1+C3+1+C3+11 3 1+C4+1+04+1':4 I I 1 1/2"TYP. 86.4372 38.375 1+C2+1+C2+7i 2 1+C2+1+C2 2 1+C2+1+C2+11 2 1+C2+1+C2+ti 3 t+C2+1+C2+11 2 1+C2+1+c2a1i 2 • •• •• • •• 1�3"y11N.•• _ 48.000 1+C2+1+C2+1j 3 1+C2+1+ +113 1+C2+1+C2+71 3 1+C2+1+C2+1 3 j1:+C2+1+C2+II 1+Cz+1 i 3 1+03+7+03+1 3 • 9"RE ••X • •Q• X ` 50.625 i+C2+1+C2+11 3 1+C2 +C2+1,3 1+C2+1+C2+11 3 1+C2+1+C2+t:3 3 t+C3+1+C3+1t 3 •• • • • • •• 54.000 1+C2+1+C2+113 1+ +1+C2+ti 3 1+C3+1+C3+113 t+C3+1+C3+1 3 1+C2+113 t+C3+1+C3+11360.000 t+C2+1+C2+1!3 +C2+1+C2+113 1+C3+1+03+113 1+C3+7+C3+1:4 1+C3+11 3 t+C4+1+C4+114 MTG.RAIL,TYP.63.000 1+C3+1+C3+ ; 1+02+i+G2vl'!3 7+C3+1+C3+11 3 1+03+1+C3+1 4 1+C3+i;3 1+C4+t+c4+ti a EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS ZZI b rt.re.e _ • cat• 000 WNW r 1070IECHNOLOOYDRNE CHORA ESP LING, X1,x-1/3-1/3 _ `..... N.VENICE,FL 34275 �'• • • ! • • • t';7 .. P a.eox l sza A&W HORGONTA!ROLLER WI DOW,IMPACT D� o� NOKOMIS,FL 34774 j/�(j�f3,$�� - A LYNN MILLER RE F.IL Y/2&W J.J. 323N8 MR710 NTS 9 + 11 4127-10 (�` P.E.p58705 ••• • • • • ••• • • • • • • • • • • • • • 00 90 • • • •• •• ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONIC -1/4"ELCO TAPCONS -1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES m m m pN0 Q� m m A.5/16"LAMI-(1/8"A,.090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE 65 co U) i U) 1 2 u7 to i 2 2 v1 M +{fM YC 090118 FT,GLASS TYPES G-L SHALL HAVE A W V = a8 ' =a6 ' =at) ' = arJ ;' =a8 - =ail - C.5/16"LAM'[-(1/8•HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 i 2 1+C2+1 i 2 1+C2+1; 2 1+C2+1 2 D.7/16"LAMI-(3/16•A,.090,3(16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16'LAMI-(3/16"A..090.3/1(r HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/16"LAMI-(3/16•HS,.090,3116"HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1; 3 1+C2+1 i 3 1+C2+1 3 G.13116'LAM]IG-1/8'OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8•A,.090,1/8"A) H.13116"LAMI IG-118"OR 3/16"A(MIN.),5/16"OR 318'SPACE,5/16"LAMI-(1/8"A,.090,1/8•HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1; 3 1+C2+1 3 1+C2+11 3 11+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16'OR 3/8"SPACE,5/16"LAMI-(I/B'HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 3 1+C2+1; 3 1+q+1 3 J.13/16"LAMI IG-1/8'OR 3/16"A(MIN.),3/16"OR 1/4•SPACE,7/16'LAMI-(3116-A,.090.3116-A) K.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'HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1': 3 1+C2+1 1 3 1+C2+1! 3 1+C3+1 3 L. 13/16'LAMI IG-118'OR 3/16"A(MIN.),3116"OR 114"SPACE,7/16•LAMI-(3/16-HS,.090,3116"HS) 48,000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 i 2 1+C2+1 2 1+C2+11 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 t+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1:' 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+113 1+C2+11 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 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+11 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+11 3 1+C2+1 i 3 1+C3+1 3 TABLE KEY: O X 53.125 X 38.375 1+C2+1 2 1+C2+112 1 1+C2+1; 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 F2-+-c3-+2T-3-1-ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 1 3 1+C2+1's 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 1 3 1+C2+1 1 3 1+C2+1 1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1! 3 1+C3+11 3 1+C2+11 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 + +1 + + 1+C3+1! 4 1+C2+1 1. 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+11 3 1+C3+1' 4 1+C3+11 3 1+C4+1 3 VENT AND FIXED SECTION. (7) I ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+21 2 1+C2+1 3 1+C2+11 2 2+C2+2 2 48.000 1+C2+1 3 + ! 1+C2+11 3 1+C2+1 3 2+C3+2 3 (3-MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1 1+C2+1 3 2+C3+2 3 1+C3+1! 3 1+C2+11 3 2+C3+2 3 83/4'MAX. 54.000 1+C3+1 4 1+q+11 4 1+C2+1 j 3 2+C3+2 3 j I I --I�3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+214 1+C3+11 4 1+C3+1 3 2+C4+2 4 J- 9' REF. 63.000 1+C3+1 4 1+C3+1 3 2+C4+2; 4 1+C3+1!• 4 1+C3+11 3 2+C4+2 4 X 0 PRODUCT REVISED 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2': 3 2+C2+2i 3 1+C2+1 2 2+C2+2 3 n aauPtyfog with tl�e Flaaida l3uildm Coes 48.000 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+C2+2 4 1+C2+ti 3 2+C3+2 3 MTG. Aa�P�acN91G-o l� 50.625 2+C3+2 4 1+C2+1 3 2+C3+2? 3 2+C3+2'[ 4 1+C2+1; 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS '""onD°°D �(J-21 54.000 2+C3+2 4 1+C2+1 3 2+C3+2. 4 2+C3+21 4 1+C2+1i 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+C4+2, 4 2+C3+21 4 1+C3+1i 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2; 4 2+C3+21 4 1+C3+1 3 2+C4+2 4 1e 3/4•MAX. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2; 3 2+C2+2; 3 2+C2+2 2 2+C2+2 3 1 112^TYP. If3"MIN 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+21 3 2+C3+2 4 ••9"R14IL-0 EF.o •• • i O • 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 •• • 54.0002+C3+2 4 2+C3+2 3 2+C4+21 4 2+C3+21 4 2+q+2i 3 2+C4+2 4 • •G• • • • _s , •• •4 �R • • • •• 60.000 2+C3+2 4 1+C3+1 3 2+C4+2i 4 2+C3+21 5 2+C3+2 3 2+C4+2 4 = 63.000 2+C3+2 4 1+C3+1 3 12+C4+21 4 2+C4+21 5 2+C3+2. 4 2+C4+21 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 6 I y 6 wws 1070 TECHNOLOGY DRIVE AAIGHORAMSWING,OKANDXO WINDOWS T _ N.VENICE,FL 34275 - P.O.BOX 7529 AWO •n.l RbLLU W/AROW,IMPACT ,, • Orr Onr NOKOMIS.FL 34274 1/yj(,Jy$��•• ' S- '� •ati4My �` A.LYNN MILLER P.E. F.K. 2/1W J.J. 3=W raxno NTS 10 + 11 4127-f0 G P.E. 58705 • • •• •• • • • •• •• ••• • • • ••• • • 13/4"MIN.E.D.TYP NOTES: 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO MIN.3.4 I ��1"MIN.EDGE NOTE 3 1 3/8• TAPCONS EMBEDED 1 3/8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 314'MIN.. MINIMUM DISTANCE FROM CONIC E MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x OOD v 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. OTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/47 114 THAN 1 1/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX.JJJJ MAX.JJJJJ CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. C NCRETE WOOD CHOR, ANCHO 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM TE 1 DETAIL A NO 2 DETAIL B OF 1/8"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 PICAL FLANGE F E HEAD SECTIONS 12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE R TIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" 5.MATERIALS, CLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SKIM 1 1 3/8" 114•MAX. M�1 I-� 1 1/4"MIN. DISSIMILAR M ERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I ' MIN. I I (1.5 KSI CMU) OR 2-12"MIN.EMBEDMENT PER NOTE 1 lfin (3.4 KSI CONCRETE) WOOD CONCRETE - ANCHOR, ANCHOR, NOTE 2 NOTE 1 .� 1 3/4• ( EXTERIOR INT IOR ) "MIN.EDGE ?•MIN.E.D HEA 8 SILL DETAILS ,B,C,D, &H) TYP. 2x WOOD BUCK,NOTE 3 1x WO BUCK NOTE 3 u SEE NAILING I IOR 5/8'MIN.EDGE DETAIL E DETAIL F ETAILS E,F 8 I) EXTERIOR TYPIC& EL4 FRAME JAMB SECT 5/8 MIN. CONIC E WOOD DETAIL H (HEAD) A HOR, ANCHOR, NOTE 1 NOTE 2 ForNAILING .131 DIA.MIN.x 2 12'Nwv— AIL PRODUCT REVISED AT CORNERS AND 5"O.C. ac —plyi%with the Florida TYPICAL DETAILS G.H 81. O 8.iIdmg Code 114" 1/4" �pt, ,hb 13 16•a t4.202I MAX. MAX. SHIM SHIM 1 i4i J_ �7 /8"MIN.EDGE idiami Rdo product SEE O •NOTE1 13/8" IN. NAILING . 13/4'MIN. • 0 ti•MIN. • •• _ E.D.TYIN • • SEE NAILING MIN.3.4 KS 1.'1111N•EbGE • •• • • • • • CONCRETE WOOD • • • • • ••• • DETAIL C BUCK, DETAIL D 2-1/2"MIN.EMBED NOTE 3 DETAIL 6ILtr• ••• ••• • •DtTAIL 1(JAMB) = L FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS )i 4 C RAGE Ai; • • :,:: .._':<_`.: 1070 TECHNOLOGY OR VE N.VENICE.FL 34275 _ ISWAF o r 'ALUII41d0kiZ01WAt ROLLER t* NDOW,IMPACT P.O.BOX 1529 p J. 07 NOKOMIS.FL 34274 1J/,T(� 4� ° — A.LYNN MLLER,P.E. F/c 22&OB J.J. 323M8 waro H.; 11 d 11 4127-10 G P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i M IAM 1-RADE MIAMI-RADE COUNTY t ff,6111,110 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 N ww.miamidadegov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 Caunty.RER - Product Control Section to be used in Miami Dade County and other areas where allowed by tLe'.�uthority••••• . . • Having Jurisdiction(AHJ). •• • 000090 This NOA shall not be valid after the expiration date stated below. The Miarni•-� County Product•0••.. Control Section (In Miami—Dade County)and/or the AHJ(in areas other than MiatIADMe County}reserve:....: the right to have this product or material tested for quality assurance purposes. Il:MVprodue$o: material' • fails to perform in the accepted manner,the manufacturer will incur the expense of AM testing and t ie AHJ•• ••• may immediately revoke, modify, or suspend the use of such product or material.vytt�pr their;etithction....... RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade„C44m4y Product.Control Section that this product or material fails to meet the requirements of the applicable buii$i4g code. ....:. This product is approved as described herein, and has been designed to comply with.ke Flor;fa Vuilding: Code,including - •• •••. ' DESCRIPTIO : Series "CA-740"Outswing Aluminum Casement Window M.I.-L. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through_1l of 11, dated 08/08/12,with revision B dated 05/05/16, 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 Laand Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. ]RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in 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 revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 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 NOA#15-0519.13 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. NDAugustll,201 MIAMMOADE COUNTY Expiration Da Approval Date i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled"Casement Window Details—LM& SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16,signed and sealed by Anthony Lynn Miller, P.E. 0000.. 0000.. B. TESTS . .0 0 ., 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading perTBC,TAS 2t7--94 ...•:• 2)Large Missile Impact Test per FBC, TAS 20PI- 4•• 1 • :0609: 3) Cyclic Wind Pressure Loading per FBC,TAS 203,94 :'. '. ' along with marked-up drawings and installation diagram of a PVC sliding;glass door...• • 000000 .... a PVC fixed window and an aluminum sliding glass door, usirW:•1vtlispa<VV90 TPS..... spacer system, Duraseal'spacer system, Super Spacer®NXTTV"er systenrand XL •• EdgeTM spacer system at insulated glass, prepared by Fenestration Testing J.W44ratory,""" Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970'.date(I11/16/15,••••• 06/07/16 and 06/02/16 respectively, all signed and sealed by Idafrnis brtega,PtF; 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, 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 NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC-5th Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel ems, .E. Product .Gnat NOA No. 1 - 629.21 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS • 1. Statement letter of conformance, complying with FBC-51 Edixian(2014) ZraTed May•••�• 16,2015,issued by manufacturer,signed and sealed by Anthonylytm Miller,'P.E. (Submitted under previous NOA No. 15-0519.13) "" • 2. Statement letter of no financial interest, dated May 16, 2015, i�jjj •by minufcturer„,;,,• signed and sealed by Anthony Lynn Miller, P.E. :""' ...... (Submitted under previous NOA No. 15-0519.13) •• ••• •• 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. • G. OTHERS 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries for their Series "CA- 740"Outswing Aluminum Casement Window-L.M.I.”approved on 07/16/15 and expiring on 04/11/18. i cz� � Manuel erezz Produc. NOA No. 16- 29 1 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 5Ts- HATED lll...�� V16'LAMINATED GEPQ S-SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING I STACK GLASS STACK VARIES, RATED FOR LARGE&SMALL .OW 8UfA TE�bve I ,pap•SGPBY KURARAY CASEMENT WINDOW BY KURARA 3/16-A�ALED pp SEE SHEETS S9 MISSILE IMPACT RESISTANCE 1/6•ANNEALED GLASS AMERIG,INC. AMERICA,IN EAT-STRENGTHENED 37"WIDTH CUSS 3H6'ANNEALED E tVELOCITY TH ITH THE Olnss —HEAT-STRENGTHENED MENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 25.476'MAX.O.C.IF WIDTH IS EXTERIOR 79 I Ii A�� EXTERIOR 3S CL's HURRICANE ZONE(HVHZ). UNDER 33.476'(HEAD&SILL )SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4"MAX. REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVH ,T ��B,SEE SHEET 2 11/18'GLASS BI E 11116'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. 3 IONS IN MIAMI.OADE COUNTY,USE ONLY MU1M ADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY U TS i I\ i IMAX• 32 50 32 50 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,S HEET 4 A I \ A,SEE o.c.• SS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X SHEET 2 It INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED j 7/r 718-NON. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THI K OR \ G Sino 6.LAMINATED Glass STACK GLAS STAG FJ) GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PRO ERLY 6'1i1 GLASS STACK GIASs STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INST LATION j O.C. 1,T ANNEALED GLASS 3116'ANNEALEDOR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I / 7116-AIRSPA .066'BLITACRE®PVB 114-AIRSPACE HEAT-STRENGTHENED GLASS 69' I USE ANCHOR BY KURARAY 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL D SSING VISIBLE I PAIR AT EACH 1/6'ANNEALEO AMERICA.INC. 31ITANNEALED .OaO'SG•BY KURARAY GLAD AMERICA,INC. OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED LIGHT It JAMB IF TEMPERED y18'ANt•F ALED OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORN RS OF HEIGHT — HEIGHT IS 38 1B'ANNEALEo 38 j HEAT-STRENGTHENED GLASS THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) / / 26'OR OVER EXTERIOR GLASS EXTERIOR SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATIO T SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 76' 37 I 11/16"GLASS BITE 37 11/16'GRASS BITE HEIGHT 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODU S 1 / 3 v y NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING I 777 APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHOR / 32 60 32 50 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. j 7)DESIGN PRESSURES: I I/ GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, 1 I 716"NOM. FRAME ANALYSIS AND GLASS PER ASTM E7300. GLASS STACK 711WLAMINATFD B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALI GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 3/16'ANNEALED OR I—yw—BMEAT-STRENGTHENED GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4'MAX, 14-12'MAX.O.C.IF TH IS 114'AIRSPACE 090•SG•BY KURARAY WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.476'&OVER(H 8 SILL) 3016"TEMPERED ANERIG,INC 30'VISIBLE GLASS 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 3/1s'ANNPALED OR PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF OPENING(DLO) 38HEATSTRENGTIEAED ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER TY EVATION OF CASEMENT WIND EXTERIOR GLASS DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA a BUILDING CODE FOR CORROSION RESISTANCE. 11/16'GLASS BITE STANDARDS USED: 37 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 3 NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND •ASTM E1300-04 ADM ALUMINUM DESIGN MANUAL. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 50 •ALUMINUM DESIGN MANUAL,ADM-2010 32 PRODUCT REVISED •AISI-5700-07152-2010 as complying'wilh the Ftoridll TABLE 1: GLASS TYPES 8&9 AaYpu6__4,r Np 16-06 �12^14 \111 LI I Ilt U7 ntip• µ Glans Types Sheet# i • ••• • • • Re!:R: ed B»•Date: Revision B: 05/05/16 �DEDSHEETII16'Lami(1!8 An-.090'PVB-1/B An) 5 GENERAL NOTES.............................1 , "--"aF' ':`C • WRH SPACERS. Mir+droduct. SG-3/16 An 6ELEVATION.......................................1 7�'� _ • • • • • • ed B. fe: Revision A 3 7118"Lam)(3118 HS-.090'SG-3/18 HS) 7 GLAZING DETAILS..............*............1 _*: ND.S9ID5 • • • •• INSTALLATION.................................2 _ •: *>> 4 718"Lami.IG(118•An-7/16'Air-1/8•An-.OW PVB-11W An) 5 ASSEMBLY TUBE DETAILS.............3 – – Drawn By: 5 718'Laml.IG(1/8•T-7/18'Air-1/8'An-.090"PVB-118'An) 8 ANCHOR SPECIFICATIONS..........•.4 ® Geee.i ZII 6 7/8'Lami.IG(3116'An-114"Air-3/16'An-.OW SG-3/16'An) 9 ANCHOR QUANTITIES.....................4 ;D�•.•. k L GLAZING DETAILS J ROSOWSKI - -7 7/8'Lami.IG(3116"An-114•Air-3116'.HS-.090'SG-3116"HS) 7 DESIGN PRESSURES......................S9 _ _ �i ,.AYDA • •�OqO TECMEdLaGY U iR �fe� 8 7/8'LBmi.IG(3116'T-1/4"Air-3/16'An-.OW SG-3116•An) g ASSEMBLY DETAILSIBOM..............10 s ... • •N. VENICE.4-L 342750 9 7/8'Lami.IG(3118•T-1/4•Air-3118"HS-.090'SG-3+16•HS) 7 EXTRUSIONS/SPACER....................11 .,S� ql E ��` •• P.O. B0f 152 • CA$EM�NT WINDOW DETAILS-LM 8r,SM 08/08/12 //1 f L I t L 11 NOKL?MIS,tL 34 4 Serie�l�del: •• Scale: SAeef: Drawing No. Rer. "PVB"=BUTACITe PPV13 BY KURARAY AMERICA,INC. A LYNN MILLER P.E ••• f RT. OF AU& $29A6 CA-740 NTS 1 OF 11 M D-CA740-LM B 'SG=SENTRYGLAS BY KURARAY AMERICA,INC. P.E.A 56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION INSTALLATION INSTALLATION OPTION 1 EEDGE EDGE DISTANCE OPTION 4 DIST INSTALLATION ANCHORS' OPTION 2 INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS INSTALLATION ANCHORS PER ANCHOR TABLE 3.SHEET 4 2 ENT WI DIRECTLY INTO MASONRY. DIRECTLY IN70 METAL. AS REQUIRED PER EMBEDMENT REQUIREMBUCK DTH T ATTACHED TO 82 TYP.ANCHOR 1/4v MAX 15 16 FRAME SILL 10 11 TYPE SHIM ATTACHED TO EMBEDMENT VENT SILL 89 13 #12 STEEL 5 AND EDGE q g 80 12 83 SELF-DRILLING 1 DISTANCE PER 32 33 SMS,SEE TABLE SUBSTRATE, 20 3,SHEET 4. 22 23 4 SEE TABLE 3, O SHEET4. 3 60 DGE E 18 84 DADE APPROVED 35-37 8 DISTANCE MULLION,ALUMINUM, / ( BE l OPERATOR ARM 38 39 $7ESEL�E IINDG OR ATTACHED TO I Q 82 7 ATTACH TO VENT SILL 35-37 81 FRAME JAMB L 13 EMBEDMENT 1 24 SIBLE LIGHT WIDTH(DLO) 3 5 83 70 FOR SNUBBER REQUIREMENTS, EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. 8 EXTERIOR VENTJAMB OPTIONAL ADDON WINDOWWIDTH 12 FLANGE @ HEAD, 15 SILL&JAMBS HORIZONTAL SECTION-A—A WINDOW 81 1 t SEE DETAIL EGRESS FORMULAS: Al,BELOW 1 WIDTH,WASH HINGE:WINDOW WIDTH-13.1/2 HEIGHT JAMB NOTES: 10 HARD- 1 USE ONLY SUBSTRATE-APPROPRIATE NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-12 VISIBLE 14 WARE ) / 1)WHEN INSTALLING - HEIGHT:WINDOW HEIGHT-6 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, HEIGHT FOLLOW EMBEDMENT AND EDGE / _ _ / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: DISTANCE LIMITS.ANY INSTALLATION BUCK (DLO) / / 10'MAX. ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION SHOWN MAY BE USED ON ANY /' / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 10'MAX. ATTACHED 2 ALL WOOD BUCKS LESS THAN 1-12- \ FROM EACH SIDE OF THE FRAME TO FRAME ) BU / ASSEMBLY TUBE CENTERLINE. JAMB THICK ARE TO BE CONSIDERED IX I / SEE TABLE BELOW: ATTACHED TOF QINSTALLATIONS.IX WOOD BUCKS ARE 89 I \� FRAME JAMB 0 OPTIONAL,UNIT MAY BE INSTALLED � AdtlitimW And—Raquhed on each DIRECTLY TO SUBSTRATE.WOOD BUCKS ►— 10'MAX. L--�SEE DETAIL A2,BELOW Skis dlha Fame Aaaa 'Tabs(FAT) DEPICTED AS 2X ARE 1-12'THICK OR ATTACHED TO GREATER.IX AND 2X BUCKS(WHEN USED) H Window Arch-Type VENT JAMB SHALL BE DESIGNED TO PROPERLY LL V*M A I B,C d D TRANSFER LOADS TO THE STRUCTURE. s 17•-22.ir 0 0 62 WOOD BUCK DESIGN AND INSTALLATION _ 38 39 83 IS THE RESPONSIBILITY OF THE ENGINEER > 2r+9" OR ARCHITECT OF RECORD.MAXIMUM f- SHIM THICKNESS TO BE 114'. t Window Anchor Type 17 Hsipht A B,C d D 20 15 16 1r-22.r 0 0 82 DETAIL DETAIL 23•-25 V 0 1 28•+ 1 1 PRODUCT REVISED 21 Al A2 m ceinplY6 wLm ON i'ks 8 Building Cade 1 _ 84 1XWOOD R Dote: Revision B: Li-cpinat Daie ed ,(d�0�•� AcIjplaoce M, 19 84 BUCKSTRIP, • • • s • • e .B SEE NOTE 2, • • • • • • BY THIS SHEET. Re4leed By:•Gate: Revision a: Mian' P,o • f • 1/4'MAX SHIM ' • • •• • •• •� --. - —j ® Description: "iM By: .6-CRETE EMBEDMENT I _� CROSS SECTIONS&INSTALLATION J ROSOWSKI Psee 000 ER ANCHOR - - -- •J070 TECHNQLOGY DRI* Title:• • - - - - REQUIREMENT • •N. VENICE,•FL 342Y> - 0ate: INSTALLATION OPTION 3 • • Po. eo• 1526 CAPEMPNT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B - •• L1•IOKOMIS,•L•34i74• Serie del: Scale: Sheet: 11—mg No, Rev: 1 X BUCKSTRIP INTO MASONRY. ALYNN MILLER RE CERT. OF RUTH. X29296 LA-7 NTS 2 OF 11 MD—CA740—LM B P.E#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z of CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODucTREVISED w complying with Ow rkli" 6eildmg Code r-- 10',SEE NOTE 7,THIS SHEET ,q�p��No�G'0�I.CS•�1 FIGURE 1: � E ieminn Date FIGURE 2: 740 SERIES/� AWN C C /�\ WINDOW' M mni ode Prod�ci / J UV / / / / D FRAME WINDOW ASSEMBLY HEIGHT 10',SEE NOTE 7, TUBE FRAME ASSEMBLY TUBE NOTES: ' � D � THIS SHEET 1)DIMENSIONS SHOWN ARE 740 SER TIP-TO-TIP DIMENSIONS FOR EACH —CAS INDIVIDUAL WINDOW.FOR SIZES NOT DOW / SHOWN,ROUND UP TO THE NEXT WINDOW I 1 / / AVAILABLE WIDTH OR HEIGHT 740740 / DIMENSION SHOWN ON THE TABLES. z Q it SERIES FRAME SERIES E ASSEMBLY — FRAME 2)ANY ENT,AW S PRODUCT CASEMENT CASEMENT "p Q QBE -ASSEMBLY (CASEMENT,AWNING OR FIXED WINDOW WINDOW (n J o E TUBE CASEMENT)MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE.FOR J � \740 SERIES ALL WINDOWS,USE THE WINDOWS a Q cl) FU(ED WINDOW NOA FOR ANCHORAGE,SIZE AND Lu J LL DESIGN PRESSURE LIMITATIONS. Q Q Q / \ 'S RODUCTS NOA FOR 3)ALL WINDOWS IN THE m ll.l W ° M INS TION SPECS COMBINATION UNIT MUST BE ABLE TO N Q 740 SERIES / / INDIVIDUALLY COMPLY WITH THE \ } O _ CASEMENT EXTERIOR REQUIREMENTS OF THEIR m WINDOW RESPECTIVE NOA. O J Z n Q V �a\ m/ 4)FRAME ASSEMBLY TUBE TO BE O � Z 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN AWNING CASEMENT Y W FOR SINGLE UNITS: WINDOW' INDOW METAL SCREWS.DETAILS,WITH MIN.USEITHEISAMEE7 (/) MI . 12 X 1"SMS SPACING AND QUANTITY AS THE ZLLJ O 1)DETERMINE YOUR WINDOW SIZE ROUGH FRAME OPPOSITE FRAME MEMBER. O .,lJ.l 1 AND GLASS. INSTALLATION HOLES FRAME ASSEMBLY m 07 0 Lu 0 5)THE FRAME ASSEMBLY TUBE MAY m'� ASSEMBLY TUBE .y (n V 2)KNOWING YOUR ANCHOR TYPE TUBE NOT EXCEED 62'IN LENGTH(AS USED o u Q v AND SUBSTRATE,DETERMINE IN AA 63-FLANGED WINDOW)OR BE LL ` YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X USED IN TEE OR CROSS o m V 1O TABLE 3,SHEET 4. 1"1"SMS CONFIGURATIONS. THROUGH 740 SERIES THROUGH CASEMENT INSTALLATION 3)FROM SHEETS 5-9,FIND THE INSTALLATION HOLES 6)THE FRAME ASSEMBLY TUBE IS • it n N WINDOW o r SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO FIND THE PRODUCTS DESIGN THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM THE TABLE 740 SERIES FRAME 740 SERIES J : CASEMENT EXTERIOR CASEMENT JOINTS 70 BE SEALED BY INSTALLER. LABELED'DESIGN PRESSURE I–I 7ASBEMBLY FIXED 7 FOR ALL COMBINATION UNITS, _ (PSF)FOR SINGLE WINDOWS,ALL WINDOW y WINDOW 740 SERIES Z w m Q v EXTERIOR EXTERIOR ) W– ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS z o 0 0 HORIZONTAL SECTION GC a a WINDOW* AY NEED TO BE INSTALLED 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT a^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 •• ••• 0 0 0 • • •• CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YO•R ANCHOR:RORP lkOjAEjE 3aSHsET AddRional Anchors Requinid on each TABLES. 2)FROM SHEETS S9,FIND THE SHEET FOR YOUR GLASS TYPE. •• •0 0 0 0 0 0•: •• Slda of da Frema Aa+e lithe(FAT) 5)USING THE TABLE LABELED •� t- Widow Anchor Type "IMNDOWANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO AVIAT7GAL FRAME ASSEMBLY TUBE' OR DESIGN n Wklth A B,C&D (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE' DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS y� 1r-22.9 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 ARETIP-TO-TIP. 23-25.W NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. r JAMBS OF YOUR WINDOW. • ••• ••• ••^'•� 000 •• VNMow T _ - O �6 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED"(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS=JEED�D IN THE HE$D,SILL ff)JAMBS OF • W FNgre A B,C&D 6)INSTALL AS PER THE • • C • • • • • 7 ' INSTRUCTIONS ON SHEET 2. YOUR WINDOW. 1r-2z7 0 0 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW 11144.WTO Tib SUBSTRATO MAY 86 REQUIRED({EE • �-2&7 0 1 SHEET 2),AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 2B'+ 1 1 A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations PRODUCT REVISGD m cemN)'m6 wirh the Flury Window Width(m) Glass Type: Building Code under 23' 25-15/18' 27014• 30" 331/2' 35" 37' PVB gG Aceeptaaee No� •2� Anchor Group Anchor Group Anchor Group Anchor Group Anchorrail GAnchor Grail Anchor Group E � Uaee A 8 C&D A B C&D A 8 C&D A B C&D A 8 C&D A B C&D A B C&D By (Types 1,4&5) (types 2,3&&9) Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12'max.from Mti�; pmy� under 23" hteadlSill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Ig and None each and&30' 25-15/16' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 E less Required max O.C. Head/Sil 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 � 1T max.Moat 12"max.from Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 over 63' each end&30' each end&3D" rc m 38.3/S' Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. �• Jamb 4 4 4 4 8 4 4 8 4 4 6 4 4 a 4 4 6 4 6 a 4 J Head/9ik 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 d 3 •PVB"=SUTACITE�Z(B BY KURARAY AMERICA,INC. "SG'=SENTRYGLAS Y KURARAY AMERICA,INC. X5/8• Jamb 4 8 4 4 6 4 4 6 4 4 6 4 8 6 4 6 6 4 a a 4 'a Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2—T-3 3 3 3 4 3 2 Jan• 6 8 4 6 8 4 ill" 6 6 4 6 6 4 6 a 4 8 8 4 1)USE THIS TABLE FOR (n a U E4 6W ALL WINDOWS PER THE Head/SW 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 1. SAMPLE CONFIGURATIONS: Jamb 6 6 6 6 6 6 6 8 6 6 8 6 '6 a 6 S 8 6 8 t43 ELEVATIONS ON SHEET E "a 0 �" DIMENSIONS SHOWN ARE FleadISIA 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 WINDOW TIP-TO-TIP. /, \ ;'X\ 6 Jamb 6 8 6 6 8 6 8 8 6 8 10 S S 10 6 S 10 a 6 rHead/SYI 2 2 - 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 2)FOR SIZES NOT f \ t \ i X�1,, %X\ O Jamb 6 a 6 S a 8 8 10 6 8 10 S S 10 6 a 10 8 6 SHOWN,ROUND UP TO�. THE NEXT AVAILABLE > Z O al 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 'X' WIDTH OR HEIGHT Jamb 8 8 8 8 10 8 8 10 6 8 10 6 8 10 8 DIMENSION SHOWN ON 0 u=i HeadlSa 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. j X'1 O O N Z O 0 'I /1 8 8 00 W Z Z TABLE 3: 't �•, _ Mill. Min. -Min Anchor jX'I O 'X), X•; ;'X'•, EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7/16'ANNEALED SG LAMA.GLASS, / Group Anchor Substrate Edge O.C. Plate ,r \• Embedment 1/4'MASONRY ANCHORS INTO CONCRETE,+70%BO PSF DP REQUIRED,NO ANCHOR PLATE � Dlstence Distance Required? ' 114'steel U tracon Hollow Block 1' 5" 1-114' No CASEMENT ANCHORS: � W O O S.Pine 516' 1" 1018' No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. io �Ot O ( _ W e`Q A #14,steel SMS(G5) 6083-TS Alum. 318' SIB' .050' No or#14,410 SS SMS A36 Steel 3/8' 518' .050" No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE P) E m 0s V < V A653 Stud,Gr.33 3/8' 518' .035',20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. o uZ `Q S.Phro 518' 1" 1018' NooQ#12,steel SMS(G5) 6063-T5 Alum• 318' S8" .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. P SJ B or#12,410 SS SMS A38 Steel 3/8" 5-/a' .050' No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 5E 2.85k Concrete 2-1/2' 4'• No v m 1/4'steel UBreeon 2.85k Concrete I. 4" 1.314• No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" Hollow Block 2.1/2' S' 1INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY .1/4' NO F)PER RULES ON SHEETS 2&3, �{ {� TUBE SIDE OF THE AWNING(HEAD&SILL). 4" #12,steel SMS(G5) 6083T5 Alum. 3/8' 5/8" .0713' Yes w z or#12.410 SS SMS A38 Steel 318' 5/B' .0.50' Yes r w R o C 0 >a0 / A653 Stud,Gr.33 3/8• SIB' -DW,18 Ge. Yes � z n-oz S.Pine SB' 1' 1318' Yea FIXED CASEMENT ANCHORS(SEE SEPERATE HOA): #14,steel SMS(GS) 6083-TS Alum. 318' SB' .0713' Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+7(/-83.1. or#14,410 SS SMS A36 Steel 3/8' SB' .050' Yes •• •••10.6 0/ • •• .. A663 Stud,Gr.33 3/6" 51W .045,18 Go. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND • • • •/• • 13.25' 2.85k Concrete 1' 4- 1 V4' Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE- D LATE •• • • • !�• - 1/4'steel latrecon 2'B5k Concrete 2-112' 4' 1016' Yes _ p Hollow Block 2-Ir2• 5' 1-114' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. ••• •616 • • • •• _ Filled Block 2-11T 4' 10/4' Yes \ 1/4'410 SS 3.35k Concrete 1' 5" 10/4' No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL _ G `(` elaFlax Hollow Block 2-1/2" 5• 1-t14' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. _ _ 3.5k Concrete I-1/4' S" 1014' No - • ••• • •••\ ••• i 6 . S18'steel Uarecon Hollow Block 31/8' S. 1-114' No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME • • 4• • • 4- Filled Block 2-1/T 5' 1014' No • • • T ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). • • • • • • • NOTES: 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 000 •• • • ••� • 48' A.LYNN MILLER,P.E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD, P.E.a 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 • • 00411 0 • OR T TABLE 5: 5116"LAMP /8 AN-.090"P - PRODUCT REVISED Design Pressure Iwo br Single WlMows,AN Anchor Groups m complying with the Florida 4) ..-:1.--"AN-5/16'AIR-1/8°AN-.090"PVB-1/8"AN) auitdahg Code Window WIdtl1 Aocaptnn c Not "(Xpvl•�1 oder 23'+ 2575/18" 27.314" 30' 33112' 35' "PVB"=BUTACITEOA BY KURARAY AMERICA INC. Ezplrniun pax ItB under 23' +701-90 +70180 +70180 +70190 +70/90 +701-W 190 DY 2515118• +701}90 +70180 +701-90 +70/$0 *70/90 +70/90 +70180 nbiami � 38318' +70/80 +70/80 +70180 +701-90 +70490 +70180 +70/-9D WINDOW 48' +701-90 +70/-90 +701.90 +70180 +701811 +701 +70181 HEIGHT = 50.5/8' +70180 +70/80 +70/80 +70/80 +70180 +701 +701$9.2 m 80' +701.90 +70/80 +70/80 +701$15 +70180.8 +701- .7 +701-74.3 I 83" *+7Gf-9070190 ♦70/80 +701$4.3 +701-78.5 +701- .7 *70f 70.1 WM�WWIDTH 72' 701-87.2 +701-77.7 +801-71.5 +801-614 +60/- .9 +/-59.3 7ct 8' 701.84.8 +701-75.7 +1.67.3 *I-58.1 +/_5 +/-55.8 SEE SHEETS184 FOR84• 70160.-5 +701-71.3 +801821 +1-54.2 WINDOW ANCHOR Z V LOCATIONS AND QUANTITIES. a e J TABLE 6: a r r Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube - 0 J Window Width W W "O M under 23' 25-15116' 27$14' M. 311/2' 35" 3T CN d 0 '`^ Mena Group Anchor Group Anchor Group Motor Gray Anchor Group Anchor Gf Anchor Group Cl) > A B C D A B CBD B ACBD 8 ACBD A B CBD B Ao CBD B ACBD Opp W > ff IX ia under 23• +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 *701-90 +701-90 +701-90 +711-90 *701-90 +701-90 + - +701.90 +701-90 +701-90 o y Z 25-15I1G +701-90 +701-90 +70-90 +701.90 +701-90 +701-90 +701-90 *701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701- +701-90 +701-90 +70'-90 +701-90 o a O (n Z_ 38318' +701-90 +701-90 +701-90 +701-81 +701-90 +701-90 +70/-90 +701-90 +701-90' -+701-9D +701-90 +701-90 -90 +70180 +701-90 +701-90 +70/.90 W 3 48' +70/-73.1 +1-57.3 + - +701.90 +1.64.8 +701-90 +701-90 +701-90 +701-90 +701$7.8 +701.90 +701-90 +701- +701-91) +701-90 +701-90 +701-88.9 +701-90 g 50518' +1-69.3 HS4.3 +701-90 + - +1$1.4 +701-90 +701-90 +701-90 +701.90 +701$a2 +701-90 +701-90 -74.8 +701-90 +701.89.2 +701-90 +701-84.3 +701$9.2 d Z gLLJ 60" +1-58.5 +/458 +701.84.7 +701-90 12 +701-90 +701-75.9 +701-90 *70182 +7'$.5 +7 +19 + 1-80.6 +7 -75.2 +7 -77.7 + -71.2 +70-74.3 oZ 117O ` +7095 +/ 9.3 +71- *70/•90 +71-72.3 +/. -73.7 +17.8 +0-7183" +1.55.7 +143.6 +70/-80.7 $ +701$4.3 -76.5 +/-599 +70-78.5 +701-776 +701 (Q W a Q FRAME ' c 0 hw (n \v ASSEMBLY o` V 10'MAX -� i•F TUBE TABLE 7: -F p ,o T Design Pressure(pso for Windows Attached to a Horizontal Frame Assembly WINDOW <°1 Window Witlrh HEIGHT o J n under 23' 2575/18' 27.3/4• 30' 331/2' 3S 37' WINDOW �F� oHEIGHT LY z w O S Anchor Anchor Anchor Mehw Anchor Group -Group Achor Group DADDITIONAL Group Group Group Group - NIDTHI ANCHOR AN All AN AN B A,C B D B CBD A B CBD 10'MAK k).IF REO- o a o ' TT Z z w under 23' +70!80 +70/80 +71180 +70180 +701$2.1 +70/80 0180 +701-78.5 +70/80 -701-M +7d-74.3 +70/80 } S EETS 1 8 4 FOR WINDOW ANCHOR ADDITIONAL LOC,ATI S�tND QUANTITIES.SEE SHEET U 2515/10 *70/80 +70180 +7480 +70180 +70190 -701 +70/$8.8 +70180 +70/80 +701-84 *70180 *70/80 ANCHOR 38-38• +70190 +70/80 +70180 +701-90 +70/•90 80 +701.90 +70180 +70180 +70180 +701-90 +70180 •• (� 4E0-• • •3 QL&9EII&AD THEFRWIAL ANCHORS � • • • • • REQWREo FOB THE FRAME ASSEMBLY 48' +70180 +70180 -+701-90 +70180 1701- +70190 +70/80 +70/80 +70180 +70190 +70180 +70/90 WINOOV� • • • TJIBE• • • 3 50-518' +70190 +70/80- +8190 +701-90 90 +70190 +70190 +70/80 +701-90 +701-89.2 +701$9.2 +701$9.2 WIDTH •• • • • • ••• • - - s 80• +70180 *70/90 +701.90 +701$8. +70/$0.8 +701$0.9 +701-77.7 +701-77.7 +701-77.7 +7aa4,3 +701-74.3 +7p/-74.3 • • • • • • - Z SEE SHEETS 1 8 4 FOR WINDOWwUCHOFi• •• • • •• 631 +701-90 +70/80 +70/90 + 54.3 +701-76.5 +701.76.5 +701-73.7 +701-737 +701.73.7 +70/-70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 72' +70190 +701$7.2 +701-77.7 +701-71.5 +801$2.4 *80/62.4 +80/{0.9 +80/$0.9 +801{0.9 +1.59.3 +/$g,3 +11 3 3 FOR ANY ADDITIONAL ANCHORS 7(" +70/80 +701-84.8 +701-75.7 +/67.3 +/-58.9 +/-58.9 r/-57.2 +/-572 +/-57.2 +1-55.8 +/65.8 +1- REQUIRED FOR THE FRAME ASSEMBLY - 1 L 84' +70140 *70/90.4 +70/-77.3 +60162.1 +1-54.2 +1-54.2 TUBE. • ••• 1•• ••• ••• ••• `. _�6 NOTES: • •• •• • • •• •• 1)SEE SHEET4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • • • ,A.LYNN MILLER P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.p 58705 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 8: a Design Pressure(vs9 br Single Windows,All Anchor tlotge 2)7/16"LAMI(3/16 AN-.090"SG-3/16 AN) CF ffiRO ptyk ggUl%EO wiz.on Ftatde 'SG'=SENTRYGLA BY KURARAY AMERICA,INC. Building c11-F Window Width AccaptW under 23' 2518/18' 27-/4' 30" 33.1/2 35" 37' E. "rai under 23" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 By WINDOW Mi 2515118' +90/-130 +90/-130 +90/-130 +90/-130 +gpf-130 +901-130 +901-130 HEIGHT 38-/8' +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 48• +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +9N-130 +9W-130 x 50-/8" +901-130 +901.130 +901-130 +901-130 +90/-130 +90/-130 +901-130 WINDOW m 110• +901-130 .901-130 +901-130 +9W-130 +90/-130 +901-130 +901-130 WIDTH 63" +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-129.8 SEE SHEETS 1&4 FOR 72" -OW-130 +901.130 +9pf-130 +901-130 +901-129.1 +901-122.5 +901-113.8 WINDOW ANCHOR 0 LOCATIONS AND QUANTITIES. CD 78• +9W-130 «90/-130 -130 +9W-130 +90%124.1 +90/-118.7 +9W-107.8 W 89' +90/-130 +901-130 -+90/-1 +90/-130 1+901-11&4 1 } N z U a r Z bem TABLES: NQ J J r a r Desfyr Press fa Wiltlows Attetned t edits/Frame Assembly Tutee _ Vr J LL M Widh W LU fC ands 23" 2515116" 27-14" 33-112' 35' 37" a Q Anchor Group Anchor Group Anchor Group Anther Grau Anchor Grote Anchor Group Anchor Group U) > A B C D A B CBD B q D A B C&D A B C&D B qC&D A B C&D 0/0 W 0 mH under 23" +70/-90 «700D +70/-90 .701-90 +70/-90 +70/-90 +70/.90 +701.90 .7.-90 r7W30 +7.-9D +70/-90 +7.- +70/-90 +701-90 +70/-90 +70/-90 +70/-90 «701-9D +701-90 Y o x Z CO 2515/16" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70! .7.-90 +70/-90 +7.-90 +70/-90 +701-90 +7 - +7U-90 +701-90 +701-90 +701.90 +70/-9D +701-90 $ $CD � Z 38,9/8" +701-90 +701-71.6 +70/-90 +70/.90 +701-81 +701,90 +70/-90 O/-90 +7.-90 +701-90 +7.-90 +70/-90 +7.-90 +70/-90 +70130 +701-90 +70/-90 +701-9D +701-90 LLI 48' +701-731 +/-57.3 +701-90 +70/-90 +1-64.8 +70/-90 -70/-991 +70/-90 +7.-90 +70/-90 +70/-07.8 +701-90 +7.-90 +701.90 +701-90 -90 +701-90 +701-90 +701-08.9 +7W-90 � = 50.518• +1$9.3 +154.3 +70130 +701-90 +1-611.4 +701.90 -90 +701-90 +701-90 +70/-90 +701-93.2 . . -90 +70190 +701-90 +701-90 +701,99.2 Ot +701-90 +701.84..3 +701-90 > `d Z 80' +1.585 H458 +701-847 +701-90 +/-51.8 +7.31.2 +7019 .701-75.9 +701-90 +70/ .6 +701.70.2 01 0 «70/-78.8 +701-90 +701.75.2 +70/0 *701-90 +701-71.2 +70/-90 ZA+ -00/ 3 63 55 +/-43.6 +70/.807 +70'-89.5 +f-49.3 +701-7:3 701-90 +701-713 +701-90 +701,953 +1,96.9 +701-90 +70/-76.5 +701-74.9 +1-678 +70/-90 n U W. 0 Fn (� U o I ALL vQ m FRAM p 0 0 0 w ASSEMBLY TABLE 10: 10'MAX -...{ 4.� I TUBE � T_ Design Press a(psf)to Windows MHorizontal to a izontel Framembly me AsseTutee -r- T B } WINDOW >n N M Window wen Wg.IppW FRAME HEIGHT p LL J under 23' 2515116' 27-/4" 30" 33-112" 35" 37' HEIGHT ASSEMBLY v_ z Anchor Anchor Anchor Anchor Anchor Anchor TUBE � xi m,2 a' Group Group Gr Group Group Group Anchor Group Anchor Group I WINDOW I ADDITIONAL ,��o 0 0 AI All All B q C&D A B C&D A 8 C 8 D 10'MAX ~1 WIDTH f ANCHOR o>a z (4),IF REQ. z under 23" +701-90 +70/-90 .-90 +701-90 +70/-821 +70(30 +701-90 +701-78.5 «70/-90 +70/-90 +7W-74.3 +701-90 _F ADDITIONAL 0 ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR � 2515118" +701.90 +701-911 •70/-90 +701-90 +70/-90 .701-90 «701,98.8 +701-9D +701-90 +701-84 +70/-90 +701-90 (4),IF REG, LOCATIONS AND QUANTITIES.SEE SHEET - 38-/S' +701-90 +7 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-9D +701-90 +701-90 «70/-90 +701-90 • •I•• • • 03 _�1 • FOR•ANI" RdN ' 48" +70/0 +7EETHE FRAAMNCHORSM BLY+70/-90 y WIDTH 50-5!8" .70-90 +701-90 +701-90 +701-90 +701.90 +7x30 +70/-90 +701-90 +70/-90 +70/-90 .70/-90 +701-9 0 0 B * •• • • • • • s • W. «701-90 +701.90 +70/-90 +701-90 +701.90 +701-90 +7.-90 +70/-9D +701.90 +7D1-90 .701-90 +701.90 SEE SHEETS 1 8 4 C - - - 63" .701-90 .701-90 +70/-90 +701-90 +701-90 +701-90 +7.-90 +70/-90 +701-90 +701-90 +701-90 +701-90 LOCATIONS AND QU ITIES. SHEET• • • • •n __. 3 FOR ANY ADDITIONAL ANCHORS -- 72" *701-90 +701-90 +701-90 +701-90 +7/11-90 +70130 +701-90 +70/-9D +701-90 +70/-90 +701.90 *701.90 REQUIRED FOR THE FRAME ASSEMBLY 6 78" «7.•90 +701-9D +70/-90 +701-90 +701-90 r7.•90 +7(Y-90 1 +70/-90 +701.90 +701-90 +701-90 +701-90 TUBE. 84• 1 +70/-90 .70/-90 +70/-90 +701-90 +70/-90 .7(Y-90 • *00 ••• ••• ••• ••• - NOTES: • •• •• • • •• •• 1)SEESHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • • • 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A LYNN 4MI�LE�R,PE • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11: PRODUCTREV(SFA Design Pressure(pe0 for Single WYMows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090-SG-3/16 HS) m-piyin8with the Florida 7)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) R"I'" Code !(o-U671!Zl Window Width Aceapwxe No Lb under23' 25.1511(" 27,/4" 30' 33-112• 35' 37" 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS), under 23' +9111-130 +90/-130 +90/-130 +901-1 +901-130 +90/-130 +90/-130 "SG"=SENTRYGLA Y KURARAY AMERICA,INC. BY 25-15116" +90/-130 +901-130 +90/430 +94-130 90/-130 +90/-130 +g0/-130 / 1"fiami PrOdta! Eie-mr +90/-130 +60/.130 +90/-130 +80/-130 130 +90/-130 +94-130 +94-130 +9&-130 +90/-130 +90/-130 +94-1 +90/.130 +901-130m+94-130 +g4-130 +90/-130 +90/-130 +94-130 -130 +94-130+90/-130 +g0/-130 +90/430 +90/-130 +90/-130 + +g0/-130 WINDOW HEIGHT +90/-130 +94-130 +94-130 +90'-130 +9D/-130 +g0/-130 +90/130 +B&-130 +90/-130 +g0/-130 +94-730 +110/-130 +90/-130 + -130+90/.130 +94-130 +90I-130 +94-130 +801-130 +94-130 +B0/- WINDOW LLI +90/-130 +90/-130 +801-130 +94-130 +94-130 WIDTH S SHEETS 1 8 4 FOR } z U WIN ANCHOR 0 'a❑ - LOCATI S AND QUANTITIES. Z_ o` TABLE 12: LL r Design Pressure(psf)for Attached to a VerticilTube Frame emby ¢ J J C7 Q 0 m Wien (L w N under 23' 25-15116' 27314" 30' 33112" 35' 37" d ❑ _ Anchor Grail Anchor Group Anchor Group Anch _ Anchor Group Anchor Group Anchor Group - V) A B C 0 A B CAD 8 A,C&D A CSD A 8 1 C&D 8 I A,C&D A B C&D cD W O 6H under 23' +7430 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 -70/-90 +70/-90 +70/-00 d-90 d-90 +74-90 +70/-90 +70-90 +70/-90 +70/-90 +10/-90 +701-90 +70/-90 u ❑ °u Z _ Y 25-15/18" +70/-90 +70/-90 -701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +74.90. +74-90 +70/-90 +7 - +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 0 o p Z_ 38318" +70/-90 +70/-71.8 +70/.90 +70/-90 +70/-81 +70/-90 +701-90 +70/-90 +70-90 +70/ +70/-90 +701-90 +70/-90 +74.90 +70/-90 +70/-90 +70/-90 +701-90 +701-911 -701-90 _ W 48' +70/-73.1 +1-57.3 +70/-90 +70/-90 +1-84.8 +70/-g0 +70/-90 +70/-90 +70/-90 -90 +70/-87.8 +70/-90 + 90 +70/-90 +79.90 +70/-90 +70/-90 +70/-90 +7438.9 +701-90 Y 5D-&8' +l-69.3 +154.3 +70/-90' +701-90 +1-81.4 +70/-90 +70/-90 +70/-90 +7990 +70/-90 +70143.2 +70/-90 +70/- +70/-90 +70/-911 +70/-892 +70/-90 +70/.90 +79-84.3 •74-90 j OL Z � LLJq 60" +!58.5 +145.8 +701-84.7 +70/-90 +1-61.8 +70/.81.2 +70/-90 +7&-75.9 +70/• +701-89.6 +70/-70.2 +70/.90 a7&-80.3 -78.6 +70/-90 +70/-75.2 +70/-90 +70/-90 +70/-71.2 +70/-90 0 Z 2 _I- 83" +1-55.7 +1-43.6 +70/-80.7 +701-89.5 +/-49.3. +70/.77.3 +70/.90 +70/-72.3 -90 +701-85.3 a1-66.9 +T9-90 +70/.78.5 +70/- 9 +70/-90 +70/-71.8 +70/.90 a79-8fl5 r1-67.8 a7&-90 ro'' (1) W o m 0 «W \0 FRAME o o"❑ t=U r"n 10'MAX. ASSEMBLY TABLE 13: TUBE Design Pressure(pst)br Windows Attached to hNRontel Frame Assembly Tube • a rn�^, WINDOW ,pr RuNj n Window Idth WINDOW FRAME HEIGHT o 4 x under23" 2575/16' 27,/4" 30' 331/7' 35- 37' HEIGHT ASSEMBLY zWo TUBE x m'i < Anchor Anchor Anchor Anchor Anchor w z f Group Group Group Group Group mop Anchor Grorq AnchorGrohp WINDOW AA pIiORJAI ,- n o 0 DTH All All AN All V A,C&D A B CSD A B CSD 1 p'MAX. (4J,IF REO. o Z Z w under 23" +70/.90 +79-90 •70/90 +7&90 +70/.90 +7990 +74-78.5 +70/-90 +70/-90 +70/-74.3 +7t1'-90 A T L SEE SHEETS 1& OR WINDOW ANCHOR 2515!18' +74-90 +7990 +7990 +7990 +70/90 +70/-88.8 +711-90 +70/-9D +74-84 +701-90 +70/-90 ANCHOR LOCATIONS AND QU TITIES.SEE SHEET 38-318' +70/110 +79-90 +79190 +7d�90 +79-90 +70/-8(11 *7d�0 *T(1-90 *7IV-90 +74-9D +7p/_gp +7p1_gp • •�fR� �FOR�1N1•ADD11RdfJAL ANCHORS C • • • R QUrE&FOIjTHE FRAM F14BLY Or +70/-90 +711.90 +79190 +79.90 +7&-90 +7990 +79-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 1 WINDOW • • Y T BE • = 50-5518" +79-90 +70/.90 +70/-90 +79-90 +7&90 +7990 +701-90 +701-90 +701-90 +79-90 +7&-90 +7&-90 -�I WIDTI• •• • • 0•• • 8(51 +7990 +70/190 +79-90 +74-90 +7&90 +70/90 +79-90 +711-90 +701.90 +701_90 +701_90 +701_90 SEE SHEETS t&4#QR WD*QI*ANCIiOB a • • •• 63" +70190 +70(90 +7990 +7&90 +71190 +79-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 LOCATIONS AND QUANTITIES.SEE SHEET 77 +7&90 +7990 +7(5190 +7&90 *74-90 +7490 +7990 +7&-90 *79-90 +T11-90 +Ay-g0 +7p/_gp 3FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 76" +70/90 *7990 +79-90 +74-90 +70/90 +70/90 +7&90 +701-90 +70/_90 +7(._90 +7&-90 77.-90 TUBE. • ••• 41411,011, ••• ••• 000 _ -- 84" +70190 1 +79-90 +7&-90- +7990 +7(Y90 +7(Y90 - • • • • • •- NOTES: • •• •• • • •• •• 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • • • A LYN;N MILLER,PF. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PP.Y 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 14: FOR GLASS TYPES: 5)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) PlzoDUCI'REVISED Design Pressure(psq br Single Windows,All Antra Groups comptyiirg widr the Florid• "PVB"=BUTACITE6PVB BY KURARAY AAERICA,INC. Building Code Wirdow Width Auocc No under 23• 2575/18" 2744• 331/2• 35" 37' Exp rrlos l3ahe under 23" +70/-90 +70/-90 +7&-90 .701-*, +70/-90 +701-90 +70/-90 By 2515/16" +70/-90 +70/-90 +701-90 +70/-90 *70/40 .70140 +70/-00 Miami Produce r72" +70/-00 +701-90 .70/-90 +701.00 . +70/-00 +7W-W •70/-00/ -70/.90 -701-90 +70/-90 +70/-99 «70/-0o *70/-90 +70/-00 .7x-90 +70/-00 +70 +70/-00 +7 +70/-00 +70/-00 *7x-90 +7x-90 +70/.99 *70/-90 +7x-0e. •70/$4.8 WINDOW HEIGHT +701-90 +701.90 +70/-00 +70/-90 +7x-07.2 +701.84 + -79.9 J +40/-90 *101-00 +T 0128.5 +70/-01.5 +60/-70 +8a�.4 *00'-0.+7x-90 +701.90 +70/-08.3 +70/-76.7 +60/-07.2 +8-5-05.2 +60/-03.3 WINDOW c Q +701-90 +7x-90 +70/.81.3 +60/-70 +80/-01.8 WIDTH (q z U SEE ETS 1 8 4 FOR � c 0 WINDO CHOR C9 u LOCATIONS D QUANTITIES. TABLE 15: r Design Pressure(pst Mowa Nor Wind ched io a Vedkal Fra uembly Tube R .-- LL m Window h " Q 0 under Zr 2515/18- 27-3/4' 331!2" 35" 3T W LLJ 00 Anchor Group Anchor Group Anchor Group An up Anchor Group Anchor Group Anchor Group N a A B C D A B C&D B A,C&D A B C&D A B C&D 8 A,C&D B A,C&D r (n under 27 +701-00 +701-00 +701-90 +70120 .70/-90 •70/-00 +701-W +101.90 +70/-911 7�./ +70/-90 +7x-90 +701-00 +701.90 +701.90 +70/.90 +70/-90 o dtp wCDQ +01-9 -90 +70/-00 +70/-90 +70/-00 +7x-00 .70/.90 .70/.90 .70/-00 .70/-0 u Z92515/16• +70/-90 +70/90 +70/-00 +70/-90 +701-90 +70/-00 +70/-90 +70/-99 «70/-00 +701-00 ,7x-90 +70/-80 +701-W38-31W +70/"90 +70/-71.6 +70/-90 .701-90 +7x21 +7x-90 +70/-90 +701-90 +70/.80 + +701-90 +701.00 0/ o° o°O U) Z 48• +70/-73.1 +1-57.3 +701.90 +701-90 +/24.8 +70/-00 +70/-90 +701-90 +70/- +701-90 .70127.8 +701-0o + +70/-78.8 +701.90 +70/20 +701-90 +70/2&9 +701-90 w ?> 59-518• +/29.3 +154.3 +70/-00 +701-90 +/21.4 +70/-90 +70/-90 +70120 +;" +701-90 +70/23.2 +701-90 .70/ +701-74.8 +70/-09 +70/29.2 +70/-90 +70124.3 +70/20 80" +/58.5 +1.45.8 +70124.7 +70120 +/51.6 +7x21.2 +701-W +70/-75.9 701-M +70(29.6 +701-70.2 +70120 +70120.3 22.9 +70/-99 +70/-15.2 +70128.8 +701-71.2 +70/24.6 d Z 63" +155.7 +1-43.6 +70/29.7 +70129.5 +/29.3 +70/-77.3 +701-90 +701.72 +70/-90 +70/25.3 +/-M9 +70/-90 +7/-78.5 «I +70127.2 +70/-71.6 +70124 +/27.8 .70/-79.9 O Z w t` FRAME a m Q &(5 (n \V 1P MAX -.- ASSEMBLY $ o u�J,J d a '�-' TUBE n TABLE 18: WINDOW Design Press=gist br Windows A ehed to a Horizontal Frame Assembly Tube HEIGHT • n oN� rn WMm Width B under 23" 25-15/16" 273/4" 30• 33 ' 35' 3T WINDOW J�ASSEMBLY ME 00 HEIGHT WWD W I►- ANCHORLAnchor Anchor Anchor ArcM1 I E Group Group Group Getup hof Group Anchor Group ichor Group J+_Ji (4)•IF REQ. W w o 0 0 AN AN NI A9 B A.C&D A B C&D A B C&D 70- SEE SHEETS 7& OR WINDOW ANCHOR LOCATIONS AND QU TIES.SEE SHEET o w under 23' +7x20 +Ta-g0 +70/-00 +70/ +70/227 +70/-80 *701-00 +70/-78.5 +70/-00 +70/-90 .70/-74.3 +70/-00 ADDITIONAL 3 FOR ANY ADDITIONAL CHORS 25.15116" +701.90 +701.90 .7x20 +70120 +701-90 +70120 +7012&8 +70120 +701-00 +70/24 +701-90 +70/-00 ANCHOR REQUIRED FOR THE FRAM SEMBLY 38.9/8" +701.90 +70/-90 +70/20 .70120 +70/-00 +701-00 +70/-90 +70/.90 +71Y-90 +70/-90 +70/20 +701-90 •• •411 IFREQis • •TU 0E. •• . r 48" .70/40 +701.90 .70/20 +70120 +701-90 +70/40 +70-80 +701-90 +70/-90 +701.90 +701-90 .70120 0 •• 0 • 0 0 • 505/8' .701-80 .70/-90 +70/-90 +70/-90 +70/-00 +70120 +701-90 +70120 +701-00 .701-90 +70/.90 +7U-90 --� WINIIOW�.--al• • • • • ••• • - . 'NIDT4 eo" +70/-90 +7.-90 +70120 +70/20 +70/20 +701-90 +70/28.8 +70128.6 +70/28.8 +70124.6 .70/24.6 +70124.8 • • • • • • • • - . P SEE SHEETS 1&4 OR A R • • • •• - _ - 63" +70/20 +701-00 +70140 .70/-90 •701.87.2 .70/272 +70124 +70124 +70/-84 +701-79.9 +70/-79.9 +70/-79.9 LOCATIONS AND QUANTITIES.SEE SHEET 72" +70/20 +701.00 .70/2&5 .70/21.5 +60/-70 *W-70 +60/29.4 +6x29.4 +80/29.-5 +8.27.8 +g/-07.6 +8/27.8 3 FOR ANY ADDITIONAL ANCHORS 78" +70/-90 +401-90 +70/28.3 +70/-7&7 +e0127.2 +60127.2 +60/2&2 +80(25.2 +601-05.2 +60/23.3 .80123.3 +6/23.3 REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• ••• ••• ••• ••• 84• 1 +70/-90 1 +70/-00 +70f21.3 +60/-70 +60/27.8 +80/21.8 -- • • - • • • • - NOTES: • •• •• • • •• •• 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • • • A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P..a 5870.5 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 17: a Design Pressure(par)br Sirlpb ndows,A9 Anchor 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16" N) PRODUCTRL•V1SED as complying with the Florida 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090'SG-3/1 AN) BWdi sCode Window Width Aomptaem No WO �.-2t oder 23' 2515118' 27.714' 30' IT 35 37' "SG'=SENTRYGLA BY KURARAY AMERICA,INC. En'tat' 40F under 23' +9&-130 +901-130 +901-130 +901-130 +901- +901-130 +901-1302513/18' +901-130 +90/-130: +801-130 +901-130 +90/-130 +90/-130 a9d-130 38L&Ir +90/-130 +9&-130 +801-130 +9nr 130 +901-130 -130 +901.130 48' +901-130 +901-130 -901-130 +90/-130 +901-130 +90/- +90/-130 .. SOb16' +90/-130 +8&-130 +901-130 +B01-130 +901-130 +9&-130 +801.130 �"m I.W4' +90/-130 +901-130 +90/-130 +90/-130 +801-130 +901-130 + -130 WINDOW HEIGHT LU +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/- J +901-130 +901-130 -901-130 +g01-130 -901-130 +90/-124.8 +901-115.7 O ago/-130 +9&-130 +90/-130 +901-128.2 +90/-118.7 +90/-109.8 WINDOW.90/-130 +901-130 +90/-130 +90/-130 +90/-11&4 WIDTH SEE SH S1&4 FOR a WINDOW OR C7 'o LOCATIONS AN UANITIT1ES. NQZ o J r TABLE 10: a � _j a Design Pressure(psp for Windows had to a Vertical F ssembly Tubs _ 0 J Q LL IT] WirxbwWidh, � L a under 23" 2515118' 27-314" 30' 33.1/2' 35" 37" a 0 O Archor Group Mdna Group Anchor Group Anchor Gr94 Maar Group Anclar04 Group Arnchof Group A 8 C D A B C&D 8 A,CBD A C A B C&D 8 A,C&D A 8 CLD 00 Ll.l O vF- untlor 23' •7&-90 •74.90 +10/-90 +70/-90 +70/30 +70/-90 +701.90 +70/-90 +70/-90 *70/-90 a-90 +70/50 +70/-90 +70/-90 +70/-90 +70/-90 -701.90 -701-90 +701.90 +701-90 u ? 0 Z t 2515118' +70/-90 +701-90 +701-90 +70/-90 +70130 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90N+7 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 a 38x8' +70/-90 +701-71.6 +70/-90 +70/-9D +701-81 +701.90 +701-90 +70/-90 •70/30 +70/- -7&-90 +70/-90 +70/-90 +70/-90 +701.90 -70130 +701-90 +70/-90 +701-90W48" +70/-73.1 +15/.3 +70/-90 +T0/-90 +/-04.8 -70/-90 +70/-90 +701-90 +7x30 +7 +701-87.8 +701 +70/-90 +70/-90 +70/-00 +70/-90 +701-90 +70/-88.9 +70130IX F- 50-5f8' +1-89.3 +/-54.3 -70/-90 +70/-9D -1-61.4 +701-90 +701-90 .701-90 +70/.90 a-90 +701-03.2 -701 +70/-90 -90 +70/-90 +70/-89.2 +701.90 +701-90 a70f-84 3 +70/-90 a ZLLJ O 60" +1.58.5 +145.8 +70/.84.7 +70/-90 +151.. +71.2 +7 -90 +70/-75.9 +70/30 +70/-89.6 +701-70.2 +701 +70f.80.3 .70/ +701-9D +70/-90 +70/-71.2 +79-90 Z +7 -89.5 70/-773 +70/-90 + +7 - +7 .3 +( 6,9 al -90 + -76.5 +7 -74. 9 0/83" +1-55.7 9 •10/ 0 +75B LLJ o Q m0WV) "U Q FRAME o o U rn 10'MAX ASSEMBLY I TUBE TABLE 19: � � >� y Design Pressure(pap br Windows Attached to a Hod zo Frame Assembly Tube T_ VJ1NDOYV M N v EIGHT o 4 vt n x WI Mow Width WINDOW FRAME o �` x under 23' 2515116" 27-314" 30" 33.1/2' 35' 37' HEIGHT ASSEMBLY =�mtri a Anchor Anchor Anchor Anchor Anchor Anchor Anchor Getup Anchor Croup TIDE DOW I ADDITIONAL r w 0 0 Group Group Group Group Group Group N' h~ 4N IFREQ o a O AN AN All All 8 A.C& A 8 C&D A B C&D 10"MAX. (4), o Z Z SEE SHEETS 1&4 F WINDOW ANCHOR u under 23" -701-00 +701-90 +70/-90 -701.90 +701-82.1 +701 +701-90 +70/-78.5 +70/80 +70130 +70/-74.3 +70130 ADDITIONAL LOCATIONS AND QU TIES.SEE SHEET 2515/18' +701-90 +70130 +70/-90 +701-90 +70130 d-90 +70/-88.8 +7&30 +7030 +7x-84 +70/.90 +70/-00 ••• ••(AN • 31OR IWY ASD9TIONAL CHORS 38- W .7&30 +70130 +701.90 +70/-90 +70/- +70/-90 +7&-00 -7&-90 +7&30 .70/-90 +70130 +701.80 • • •• •RTL��11E11RED�OR THE FRAM SEMBLY 48' -701.90 +7&30 +7&30 +701-90 +7 430 -70/-90 +70130 -701.90 +701.90 -701-90 +7&-80 +7013(1 WIADOW I •• • • • "�"i'• • - 50.51W -70/40 +70130 +7&30 +70490 +701-90 +7&-90 +70130 +701-90 +70130 +701.90 -7&-90 +7&30 W9�H 1'�-• • • • • • • 60" +7&-90 +7&30 -70/-00 +70/-90 -701.90 +70490 -7&30 +7&-90 +7&-90 +70/30 .7&-90 +7&30 SEE SHEETS 14&4 FOR WINDOW ANCHOR• • • •• . 63' r7&-90 +7430 +7&-90 +7a-BO +7d-9D .7430 +70/-00 +70/-BO -7&-90 +7&30 +70130 +7d-W LOCATIONS AND QUANTITIES.SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS _ . 72' +70/-90 .70130 +701-90 +701-00 +70130 +7&-90 +7&-00 +7&-90 +7430 r7&-90 +701-90 +7&30 REQUIRED FOIL TFLEj�ASJEMBLY 76' +7&-90 +701-90 +701.90 +70/-00 +7430 +701-90 -701.90 +70/30 +70130 +7&30 +7x-90 +701.00 TUBE. •• ••• ••• ••• - er -7013o -701-00 +70/30 +70130 -70f-00 +70/-90 • • • • • • NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • • • A LYNN MILLER•P.E 21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a 58705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: - Item Dwg.# Description .Material ASSEMBLY DETAILS 1 7002 Main Frame Head,Sill&lamb 6053-T8 Alum. clALL DETAILS SHOWN FROM THE INTERIOR 2 7071 Anor Plate 6063-T6 Alum. 3 7003 Sash To ,Bottom&Side Rall 6063-TB Alum 4 7008 Frame Corner Ke Steel 5 7009 Sash Comer Key Steel 3 6 707 Frame Gasket Vinyl Foam 7 1 702 Sash Comer Gasket Vinyl Foam 8 0 Bulb Weatherstri .187"'x.275" Flax PVC 70 10 7024 Maxim Multi-Point Lack Steel SASH SS f 7026 Lock Support Plate Steel 12 7014 Multi-Lock Keeper Steel ASREOUIREDPER CORNERS 13 7013 ITie Bar Guide Nylon TABLE 3,SHEET 2 1 141 7015 Tie BarAssembly Steel or SS 1� 7028 Maxim Dyad Operator,WW�24" Steel b 16 7027 Maxim Dual Arm Operator,W W>24" Steel p 7 7030 O eratorGasket Vinyl Foam 18 7031 Operator Baddn Plate Steel 7 19 7051 Operator SacerBlock Nylon 3 20 7032 Stud Bracket Steel 21 7033 OperatorTrack&Slider Dual Arm Steel 22 70123 Egress Hine(Heavy Du ,ManuF.b Truth Steel 23 7050 Egress Hinge/Washable HD,Manu(.by Truth Steel 5 24 Snubber,Anti-blowoutClip Steel 32 1713 Setting Block 5/32'x 3/16"x 1-1/4" EPDM 33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM 35 7036 Lami Bead B 6083-T6 Alum 85 36 7042 ILami Bead C 8083-76 Alum 37 7059 Lami Bead D 6063-16 Alum 38 1224 Vinyl Bulb Ws Thick Flex PNC 70 1 39 1225 Vin IBulbWs Thin Flex PVC 70 5o Dow 899 Silicon Badkbeddin 60 7006. Screen Frame 3105-1-114 Alum. INTERIOR 61 7040 Screen Corner Key Polypropclene 62 iScreen Cloth Fiberglass 6 63 1635 IScreenSpline EM.PVC 64 320 Screen Spring Stainless Steel 4 70 134 Add-on Flange 6063-T6 Alum 1 7004 Frame Assy Tube 6063-TS AI FRAME #&32 x 2'Ph.Pn.Mach.Sa TYPE 8 Stainless Steel 8 1157 #8x 1/2"Ph.Pn.SMS Stainless Steel CORNERS PRooucr REVISED 82 #8 x S8"FI.Ph.SMS Stainless Steel 88 :ec plyvg with itie Florida 83 #8 x 7/8"FI.Ph.SMS Stainless Steel Buil„��PU Com" �16.p/o29.21 84 #8 x 1"FI.Ph.TEK Stainless Steey _ le: Revision B: lixpi iw DO. 145 • • • • �°"lid • OD 85 I#ax 1"Quad Pn SMS Stainless Sl • • • ! • By 86 1#8 X 1-1/2"Quad Pn SMS T Stainless led • • • Mi,si 1,1641's • • W-h0d W. •ate: • Revision A: 87 [#lox 1/2"Ph.Pn./TEK ;S1 l Steel 000 •• • • • •• 89 #10.24x 9/16"Ph.Pn.TYPE F esb Sled 12x 1"Ph.Pn.TEK less Steel _ / J(' ® Description: Grown By: b BOM AND CORNER VIEW J ROSOWSKI — — - 1 0A TECONOLOGY DRME -Titl! • • - Data - ' NR VENIRE, FL 34279 CAS9MP:4T VV=NDOW DETAILS-LM&SM 08/08/12 • P.O.SOX 1529 • • ..r., • NOKOMR!FL 34274•• �;s/Mosel • le: Sheet D-09 No. Rev: AFN LYMILLER P.E. CERT. OF AUTH. #29296 CA-74b NTS 10 OF 11 MD-CA740-LM B P.E.a 59705 ••• • • • • 9:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —�.062' 1.124'�— NOM. 0213.' 2.919" .125'.439' -062• 2.701• SILICONE HOT-MELT BUM NOM. STRUCTURALSILICONE 1 159 .062• STRUCTURAL 1/4•NOM. FOAM3/76"NOM.POLYISOBUTYLEN WITH 2784, WITH DESICCANT DESICCANT .093" EXT.GLASS EXT.GLASS O FRAME HEAD, O SASH TOP, 71 FRAME SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE #7002,6063T6 #7003,6063-T6 #7004,6063-T6 INT.GLASS INT.GLASS 1.356" �; 2203' 00 KODISPACE 101 SUPER I.441. 040• �1'��" } 4SG TPS SPACER@ NXT'M .423' � 4j I .093• FIXED •093' ANCHOR PLATE SCREEN FRAME ADDON FLANGE ALUMINUM O #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6 REINFORCEMENT pOLYISO• DESICCANT FILL AREA BUMENE 5/16•NOM. 5/16•NOM. SEAL BUTYLSILICONE SEAL .050� DESICCANTT ROLL-FORMED .pgp• FOAM STAINLESS STEEL EXT.GLASS .865' .865' EXT.GLASS 6 35 BEAD B 36 BEAD C INT.GLASS INT.GLASS #7036,6063-T6 #7042,6063-T6 DURASEAL& XL EDGE'M SPACER 103 SPACER � •172 102 .670E I'— .050• Part# Description Material _ �— .569" 100 Kommerling 4SG TPS Spacer System 37 BEAD D PRODUCT REVISED 101 Quanex Super S See this #7059,6063-T6 as complying wish the Florid, P pacer nXr with Hot Melt Butyl b Sheet for �uildia&Co&iu«o-06'L2b18 102 Quanex Duraseal Spacer Materials E lira ix Date 103 Cardinal XL Edge Spacer • Rd fe: Revision B.• • • y • ADDED THIS SHEET REFERENCE TEST REPORTS:FTL-8717,8968&8970 • • • •O�J05/16 WITH SPACERS. N1iam' 7 • • • eviee�: safe: • Revision A: T� ® DescriPlion: Drawn By: ��G • ••. EXTRUSIONS&SPACERS J ROSOWSKI 1010 TECHNOLOGY DF4VE 7Hig • • _ Gate:T W VENdE, FL 34276 CASE MQNT WINDOW DETAILS-LM&SM 08/08/12 • P.O.•BOX 4629 • 0 • ._ - • NOKOM6}FL 342741• IModel: •• cale: Sheet Growing No. Rev: ALYNN MILLER.P.E. CERT. OF AUTH. #2929fi • CA-74b • NTS 11 OF 11 MD-CA740-LM B P.E.#58705 O-W ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •