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WS-18-261 Permit No. WS-2-1$-261' _�sHO1t srL,� t Miami Shores Village ■ Permit Type:WindoWS(Shuttem .... „�� 10050 N.E.2nd Avenue NE e r I ork Classification:Windoulf/Door Replacem — Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FCORLDp' Issue date:2/612018 Expiration: 08/05/2018 Project Address Parcel Number Applicant 1500 NE 104 Street 1122320320350 Miami Shores, FL 33138-2666 Block: Lot: FAUSTO&LAURA ALBUJA Owner Information Address Phone Cell FAUSTO&LAURA ALBUJA 1500 NE 104 Street (317)413-8667 MIAMI SHORES FL 33138-2666 1500 NE 104 Street MIAMI SHORES FL 33138-2666 Contractor(s) Phone Cell Phone Valuation: $ 12,264.00 Y&A BUILDERS INC (786)208-7937 (786)208-7937 Total Sq Feet: 0 Type of Work:REPLACING 8 WINDOWS&FRONT DOOR. Available Inspections: No of Openings:9 Inspection Type: Additional Info:REPLACING 8 WINDOWS&FRONT DOOR. Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7,80 DBPR Fee Invoice# WS-2-18-66307 $2.85 02/01/2018 Credit Card $50.00 $174.65 DCA Fee $2.00 Education Surcharge $2.60 02/06/2018 Credit Card $ 174.65 $0.00 Permit Fee $190.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $224.65 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 acceptin4heassume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are requiredAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER I certify t t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc . Fut ore, I authorize the above-named contractor to do the work stated. February 06, 2018 gnature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 06, 2018 1 OWEbIZ) 9 A t i Miami Shores Village V, V Building Department FEB 01 18 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY:— INSPECTION Y: _INSPECTION LINE PHONE NUMBER:(305)762-4949 F BC291'4 BUILDING Master Permit No. C4 1p) PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR "DRAWINGS JOB ADDRESS: 1.500 Ne (0q S}art City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 ''ZZ3Z-O 3Z-0350 Is the'Building Historically Designated:Yes NO F1 Occupancy Type: SE( �D"'' kiLcl: Construction Type: / Flood Zone: BFE: FFE: 2 OWNER:Name(Fee Simple Titleholder): b eal, Phone#: Address: 10L4, s4oee City: 1' )CLry)i SP206'-S State: F/oride, Zip:-3313? Tenant/Lessee Na//me: Phone#: Email: (nth('q dPArr� r' �.GUyv% CONTRACTOR:Company Name: YA A 5QV Lpczs Phone#: r Address: 104 SO SW 000 AV e City: V.A\A\kk State: 'FL- Zip: 33x0ib Qualifier Name: Y02bf�S T_4bL1F6 lib. Phone#: X9(0- Zya -:?433 State Certification or Registration#: C-60-15Z43-41 Certificate of Competency#: DESIGNER:Architect/Engineer: M_- T:,P.7_0D Q_ Phone#: 3d5-Z.la`I-dl 00 Address: C13(00 SVI1356T W- . 5y1TE ZZO City: VA%A% M% State: r-L Zip: 331 3 Value of Work for this Permit:$ 12 Z(Oq •D0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 2:1ZPVA(CIIAG- 1 t C>~ ei fo-TI+ W l obOuWS WD CUE' F Yc71jfi tsca 12.. VJ 11260(,&I �_ dCx�r Specify color of color thru tile: Submittal Fee$�50W) Permit Fee$ 1 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ —""— Structural Reviews$ Bond$ —ter TOTAL FEE NOW DUE$ �--- (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I Signature Signature OWNER or AGENT ONTRACTOR The foregoing instruct was acknowledged before me this The foregoing i ent was acknowledged beforemethis day of QtY °K 20 � by da�anwho 20 O by 1QG�rCI &h ;who is personally known to is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. Print: a Print: Lai 0Irl. Seal: + � ' Michel Tanq Seal: �6� CommissionMichel tTGG055345 Commission I GG055345 �* �►_ X_ r Expires:Ommbe►15,2020 *anddt!`di�0'1�`di�`I��a ************ Bonded thr Aaron NoIVIn N�, APPROVED BY a'J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s' Miami shores Village Building Department g p r�1� 10050 N.E.2nd Avenue �L0R1UA 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 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the 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: Ow State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of t ,20]2_. By Cc�'�ot, who is personally known to me or has produced as identification. Notary: nom_ ommiSsion # GG055345 SEAL: - = Expires:December 15,2020 �'� ar Bonded thru Aaron Notary Y & A BUILDERS INC t 'Date: Zf 5 ,l State of Tlpfc s, County of MlWkOi�S Before me this day personally appeared who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 17500 Nf JQq g4 r%%MOM 1 990 'FL 3313$ Cont r ure Sworn to or affirmed) and subscribed before me this day of bYt4&-Yg .2011'21 by yes �eStctiS Personally know Or Produced Identification Type of Identification Produced Print, Type tamp Name of Notary Michel Tang Commission a GG055345 ". ' Expires:December 15,2020 o�a '� Bonded thru Aaron Notary gs Miamishores Village ` OR 93 Building Department sell n slalom 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 LORI 1 Fax: (305) 756.8972 Inspection requirements for: 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: 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). Acknowledg nt: '�o e�r✓s .��t,�S1� Qual' ' Wignature Date Print Name Property Search Application - Miami-Dade County Page 1 of 1 41 OFFICE OF TH" "E PROPERTY APPRAINA" ER Summary Report Generated On:2/1/2018 Property Information d Folio: 11-2232-032-0350 rte", 1500 NE 104 ST Property Address: Miami Shores,FL 33138-2666 FAUSTO ROBERTO ALBUJA Owner LAURA DEAN ALBUJA e Mailing Address 1500 NE 104 ST MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use yq' 1 a FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 irrr. Floors 1 .* I Living Units 1 Actual Area 2,703 Sq.Ft Living Area 2,031 Sq.Ft Adjusted Area 2,319 Sq.Ft Taxable Value Information Lot Size 8,850 Sq.Ft 2017 2016 2015 Year Built 1960 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $219,604 $214,059 $212,224 Year 2017 2016 2015 School Board Land'Value $309,729 $309,729 $270,112 Exemption Value $25,000 $25,000 $25,000 Building Value $136,357 $136,357 $136,357 Taxable Value 1 $244,604 $239,059 $237,224 XF Value $3,677 $3,707 $3,410 City Market Value $449,763 $449,793 $409,879 Exemption Value $50,000 $50,000 $50,000 Assessed Value $269,604 $264,059 $262,224 Taxable Value $219,604 $214,059 $212,224 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value --4 $219,604 $214,059 $212,224 Save Our Homes Assessment Cap Reduction $180,159 $185,734 $147,655 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Price OR Book- Qualification Description Second Sale Page Exemption $25,000 $25,000 $25,000 Homestead 27888- Trustees in bankruptcy,executors or ' 10/28/2011 $370,000 guardians Note:Not all benefits are applicable to all Taxable Values(i.e.County, 2475 g School Board,City,Regional). 00000- Sales which are disqualified as a result 07/01/2000 $0 00000 of examination of the deed Short Legal Description 15594- 07/01/1992 $163,000 2841 Sales which are'qualified 32 52 42 RIVER BAY PARK ADDN PB 40-72 LOT 14 BLK 4 LOT SIZE 75.000 X 118 OR 15594-2841 0792 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 2/1/2018 STATE OF FLORIDA ! � DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ��ooa�fi� 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 IGLESIAS, YORDES Y&A BUILDERS, INC. 10480 SW 160 AVE MIAMI FL 33196 Congratulations! With this license you become one of the nearly ,.,; one million Floridians licensed by the Department of Business and _ Professional Regulation. Our professionals and businesses range a•_ STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT-OF BUSINESS AND restaurants,and they keep Florida's economy strong. x y v PROFESSION`AL REGULATION Eve da we work to improve the waywe do business in order I CGC1524371 "" ISED X06/14/2016 s to serve you better. For Information aSU out our services, please - - � �" ' log onto www.myfloridalicense.com. There you can find more CERTIFIED GENERAL CONTRACTOR, information about our divisions and the regulations that impact .. IGLESIAS;YORDES you,subscribe to department newsletters and learn more about , Y&A BUIL'DERS;e1NC. r �,�; f the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate + � - _ -' Par �� Fairly.We constantly strive to serve you better so that you can '�•'.� - _ IS CERTIFIED'under"the'provIsions•of Ch.489'FS: serve your customers. Thank you for doing business in Florida, - - ti and congratulations on our new license! Expjratondate: G31:2018 - L1606140001)415 DETACH HERE ' —RICK SCOTT,yGOVERNOR KEN LAWSON,.SECRETARY.--_,_. STATE OF FLORIDA,. , DEPARTMENT:OF BUSINESS'AND PROFESSIONAL REGULATION, CONSTRUCTION INDUSTRY LICENSING BOARD ✓CGC1524371 •'"1 _ �+ t ' �' _ r _ c The GENERAL CONTRACTOR' Named"below IS CERTIFIED.. Y _',Under the-provlslofis of:Chapter 489 FS. -,Expiration date:-AUG 31 2018 _ _ a ti 4 al JGLESIAS; YORDES -Y&=A BUILDERS,°INC �,,."` '! `�. *; :� Z. IN, - 10480 SW'160•AVE -, . � - ' � "` ' MIAMI- FL 33196 ' � �' :�..•_.L...C- .d�` X'�r•✓°'•'~4� - - 5�.�"Z+y�,�� 11�i.'6. � ��.'.'A.+.L`'.�SP � '4-�E..L.3. ��'+e,i��Y ISSUED: 06/14/2016 _ DISPLAY AS REQUIRED BY LAW SEQ# L1606140000415 f 9 011744 & 'Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY § x. R 7209603 BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES 4 �_Y&A,BUILDERS INC RENEWAL SEPTEMBER 30, 2018,1 0480'SW 160 AVE 7492990 Must be displayed at place of business MIAMI FL 33196 _ Pursuant to County Code Chapter 8A.-Art.9&10--� OWNER SEC.TYPEOF BUS NESS G� pgyMENT RECEIVED' Y&A BUILDERS INC I + t96 GENERAL BUILDING CONTRACTOR-�By rnx coc�EcroR.-b C/O YORDESIGLESIASPRESS. �:' CGC1524371. :_ r Worker(s) t I, ' 4 CREDITCARD-17-046076 3 t `x I I'� � � This Local Business Tax Receipt only con!rms payment of the Local Businessl_Tod.The Receipt Is not a license, ,A permit,or a certification of the holder'squalifications.to do business*Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business: The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec W-276. For more information,visit www.miamidede.govftexcoliector I 1 I J� I I / DATE(MM/DDNYYY) �'►� � CERTIFICATE OF LIABILITY INSURANCE 1/25/2018 t THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). TACT PRODUCER NAME: A&D ALL—LINES INS ASSOC INC PHONE (305)463-6781 FAX No:(305)387-2918 5600 SW 135 Ave Ste 106 E-MAILDSame or sou .ne Miami, FL 33183 INSURERS AFFORDING COVERAGE NAIC# INSURER : CRUM & MRSTER SPECIALTY INSURED Y & A BUILDERS INC. INSURER B: 10480 S.W 160 AVE -INSURER MIAMI, FL 33196 INSURER D: 786-208-7937 INSURER 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, EXCLUSIONSAND CONDITIONSOF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BYPAID CLAIMS. LTR TYPEOF INSURANCE INSD D I YN M M/D /YYEYYY MMLICnEXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000.000 CLAIMS-MADE ®OCCUR P $ 100,000 BAG1044972 3/17/173/17/18 MED EXP(Anyoneperson) $ 5 000 A I PERSONAL&ADV INJURY $ 1,000,000 GEN' JECT L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000 POLICY a PRO LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ a accident ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOSaccident) $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ 4 EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION WORKERS COMPENSATION PTAT OTRH- AND EMPLOYERS'LIABILITY Y N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ Ifyes,describe under DESCRIPTION F OPERATIONS below E.L. I EA -POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attachedif more space is required) GENERAL CONTRACTOR I 4 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd AVE THE EXPIRATION DATE THEREOF, NOTICE WILL BE4DELIVER IN ACCORDANCE WITH THE POLICY PROVISIONS. MIVa SHORES SL 33138 L AUTHORIZED REPRESENTATIVE - ©1988 2014 ACORD CORPORATI All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD '+ 1 PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT STATE OF FLORIDA Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation DEPARTMENT OF FINANCIAL SERVICES who elects exemption from this chapter by filing a certificate of DIVISION OF WORKERS'COMPENSATION F election under this section may not recover benefits or ��;�� compensation under this chapter. CONSTRUCTION INDUSTRY EXEMPTION O CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L Pursuant to Chapter 440.05(12),F.S.,Certificates of election to WORKERS'COMPENSATION LAW D be exempt...apply only within the scope of the business or trade EFFECTIVE DATE: 8/1012016 EXPIRATION DATE: 8110/2018 listed on the notice of election to be exempt. PERSON: IGLESIAS YORDES H Pursuant to Chapter 440.05(13),F.S.,Notices of election to be FEIN: 811215023 - E exempt and certificates of election to be exempt shall be BUSINESS NAME AND ADDRESS: R subject to revocation if,at any time after the filing of the notice Y&A BUILDERS,INC. E or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke 10480 SW 160 AVE. a certificate at any time for failure of the person named on the MIAMI FL 33196 certificate to meet the requirements of this section. SCOPES OF BUSINESS OR TRA A LICENSED GENERAL CONTRACTOR DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 f 3 - -_.1 - - - • .. • • _• i i • .•_.• .- I L.....,.._ -- HGT Serie§-710 LMI-,-. ! I L.._.1__.. } I 70480 SNI 160 Av _ 1 • • _ _, r f, r_ '11i_�d.�1��JI _ __ 13-75" 75" t3 RollerXO....-=- - - , Y3A BUILDERS 0Av • • • • • • • • - • • • ••• N0 5.. 17-0411.06 38"- A#1 411 MIAMI,FL 133198 '0 06 - - — -- r , _ i._ �. - F786 l 3�a3a �1_Id H3 IM•36F 1-1d'N60 0' L03 ensu 1 � 08 1793 - PGT Serres 700 LMI I L. 0 23112018.._.. _� :..... • } • ;.__i..• _ _....._ 1 (._ EG } (2)Single Hung • . • • •I •. •• • • id Q 0 -19 '53"53 x38 I j • • • • • • • • • �� _ ' MASTER BEDROOM) _. ... � _•....;•-t•,--•-�,-•�•' -•�.-•f.•..•_`... .If 3i_..:. I11@E1clllln.-SvJ�:_lr45te..lL_U.2._t�/.i�j-..._ .._—J _ 1�_S LW�indowls TO 0 0 Aluminum Tube be Mull_L{—. MI Q �Otddi N/A...._..._ -1".X 3X 37„� •• . • • 0A#14 073106 i . . I. tY � . I - . - - - - N/A - -- - - - . - I __ } - - - - - N/A -- _ N/A . _ - ....... - - - + t i PGT�Se _ _... 1 i res 710,LM I ©--..._.._...+- - - - t N/A .. _......:.- .-__ __ _..._ .._- .. T ... 1`� � :' j Horizontal Roller XO BEDROOM f ... �L i y 38” EG 1 I--NOA#17-0411.06 _ _ I i - _ i ' kitchen - - - - f I L._-_ _.__ l I Z._.:.... _.._.... PGT Series 700 LMI i E n _ -Single Hung BAT)HI - - _ - + 19"x 26" 4 _.-�---N/A- ---- _ _ PGT eries 700 LMI � ..,.. - i (3,)Single Hung NOA#;17-0630.08 t 36'75 x 75 5" .� v - - { } ES Windows' - I, Q MOA#17-0630.08- - ..... Tube Mull L I —� __ t NOA#,14-_Q711.06.- -_ f _ 1 1 fi } N/A BEDROOM - -- .. LMI _.__. _.. - Horizontal Roller XO L ! ------ .__ l 0 -- ...... --.- -----. - ....... . 36 5 X 38" __.. L 1 - ..ENTRY 4 -- — O t 17-0411-.06" --- -- _ __ French Eco Door X L I .._. _... s 600 M - -- I EG 1 38"X 82 - -- - -- I 1 NOA#15-060313 —� PGT Series 710 LMl _ - - Horizontal Roller XO s 700 LMI-'----'W ( f - PGT Serie -'- + �_- Single Hung.. ... i- I ... -N/A ., - - I - --..—_h. t 73.5"X 50.5" 19"x 38 - ^ NOA#170411:06 _.. --- -- -._. -- - o L 8 DO RS_. L - -r.. -- { Page 1 of 1 SITE SPECIFIC WINDLOAD CERTLFICATe: AL-FAROOQ '••' '•�"� CORPORATION •' " ' 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262. 74s,'l WZ*f"Og.corrZ 4*0.0 alfarooq@afceng.com .. ...... . . .. . .. .. . ...... a • Project Number: 36212-2817 Date Requested: 1/26/20V 10:2$:43 A44 ....;. .....• Client: ALBERTO IGLESIAS Mailing Address: Alberto Iglesias • Y&A Builders, Inc Y&A BOU1014Inc .. ••: 13872 sw 46 LN 13331 sw 132 ave#1'..'.' Miami, FL 33175 Miami , FL 33186 Project Address: 1500 NE 104th ST Job Name: LAURA ALBUJA MIAMI SHORES FL 33138 Project Information Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2017 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Exposure Category D Trib.Area(ft 2) Zone 4 1 Zone 5 Roof Type Sloped 10 +48.6 -52.7 1 +48.6 -65.1 Mean Roof Height 15.00 ft ZONE 4O d-10%OF LEAST 90R120NTAL DIMENSION Elevation of Opening 15.00 ft ZONE 5th HEIGHT'H'FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A General CalculationsH Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 1.03 d Velocity Pressure Coefficient(Kz) 1.03 Topographical Factor(Kzt) 1.00 d Velocity Pressure(Qh) 68.7 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 68.7 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 �~ 2018; Notes: -- •,�•� Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ©2018 ,Copyright AI-Farooq Corporation CAN(EB)#3538 1/26/2018 M IAM IOADE MIAMI-BADE QOUNTY o PRdDUCI.CONTIM11 tECTION••:• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1.1105§W 26 430 ;Room 208BOARD AND CODE ADMINISTRATION DIVISION T(789f311!f590 t(76315-2549••••• NOTICE OF ACCEPTANCE (NOA) •www.miamidade. /econo • •••; PGT Industries,Inc. • .... .... ..... 1070 Technology Drive • ...... . . ..... . North Venice,FL 34275 SCOPE: •••••• • •• . . . ...... This NOA is being issued under the applicable rules and regulations governing the. use of tb4*uctio&1 materials. The documentation submitted has been reviewed and accepted by M!=T-Bade Comity RER Product Control Section to be used in Miami Dade County and other areas where allowed byuo Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L. APPROVAL DODrawing No. 4040-20,titled um. Sing e ung indow,Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the 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 r 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 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#16-0714.06 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. NOA No. 17-0630.08 t�aoE coUNTY O 7 Expiration Date: March 26,2021 "'• ' f 1 Approval Date: November 30,2017 Page 1 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMFTTE)p ••••• •••••• 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, Im 'aA sheefs 1 through" i 11 of 11, dated 09/01/05, with revision G dated 06/06/17,preFedjy mapufaiturer, •„• signed and sealed by Anthony Lynn Miller,P.E. :00 00' B. TESTS 1. 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 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and 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. (Submitted under previous NOA No. 16-0714.06) 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. (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 1 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. 07-0322.06) Manuel er P.E. Product Contro Ex iner NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 • E-1 , l / t i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'ZTED. • • ...... . .. ...... B. TESTS (CONTM ED) •••• ...... • 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 2@1-14 2) Cyclic Wind Pressure Loading per FBC,TAS*2'f3-94 :•••:• along with marked-up drawings and installation diagram of a4 g�i;ynum single hung window,with fin frame,prepared by Fenestration Testing Latloraloi y, Inch;Test see*** 0*00 Report No. FTL-4645, dated 08/11/05, signed and sealed by 4dnMdo Largaespada,;....; P.E. .. .. . (Submitted under NDA No. 05-1018.01 5. 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 aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. i + (Submitted under NOA No. 05-1018.01) 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-4647 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 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-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) E an ee7- P.E. Product Contriner NOA No0.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 PGT Industries,Inc. •YY• NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTE_ •• • •• • • • C. CALCULATIONS .••••• 1. Anchor verification calculations and structural analysis, complyitigwi FBC'Sth •';". Edition (2014)and FBC 6th Edition (2017),dated 06/22/17,�!eVA&d by•..••• ••••• . ...... man ac signea sigansealea y ony Lynn Miller,P.E..0...•.•• 0 •• 2. Glazing complies with ASTM E1300-04' ' ' • • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). •• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflez Clear and Color Glass Interlayers"dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6th Edition(2017),dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. ' 3. Laboratory compliance letter for Test Reports No.FTL4957,FTL4958 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. 07-032Z 06) 4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,FTL-46481 FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. E (Submitted under NOA No. 05-1018.01) i 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries, Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and expiring on 03/26/21. aim r z,P.E. Product Co roI E aminer NOA -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-3 . . ... . . . ... .. .. .• .. . . . . . . . . . . . . .•. . . . . ... GENERAL NOTES-IMPACT SJNGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: :2017 FLORIDA BUILDING CODE(FBC),0TH EDITION • 1*GL$ZII�.a�TIblS:(SgE C*AILS•�HEET 2) 1FLORIDA BUILDING CODE(FBC),5TH EDITbN •ASTSTM E7300-04 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION - • • :•:A.5/10 LAMI CONSISTING OF(2)tITC6 OF 1/8'ANNEALED GLASS WITH A.090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.) -ALUMINUM DESIGN MANUAL,ADM-2015 OR.dJO"SMLfX PVB"ERLATER(BY EASTMAN CHEMICAL COMPANY) •AISI 5100-12 B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A •AISC 360-10 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •• •C. /16"RAMI t SISjI ®(��ITES OF 1/8"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP 90" 4R L �V (BY KURARAY AMERICA,INC.)OR.090"SAFLEX' PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •• •9.47/1W LAMI 901,161Si1MG OF(9)LITES OF 3/16"ANNEALED GLASS WITH A.090'KURARAY TROSIFOL?PVB(BY KURARAY AMERICA,INC.) SHEET ••• �Rd+9�SF¢L�j(®J�NTERL�YER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 E. • • /16 I IS OF'( [ITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX- PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4 OR.D90"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 G.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"ANNEALED GLASS WITH A HORIZ.SECTIONS............5 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6 H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE EXTRUSIONS....................7 OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL! PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 I.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13116"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 Matedal Min.Fr Min.F. OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL° PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksi OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltraCorM 155 ksi 177 ksi 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 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksl WITH A.090"KURARAY TROSIFOL WFVB Y 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 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 606315 Aluminum 16 ksi 22 ksi .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Steel 38 ksi 58 ksl A36 Gr.33 Steel Stud 33 ksi 45 ksl 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES 1-3,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. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. es.moyiug with the Fklrlb *'wk,"i.' 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.7.REFERENCES:TEST REPORTS FTL-0645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL4958 AND FTL-5063.ANSI/AF&PA NDS FOR WOOD CONSTRUCTION odceALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. .• 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Z* � 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. + 2�m :1070TECHNOLOGY DRIVE ` C AIAZORjp1. � N.VENICE,FL 34275 GENERAL NOTES '�, ..... C7 (841)450-1600 ,.. �'SS70NAL� �� CERT.OF AUTH.029M ALUM.SINGLE HUNG WINDOW,IMPACT 1'111111110% JR O&N8/17 G UFDATEDANCHOMGE70F8C2017. corrnroxrersrr e.r.rre .,► flare e�wew. ar< A.LYNN MILLER,P.E. nu lWKSt1✓K t1.r: - rorNousTwc+.r+c. ® 8iSWIMNT"S 1 r 11 4040.20 G FL P.E.#58705 F.K 01105 J.J. 1l29N7 s¢sezen . . ... . . . ... . . . . . . . . . . Part# Description Material • •• •• •• ••• 1 71 Kommeding 4SG TPS Spacer System • • • • • • • • See this • • • n • • 4n n 72 Quanex Super SpacernXTwith Hot Melt Butyl Sheet for • •• ••• • 73 Quanex Dureseal Spacer Materials 41 12"NOM. 44 1/2"NOM. 74 Cardinal A Edge Spacer GLASS BITE GLASS BITE FE TEST REPORTS:FTL-8717,8968&8970 •• :•: : : • JO 87 70 • • •• • 37 ••• Wo 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"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 f 7/16"LAMINATED LA 83,84 or 85 NOTE: LAMI IG OUTBOARD 71-74 71-74 a EXTERIOR INTERIORF-'> MAY 1 1 (ALL SECTIONS) UPGRADED TO 3/16' WITH NO CHANGE IN "P\/B.= DESIGN PRESSURE. KURARAY TROSIFOL 112'NOM. 1/2"NOM. PVB INTERLAYER ° 46 GLASS BITE 46 GLASS BITE or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS �flffi"ANNEAUED 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 118"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 ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 6/16"NOM. PRODUCT REVISED SILICONE 5/16'NOM. SEAL as complying with the Elaida STRUCTURAL 3/16"NOM. SILICONE SEAL 1/4"NOM. FOAM BUTYL d Sanding Code POLYISOBUTYLENE WITH DESICCANT ROLL-FORMED AaxptsnceAlo I •D$ WITH DESICCANT DESICCANT FOAM STAINLESS STEEL Ez drat Date �7pQ) EXT.GLASS EXT.GLASS EXT.GLASS Say EXT.GLASS Munni acle ProdtsL /1111111 / ` �(NY,LYNiy "/'. INT.GLASS INT.GLASS INT.GLASS ••'TJCENSF•:��j' INT.GLASS `�t� 71 KODISPACE 72 SUPER DURASEALO 74 XL EDGE _*: No.58705 TSG TPS SPACER®NXT SPACER SPACER *_ OFTEY DRIVE 1D7N.V NICE FOL 34275 _GLAZING DETAILS '�F3+'••:°�oRlor N�� o.tz Irrtmc CERT.OF 41)480-1600 ALUM.SINGLE HUNG WINDOW IMPACT /0NAt.,i�NG`�� JR OBrOlirl7 G NO CHANGES THIS SHEET. cormrearn � "i0 pw1•"' a, A.LYrStJ IIG�ILCER,P.E. or: a.ma 11,ec _ vcrnousmEswc. IR37. $N700 FUII 1 2 + 11 4040-20 G FL P.E.#58705 'F.K EV1pb JJ. 2&=7 w1 nw�rts as°mso . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 111 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP+TO-TIP FRAME DIMENSIONS • • • : •• • • • WINDOW HEIGHT IbTH • LA TYPE , •63• 66" 68„ 70" 72" 74" 76" MEETING RAIL Q011 • A,E,M • 80, -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 $0.0 HT. 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 +79.0 -79.0 H A,B,M +50,0 80.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 +78.6 -78.8 +77.3 -77.3 +75.9 -75.9 1 + .0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 •C,D,E,E,G,?1,I,�ItL +� 0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +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" 60 618, 63" 72" 1 74" 76" 4g" 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 -70.0 +70.0 -70.0 HT.A,B,M +80.0 80.0 +80.0 80.0 .0 80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 I ,X„ �H 62" A,B,M +80.0 -80.0 +80.0 -80.0 .0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.663118" A,8,M +80.0 -80.0 +80.0 -80.0 .0 -80.0 +75.0 -75.0 +66.0 -68.0 +66.7 •86.7 +65.5 -5.5UPT0631B" C,D,E,F,G,H,I,J,K,L +g0.0 80.0 +B0.0 800 .0 80.0 +60.0 X0.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 j CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. � BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W HT WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) ,O. MINUS WIDTH GLASS TYPE 17118". 2211116" 1 283116- 1 33314- 1 396116- 4413/16" 1 60 318" 6516/16" SASH ' 63118" D,E,F,J,K,L4 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. IMEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. L "X" -SASTSH A.5/16"LAMI- 118"A,.090,1/6"A) FTL-4647,4648,4723,4957 I B.5116"LAMI-(1/8"A,.090,1/8"HS) FTI-4647,4648 i C.5/16"LAM[-(1/8"HS,.090,1/8"HS) FTL-4647,4648 " D.7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4645,4885 I E.7/16"LAMI-(3116"A,.090,3/16"HS) FTL-4645 i F.7/16"LAMI-(3/16"HS,.090,3116"HS) FTL4645 G.13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL4646,4723 PRODUCT REVD H.13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) FTL-4646 gmW meEtstifem I. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"HS,.090,118"HS) FTL-4646 aceeplanceTiO l '76 D,O� J.13/16"LAMI IG-1/8"T,AIRSPACE,7/18"LAM[-(3/16"A,.090,3116"A) FTL4649,4650 6y K.13/16'LAMI IG-1/8"T,AIR SPACE,7/18"LAMI-(3/16"A,.090,3/16"HS) FTL-4649,4650,4958 Miami eFraduct L.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL-4649,4650 M.13/16"LAMI IG-118"A,AIR SPACE,5/16"LAMI 1/8"A,.090,1/8"A FTL-5063 `.�`a()JAY,... Y A,Ivai NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. *:• No.38705 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 5/8"MINIMUM TO 38"MAXIMUM. =-a 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY �o% 5.REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP 1070 TECHNOLOGY DRIVE LIMITATIONS. N VENICE. DESIGN PRESSURES ';,�ss/•�ORIDP,.•'G�C�� a�q CERT.OFAUTH.#20296 ALUM.SINGLE HUNG WINDOW,IMPACT 1L�EN��` JR O6W617 G NO CHANGES THIS SHEET. �,�y,� a,r, er,.e a..e,ex. �.,: A.LYNN MILLER,P.E. covva Xll nr"o 1 a.a"e a,r ro MUMS*aES.NC. �T- sH?w NT$ 3 + 11 4040.20 G FL P.E.#58705 FJ(. 9HA75 J.J. 22Sro7 -w� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 531/8"MAX.FLANGED WIDTH •' 521/8"MAX.I.F.WIDTH • • • • • •• •• • • • • • •49 5Ai"MAK.FIXED • C • • • PLO(ALL) • ', ••� I _ _ m 75"MAX. 75"MAX. 75'MAX. SEE DLO I I.F. � A I.F. C� I.F. •• �B's O•• •• • D_J HEI HT SEE DLO HEIGHT SEE DLO HEIGHT • LI • • • • TABLE O TABLE O j • • • • •• • 76"MAX. L 76'MAX. Jll— _ 76"MAX. •• FLANGED FLANGED FLANGED HEIGHT HEI HT HEI HT SEE DLO 38 7/16" TABLE X j SASH SEE DLO F2� S E SEE DLO XHEI HT NO E4 SEE (MAX.) TABLE / NO E 4 TABS 48 1/4"MAX. DETAIL C VENT DLO(ALL) DETAIL B DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) B E--j 75"MAX. I 75"MAX. I LF. LF. HEI 3 HT E +� HEI HT SEE DLO SEE DLO TABLE OTABLE O j 76"1%X. j 7G'MAX. FLANGED FLANGED HEIGHT HEI HT 20" SEE DLO TABLEX j I SASH SEE DLO TABLE X j SASH ® HEIGHT HEIGHT PRODUC7R&VIS —PlYing with Ile Fhrids Buildins Cods e e�� I - 630.OB 2i DETAIL D DETAIL E j0 BY VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) nlian adoA;oflyca �� NOTES: ` 4tL10ENgF.•�� 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Z '. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. *;' No.58705 =_ 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. — t ATE O r K/�� 1070 TECHNOLOGY DRIVE i��s '•:c<ORIDp_.•'••�� N.VENICE,FL 34275 ELEVATIONS S G M41)4WI600 nx CERT.of AUTH.xzBsae ALUM.SINGLE HUNG WINDOW,IMPACT �''i��N i l l%0" JR oaw17 G NO CHANGES THIS SHEET. • ep11 ori 4kW 4Pwt —ft- �- A.LYNN MILLER,P.E. 4y. wr: —J.J M vc*.mus,nFs.uc. ® gI{/0D NTS 4 d 11 404f}20 G FL P.E.#58705 F.K. A�1�D5 J.J. ZR3•D7 ^�R'o"'$' a1TO . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... I�--2.784" NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR • • • • • • • OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED • • • • MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT • 1• I SIDE 4 INSIDE 9,10,11,15,16 31 0 00 00 . LvXe . ed 2.710" '• ' FEd••LITE ; • 7,8 OR 17 DAYLIGHT FT 25 I+ OPENING OUTSIDE 25 t —MAX.FIXED LITE DAYLIGHT OPENING r— MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MAX MAX HEIGHT 21 2.946 HIGH rr OUTSIDE I SILL 2.330 J�I�LOW �L DAYLIGHT GHT NT 49 HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 68 2.710" 7 I.F.FRAME 28 53 II OUTSIDE I PRODUCT REVISED 6 as Ruitdm yi ge with The F�� 53 A� pt>$ N J •oi .08 - 2.330" 2.946" 63 Expirat m Det 110J j 52 (LOW SILL) (HIGH SILL) ny ra yo_ SEE NOTE ABOVE 54 64 X11 67 QCT.•' LICENgF:�C� 3 30 12 ULTRALIFT 69 ULTRALIFT =* No.58705 ONLY 12 ONLY SECTION C C *_ RADIUS TOP (LowsILLSHowN> TAIL-FLANGED VERSION) SECTION B-B ALTERNATE HIGH SILL (HEAD DE 1070TECHNOLOGY DRIVE N.VENICE.FL 34275 SECTIONS BY a.. . CERT OtF uz M ALUM.SINGLE HUNG WINDOW,IMPACT)480-1000 �s'S��NA 1110% ?` JR -� W17 G NOCWWGESTHIS SHEET. COWWGMOAII a.w»Nea�c' ral" '"i0 t+"+M e»- A.LYNN}VIILLER,P.E. ay vm: cn.,aa nt« rar nousmEs,rrc. ® 8H7tp Half 5 • 11 4040-20 G FL P.E.#58705 F.K SV1/05 J.J. 22W7 ux aionrs eESEm�o . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... ITEM DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 4002A "GFrRAMEHW 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K • 200 1155•#5X1". 0 QUADiI4.SM' • 781PQA 61 SCREEN CLOTH 61816 • 340 3C• F G F SI (L L) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 • 50 1626•ADHESIVE OPEN CELL FCAARPAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLAN E FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAM 62BVI510 _ 7 4025 SASH STOP 612244 66 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 64050 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A IFLANGE FRAME SILL(HIGH SILL 4 8 IR 3 ",OR 11/16" 70 SILICONE,DOW 781,898,995 OR GE 7700 40 •0080•BALAMCENCOVBR,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAN,(118"A,.090 PVB,1/8"A) 1 # X. H. N.SMS 7834AA 81 B.GLASS,5/16"LAM],(1/8"A.090 PVB,1/8"HS) •f2 • • ALARCE+BOW"BRACKET 7BALTBKT 82 C.GLASS,5/16"LAN,(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(3N6"A.090 PV3,3/16"A) 15 98 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAM,(3/16"A.090 PVB,3/16"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAN, 3/16"HS,.090 PVB,3/16"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS.13/16"LAM]IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A.090 PV13,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16'LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAM,(1/8'HS,.090 PVB,1/B"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS.13/16"LAM IG;1/8'T,AIR SPACE,7/16"LAN,(3H6"A.090 PVB,3/16" 23 4006C SASH TOP RAIL 64006 90 K GLASS,13f16-LAN IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PV3,3/16"HS) 25 1235 MTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116"LAMI IG;1/8T,AIR SPACE,7/16"LAM,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAM IG;1/8"A AIR SPACE,5/16"LAY, 1/8"A.090 PVB,1/8" 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL 6TP249 2.784 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 11 35 1622 LAN SETTING BLOCK 3/32"X25/64"X1" 71622K 3. 55 36 1052 LAW IG SETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062--1- 3 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 640398 47 FRAME, I.F.HEAD 42 40448 GLAZING BEAD,5/16 LAMI VWGR ILL KIT 644703 #4071 A.6063-T6 4a 4222A GLAZING BEAD,7116"LAMI sae 5 O FRAME,I.F.LOW SILL 45 986C GLAZING BEAD,7/16"LAMI VWGRILL KIT 6985 48 46 4067 GLAZING BEAD, LAW I.G. 64067 #4072A,6063 T6 2.908 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME,I.F.LOW SILL 64072 2.374 49 4073A FRAME,I.F.HIGH SILL 64073 PRODUCT REVISED 50 40748 FRAME,I.F.JAB 64074 R ding Co with the Florida fl,ildin6 Code 52 4009 SILL LATCH(EGRESS) (LOWSILL) 764009 .062 NOM AcceptnMNO/ -flb$b•Da 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4. 712.11( Dmo 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1By_DadsRodvel 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM 56 1630 ISCREEN CORNER KEYVWRINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEYVWOUTRINGS 71631 `� pNY LYNh��'�%, • Q 58 1073 SCREEN SPRING 7CASP �IGENSF !!-- 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K &FRAME,I.F.JAMB .� 50 #40746,6063•T6 '*; No,58705 49 FRAME,I.F.HIGH SILL A"-'&7-TA #4073A,6063-T6 (USED AS RADIUS TOP HEAD) 1070 TECHNOLOGY DRIVE �1 / ¢/, N.VENICE,FL 34275L�T PARTS LIST i��s '.;°<ORIDP,. \�� CERT90FAt1TH41) 1 129296ALUM.SINGLE HUNG WINDOW,IMPACT �",,,JCONAL•�NG\�� JR oawl7 G ND CHANGES THIS SHEET. cGPrRCRromn s.wc�e sow "we —'ft-. Rwr. A L'('Nf4,fakLE ,P.E. o.". or• aw,e wa. PGiiNDa511VE5,NC. SHlDD NT$ 6 11 4040.20 G FL P.E.#58705 F.W. 9/1/15' J.J. 2!2&07 1ALL RRiaTEREGERVED . . ••• .• . . ... .. .. . . .. .. . . . . . . . . . . . I*SEALANT FFRAME SEALANT ALONG ENTIRE JOINT I.F.FRAME • • • *02.7i4�• • • .062 I •••� • ••• •• • 2.330 2.830 1.363 osz 6 or 50 • •F (0-;ER4MC4.1 #4DO2:!6�63816 Imo--2.784--I •• • • • • • ••• •• O WELD 3 FLANGE FRAME SILL (Low) ALONG ,.7as #4003c,6063-T6 I6 or 50 SCREW BOSS(2) S12.710 AT HEAD AND SILL 1 .513�-jf738 I062 .490 .040 •062 VIEW D D VIEW E-E 1•--1.as1—I T `� (1!1&VIEW HEAD S SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER _ _FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB 7 #4025,6063-T5 17 #4053,6063-T5 •050 #4RADIU 8TO (USED AS RADIUS TOP HEAD) � 1.165 )+— .878 �{ 1.342 1.---2.279--�{ 2.326—� 062 I� 1.096—��—�I� I I 41 GLAZING BEAD,5/16" _.34 #40398,608375 1.979 .062A q 5 17107 .os2 31 SASH SIDE RAIL .062 1 #4008,606375 1 FIXED MEETING RAILSASH TOP ..RAI---L LLL SASH BOTTOM RAIL(LOW) 678 28 21 #4054A,6063HD-T6® 23 #4006C,6063HS-T6 #4007,6063T5 050 676 42 GLAZING BEAD,5/16" #4044B,155063-T5 PRODUCT 2.326—�I (USED Wl GRILL KIT) us complying with d.Fkmi,% ,.698 {�— IT .062 A c eldingCo".F1to I •0620.0$ O GLAZING BEAD 7/16" �„ AdfiffAZ&= 2.946 04222,6063T5 3.446 2.638 .683 .050 .062 II 61�— �r1.097 ��I oso '676 GLAZING BEAD,13/16"IG �ONY.LYNN �•,�� 46 #4067,6063-T5 ��;•'' �1GENSF'•.4 i X2.784--��"II 1.115 .tn� O #a051A 606375 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" _*i No.56705 : 69 FLANGE FRAME SILL(HIGH) 68 #9850,6063-T5 = #4050A,6063T6 (USED W1 GRILL KIT) !tel 1070 TECH VENICELF34275� EXTRUSIONS&FRAME CORNER DETAIL %�'C` 1E ceal.eaI5oo ALUM.SINGLE HUNG WINDOW,IMPACT �� s/0 ENG`�� gd,br CERT.DF AUTK N292B8 JR OBwi7 G NO CHANGES THIS SHEET. cormwR*omn a.r+ear eaiR o..pPw. w..- A.(_i'NFII `�.E. pMnM o.a awme o� NiT NNIRTRES.NG aT. H91f 7 - 11 4040-20 G FL P.E.#58705 FIC 911105 J.J. 22&07 eu.RK+rrsnEse . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: • • • • • WINDOW HEIGHT 1. ANCHOR TYPES: 1-114'ELCO ULTRACONS OR#12 • • • • • • SCREWS INTO METAL UBSITYAfE:• • • 20.603• • .603 40.603 46.603 52.603 58.603 64.603 76.000 2-1/4"ELCO SS4 CRETE-FLEX ` • TYPE: U �t1 •� U U p U ' U p 'U U p U U p U U p U U p U U 3-#12 SCREWS _ — — O N Z co O N Z Z(h O NZ Z M O N Z Z c+>O N Z Z 09O N Z Z M O N Z Z(h 0 N Z Z WNDTOH TASYPE N0 O�ON 0 ONo O�ON O�ON0 O�ON O�ON O^ON O O 2.ANCHOR LOCATIONS ARE BASED ON THE U U U: U U U U U U U U U U U U U FOLLOWIING DIMENSIONS. HEAD-18 1/2"MAX.FROM TOP CORNERS •• • nFG, •L 1 •1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-d.-I-6 1 1 1 1 JAMBS-171/2'MAX.FROM TOP CORNERS • - - .. .. .._.. _ .._�._' ...�.- —r- --T-- -:- ...r_.. I - -i.. .•.._ 15"MAX.FROM BOTTOM CORNERS #•1 1j•1 1,2 1,1 1 2 212 1,2 212 212 2;2 2;2 2.2 2'2 2!2 2i2 2 2 2 2 2 2' 2 2 3 2i2 3,3 •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 - i -6'�RSNOW MTG.RAIL 1 1;1 1`2 1'.1 1,2 2 2 1;2 2!222 212 212 2;2 2,2 2i2 2;2 22 2.2 22 2,2 22 2 3 2 2 3'3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR ___ ___ .__._._._ __,_._ QUANTITIES USING THE DIMENSIONAL CRITERIA OF ,, , , 1 1 112 112 1!2 112 2j2 1;2 2i2 22 2,2 2j2 2i2 212 2 2 2 3 2j2 2;2 2;3 2'2 2;3 3,3 2'2 3,3 NOTE 2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 WIDTH AND HEIGHT DIMENSION ARE FOR ABM -7— .... - _._._,_. ..._ _. ._ . - TABLE _ 4. 1 2 1 1 1121112 112 1 12 2 2 1 12 2'2 212 212 2 2 212 2.2 212 213 212 2'2 2!3 2 j 2 2!3 313 2`2 3 3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 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 ARE 1"LESS. H,I,J,K,L 1 12 Ili 2 2 i 2 2.3 i 2 212 2 3 1 i 2 2 3 21 3 2 j 2 2;3 2 3 2 2 23 313 2,2 3 1 3 314 i12 313 3j4 313 4 4 5.DESIGN PRESSURE LIMITATIONS: 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 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 A,B,M -- - 1!2 1f2 2:!2121311'12 212 2;3 112 2i3 213 2'2 2'13 213 2.2 2,13 313 2 2 313_3 4 3;2 3+3 3;4 3:3 414 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE .....r--.. ._..._ ....)_..- --.__�_._i___ __S-.T_ - - 'i ._. _ .._I_...-- ----.-r._..__� .-- -.-T----..---- MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE H,I,J,K,L 2;2 1j2 212 2,3 1!2 2i3 213 2;2 2,3 2;3 212 213 2,3 2 3 2j3 3,4 2T3 3`3 3 4 3 3 3,4 3j5 3;3 414 SIZE AND GLASS TYPE IS AVAILABLE. 37.OD0 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2p2i 1 2 _ _ �._. 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE A B,M 2i2 1 2 2;2 2 3 112 2 3 2 3 2,2 2!3 2,3 212 2,3 2 3 2 3 213 314 2{3 3 3 314 313 3143�3 414 REQUIREMENTS. 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 22 2 40.000 H,I,J,K,L 2 2 1:2 2 2 213 22 2j3 213 2 2 2 3 2'3 2!3 2i3 24 2,3 33 314 2j3 3I4 3j5 313 3433 44 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2AB,M 2 2 1i2 212 23 2 2 213 232 2 2 3 2 3 2 3 2.3 2;4 2;3 3!3 314 2{3 3j4 3i5 313 3:4313 4 4 TABLE KEY: PSF 79 MAX.PSF 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 (DP LMTED) 118 44.000 H,I,J,K,L 2 2 22 22 213 2;2 2 3 2i3 2;2 313 2i4 213 3'3 3i4 2!3 3;3 314 213 34 3,5 3 3 3!4 4r5 314 415 HEAD 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 JAMB ABOVE 2 3 AB,M _ - _... 2 2 ODUCT REVISr-D 2,2 2 2 213 2 2 2 3 2j3 2i2 3 3 2t4 2`3 313 3 4 2';3 313 3;4 2;3 314 3i5 3;3 3 4 4:5 3!4 4!5 WrG•R� PSF 78 79 J '�RCO1Ro��do F11W D 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 MTG.RAIL A�eVt 4-CO& 8 1 AMB BELOW p00. ...i_ --- i 2D2 48.000 H,I,J,K,L 2 2 2 2 2 2 2'3 2i2 213 3!4 213 3r3 3'4 2 3 3I4 3j4 2';3 3;4 3 5 313 3 4 3'5 3 3 4;5 4'6 3!4 61 C. `n` 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) By A B,M _2T2 �_ _. ..._ ...__. ..7_. . .. - _.. -.._..r.- HEAD 2 Miyn a�Aoda4i 2 2 2;2 2 2 2i3 212 2;3 314 213 3;3 314 2 3 3 4 314 2'3 3!4 3 5 3,3 3:4 315 3;3 4 5 4.6 3;4 5i5 JAMB ABOVE 2 3 PSF 72 79 79LY/vv MTG.RAIL �.�� 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_. .3_ 2 _3.. JANE BELOW oNY�NSF!1fi��'' 53.125 H,I,J,K,L 2 2 212 2 2 2 3 2 2 2i3 314 2;3 3i4 3.4 2'3 3;4 3j4 3.3 3 4 3 5 3j3 4•'4 4;6 3 4 4;5 4j6 3;4 5 6 MiG.RAIL ABX 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR = u o 58705 2 2 2`2 2 2 2 3 2j2 2.3 3:4 2'3 3!4 34 2i3 3 4 3;4 3,3 314 3 5 3 3 4:4 45 3.3 4;5 4!6 3i4 4ib FULL DP _� P 7070 TECHNOLOGY DRIVE ��'• �:•(4�� N.VENICE.FL 34276 [J� ANCHORAGE SPACING, 1/1 WINDOWS F '•.;�(ORIDp,.•'•�C�, w„ CERT.OFAUTH.a2B290ALUM.SINGLE HUNG WINDOW,IMPACT �� •(�"{""Er1G�� JR OWIVI7 G NO CHANGES THIS SHEET. corm tomve.wmr r.� pr4rNa xw. A.LYfJNdy114F R,�P.�. w..esc orc uw.e oas rcrnaarnes.wc ShI700 NTS 8 s 11 404020 G FL P.E.#58705 F.K. 72&MS J.J. 2239)7 ,uL mclns�smveo . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... .. . . . . ... . .. . . . ... ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: • • 1.ANCHOR TYPES: 1-1/4"ELCO ULTRACONS.OR#12 • • • • • •• •• • • WINDOW HEIGHT SCREWS INTO METAL 6UB91TRA0 • • • 29.655 • • 33.155 44.655 52.155 59.655 67.155 74.655 •76.000 2-v4"ELCO SS4 CRETE-FLEX • 3-#12 SCREWS AN&tQRTYP9 toUuk O NU U U 101"'01 01o - U U o U U Z Z o Z_ZMONZ_ZO Z z Z Ze)O Z ZMO eZ-Zcf0 z zcliNOWINDOW GLASN O O O OON OON N0ON "O O N O ON O 2.ANCHOR_L OCATIONS ARE BASED ON THE U U U U U U FOLLOWING DIMENSIONS: WIDTH TYPE U U U HEAD-18 MAX.FROM TOP CORNERS •• • D,EiF,G,•ati 11 .1 •l 1 1 1 7 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX FROM TOP CORNERS H,yJ,K� 3r 1• 1: Z 2 2;1 212 2.2 2;1 232 2.2 2j2 2�2 2T2 2,2 232 2 2 2;2 2 2 3;2 2.2 3'2 3 2 2,2 3j2 15"MAX.FROM BOTTOM CORNERS •1$,1 • 6"MAX.BELOW MTG.RAIL • • • • •t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 M6,14► .T_ ._ S ._.,_._. r ....-- -' - _. ._ -. r - - '-- - SILL-ANCHORS NOT REQUIRED •• • • Mit 1t �3 !!2 2!1 2!2 2;2 2;1 2!2 2,2 212 212 2j2 212 2 2 212 232 2121--3'2 212 3%2 32 22 3112 PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR 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. S USING THE DIMENSIONAL CRITERIA OF QUANTITIES 24.000 H,I.J,K,L 1 1 131 1 1 232 1'1 2 2 2'2 2.2 2r2 2'2 2[2 212 2.2 2;2 332 3 2 2'2 332 312 2 2 3 2 3;2 2,2 3;2 ABM 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR _T .. _.. ._�-_.I___..,i._. _.. I _ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1.1 232 1;t 212 212 2 2 2;2 212 212 2.2 2j2 2 2 3'2 3;2 2 2 3;2 3j2 2 2 3 2 3`2 2 2 3:2 ARE 1"LESS. PSF 68 77 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 5. DESIGN PRESSURE LIMITATIONS: .._.._.. ._..,. ,_....._. __ _.,._. .._._. E WITH A 32.ODD H,I,J,K,L 1 1 1!1 1 1 2'2 2 2 2.2 27 3 2 2 2 2 3,3 2 2 313 313 3 2 3:3 3 3 212 3;3 4;3 3 2 4 3 3 4 3 3:2 4'3 SIZE BLOCKS OF THE ADJACENT TARE BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A g,M ___._ .._ - ,__ - _...____.._r._. _�--�-- - --,-. -T-- - ----._ �... .._.,_. ....____ _T. __.- OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1;1 1 1 2.2 2!2 2 2 213 212 232 3.3 2':2 333 3 3 3;2 3,3 3 3 232 333 4;3 3r2 4`3 4:3 3 2 4;3 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE PSF 59 67 79 SIZE AND GLASS TYPE IS AVAILABLE. 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 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE -T -` -- 37.000 H,I,J,K,L 1 1 111 1 1 2 2 212 2'.2 2!3 2':2 2 3 3 3 2'2 3;3 333 3,3 4'3 3 3 3'2 3 3 413 312 433 4,4 3'2 4!3 REQUIREMENTS. 1 1 1 2 1 1 2 1 2 2 1 2. 2 1 2 2 1 2 2 1 2 2 1 2 A g M - -- T. _ _�_.. — 1 1 111 1 1 -2-F2 212 212 213 212 2;3 333 2;2 313 333 333 433 313 332 313 413 312 433 4:4 31.2 413 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_-? ?_ ?__?_._...?_ ._..-- -- _--_ --r--_.�..._.�_-- ------- -r----r_....-..._,._ . 40.000 H,I,J,K,L 111111 222€2222332':23333223!34133F34133T33;34;34'43434:34143;35'3 TABLE KEY: ABM 2 2 2 2 2 2 __2_r2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1,1 11112121 2s2 2 2 233 2 2 3113 3.3 2.2 3'3 43 3 3 4;3 3'3 3 3 4 3 4T4 3.`3 43 4:4 3;3 533 MAX.PSF PSF 49 79 56 79 79 (DP UMffED) 117 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 HEAD 3 _._ .. ._._._. _.._ ._. .__ _ _._ r ..____ r 44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 22 2 2 33 2 2 3;3 3'4 2!3 313 4;4 3T3 4,3 4T4 3':3 4'3 414 3 3 4•:3 44 3'3 514 JAMB ABOVE 3 3 2 2 2 2 2 2 2 2 2 2 . 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL 3 A,B,M -T- - -.--- r---T _. PRODUCT 2EVISBD 1 1 1 1 1111212 2 2 2 2 333 232 3 3 3,4 2;3 3,3 4?4 333 4':3 44 333 43 44 33 4'3 4;4 3!3 5'4 JAMB BELOW Fbxft PSF 45 74 51 74 79 79 MTG.RAL A u,ldmg CO& ceeprante N.I D•�8 I C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3Ei �4: 2 2 2 3 2 2 3 2 2 F �°' D9e - _ .... ..�_ .._._ 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2'2 212-31-3 2 2 3 3 3:413131313 4i4 4 4 3 3 4;4 4 4 4.3 5 4 4'4 -4-;3 5.4 FULL DP By 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 2 2 HEAD 2 mu-id`ProdwfABM - - ..1 '4 1 1 1 7 1 2 2 22 2 2 3 3 2.2 3;3 3 4 3 3 3,3 4,4 4;4 33 4;4 44 433 54 44 4'3 5;4 JANE ABOVE 212 ```� LYNIV PSF 41 67 46 67 76 79 MTG.RAIL ��pN C,D,E,F,G,J22 212 22 3 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB BELOW �:•_53.125 H,LJ,K,L 2'2 2 2 3 3 3'3 31 3 4 4 33 3 4'4 4:4 3 3 4'4 4 4 3'3 4 4 5'5 4 3 5:4 5 5 4 3 5 4 MTG-RAIL ; ; 2 2 3 2 Z 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FORNo.58705ABM -- --... _ - FULL DP 22 2 2 5 3 3'3 33 4 4 3'3 4114 4 4 3 3 44 4,4 33 4'4 5 4 4 3 5':4 5 4 4,3 5'4 - 0 1070N.VEN`NICeLOia4s°7s"E ANCHORAGE SPACING,STANDARD VIEW o�'•. sT TE O (941)460.16o9 RwW c CERT.OFAUTH.#29296 ALUM.SINGLE HUNG WINDOW,IMPACT JR O M17 G NO CHANGES TMS SHEET. eormmHToson s.arw,ee awe o..asw 'A.�LYTJry IMI P.E. w..�er O.aR Daae MTPojSTrtNMM. ® SHM NTS 9 d 11 4040-20 G FL P.E.#58705 F.K 7/18A73 J.J. 7/13477 ML RIO'IiSR�VFD . ... . . ... % .. % .. . . . . . . . . . . . . ... . . . . ... ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET ANCHORAGE NOTES: •• U ❑ U WINDOW HEIGHT MINUS SASH HEIGHT FROM T$ABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO UL TRACONS OR# 12 USCREWS INTO METAL 71 2 .211 33.754 39.298 44.839 50.362 55.925 2-1/4"ELCO SS4 CRETE-FLEX CHOR TYPEU U U ❑ U U 0 U U ❑ U U 0 U ❑NUU O Z m O Z—Z N O Z Z cli O ZrZmONZ —ZoON2 O 2- 2 3-#12 SCREWS OOZU� Z _ UlNOU CIFQ4HWEN UONQUU UUNUNU2 ANCHOR OSTIONS ARE BASED ON THE FOLLOW IING U U U WDTTY U DIMENSIONS: D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-181/2"MAX.FROM CORNERS 19.125 K,L 2.. 2 2 2 2 2 2 .2 2 2 2. 2 3 z 8 3 Z 8 3 3 3_ JAMBS-17 1/2"MAX.FROM TOP CORNERS RAIL 11 1/2"MAX.ABOVE THE MEETING ,Ell,J, 1• N 1 01 1 1 1 1 1 1 1 1 1. 1 -1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL �4. • �• •7 •1 2• 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS + • E�J I• h 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -ANCHORS NOT REQUIRED OBZo06 i ._.•. •... •• •• _. ._ _...._... __._..... _ -... _... ......_ __..... . .... ...... ._6 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. _.. ._--. .. ... __. ...._--_ _..13- . _.... __.-_..____._..__. _.---.----. ....... 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K.L. 1 1 ...1. 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 125/8'MIN.TO 36"MAX. PSF 1 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21. 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K,L 1 1 2 2 . 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 1"LESS. PSF 79 76 2 77 79 79 79 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2._1_.2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM _.._ _. ...-.... _. .. _... .._.... ... K,L 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSF 78 79 70 79 1 79 71 79 73 76 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN 48.000 D,E,FA 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS -.-.. ....... TYPE IS AVAILABLE. K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 8 8 5 8 7. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF'71 79 63 71 79 64 74 6s 77 69 69 TABLE 7.KEY: 53.125 D,TEF 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 SEE TABLE 3 FOR (DP LIMITED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. 11 U�1 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U F��P) m 0 Z Z m 0 Z Z �'?O Z Z �?O Z Z '"!O Z Z rl O Z Z �?O Z Z M Z Z WINDOW N Q N o O N Q N p N Q N O N Q N O N N O ' O N Q N O N Q N O O [V N O O HEAD 2 WIDTH 5 U O $ 8 ' CJ $ V O $ U 0 U O $ U O $ U V U U JAMB ABOVE 4 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3' 2 3 4 2 3 4 2 3 TABLE 8.KEY: rRODucrrsEVlsEa os c Plying with tha Florida 37.000 79 MAX.PSF m ilding Code 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 nceePtn¢op No 1 - a (DP LIMITED) 112 40.000 74 JAMB BELOW 2 ey 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 MTG RAIL Mi Dade Y od�el 88 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 FULL DP '�O' 48.000 83 72 79 JANE BELOW 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 MTG.RAIL _=*: NO.58705 73 58 66 72 SEE TABLE 3 FOR 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 FULL DP 1070 TECHNOLOGY OWE N.VENICE,FL 34275 ANCHORAGE SPACING CUSTOM VIEW ;��5•'•:`:�0RIDP,.•'G\?�;� lea,148o-,soo .." 570...... w V' a.1CERT.OFAUTH.#2.nz88 ALUM.SINGLE HUNG WINDOW,IMPACT 16111 LLt'P'\E. i JR 0&DRH7 G NO CJWJGE37HlS SHEET. CCPrn1:NTom,"/ LYNN MILK,P.E. Or.+.7 —7 —J. ar: PGTWWSIpFb.WG • �{7qp NTS 10 s 11 4040.20 G FL P.E.#58705 F.K. 7/28M5 J.J. 2/23'07 uL n�c�m�mso � • • w•• • • • 4040• 4040 4040 • • • 4040 4040 • • • • • • • • • • • • • • 4040• • • • • • 4040• • • • • 4040• NOTES: 1-3/4"MI EDGE a EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY • • ALL HEAD AND SILL DETAILS WOOD ANCHOR APPROVED 1/4"ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM • •(LILTFiACON ANCyOF1)1• •• • • ( ) (SEE NOTE 2&3) • • �-1/�'MjN.I�GE• • • CRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4"FOR ULTRACONS INTO CONC.,2-1/2"E.D.FOR • • • •"`Y` ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. a •CMETEFLEX MICMOR)40 • •(S665{{I NOTE 1&3). 2x WOOD BUCK _ ( SEE NOTE 3 1"MIN.EDGE 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5), 9940 • 940 •• • 1 ( ) 3.35 KSI MIN. _L 1!4"SS4 CRETE-FLEX FOR DETAILS B&DOR 0.131"Qf x 2-1/2'COMMON NAILS(F1667 NL CM CONCRETE S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE I,STYLE 10—FIN MOUNTED �• ?' 1314-MIN. ONLY(SEE DETAILS E.F AND G THIS SHEET) •• • 40 • ••';•9• �.�; 1 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE • •OF%TIO►IA41x• o MIN. TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • •MSO1PBUtK • _L INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE :s4 IVT43):• Eff 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 40• • • • 40 1/4• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX. 1/4 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM Mme' 6063-T5 AND A MINIMUM OF 1/8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL A DETAIL B SHIM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-314"MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 1-1/4'MIN.EDGE(CMU) X INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN 2.1/2•MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLE 1-314'MIN.EDGE(GONG.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1/4"MAX.SHIM I-— 1 3/8• 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. MIN. 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. ME 1/4"MAX.SHIM LL{��--- 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO —T CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, O 1"MIN..EDGE FLORIDA BUILDING CODE. FH BELOW MEETING RAIL.(SEE NOTE 2) WOOD ANCHOR, FH BELOW MEETING 3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2) OR 1.5 KSI MIN.CMU INTERIOR (ALL JAMB DETAILS) q1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR GIII SUBSTRATE(SEE NOTE 3) R DETAIL C I DETAIL D v YPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE 2-112"EMBEDMENT MAX' 1/4" SHIM WOOD FRAME MAX' 2F2-1/2"EMI ME _SHIM 0 518"MIN.EDGE PRODUCT REVISED .131"DIA.MIN. m complying with"Florida x 2 1/2"NAIL, Aaildins No 1 —O 0.08 EDMENT AT CORNERS.131"DIA.MIN. AND 5"O.C. b gritatwaDatex 2 1/2"NAIL, WOOD FRAMEgyx CORNERS Mire•�% l AND 5"O.C. EDGE71T 131"DIA.MIN. O ��` pNY,.,NIV 114" x 2 1/2"NAIL, �� MAX. AT CORNERS 1� t • 0CENSF SHIM AND 5"O.C. 2-112"EMBEDMENT Q-:• '.tl`� DETAIL G,(SILL) =*:. No.58705 *; DETAIL F,(HEAD) DETAIL E,(JAMB) TYPICAL INTEGRAL FIN ANCHORAGE - • ;Q�'... STA E OF ,07NTECHNOLOGY VENICE, DRIVE ANCHORAGE DETAILS ',FS+ ''��ORIDP,.•' �t'; N.VENICE,FL 3{276 (941)480-,600 nr '%1,ONAL EN�`��` e,. LLYRSMbrr• CERT.OFAIITH.#29298 ALUM-SINGLE HUNG WINDOW,IMPACT '7rlr 1,��` JR OSM17 G REVISED vo MATCH NEW2017 FBC ANCHORAGE. cowaawre�mr a.,,asaa.r srs a.,c as.eaw n..- A.LYNI�MIt�I P.E. _ q: 0•� NTS 11 - 11 4040.20 G FL P.E.#58705 F.K. 91IM5 J.J. 7/2397 ,ui awnrs rasn�n MIAMI-DADERM •"•• • rrAr1l-�4pgeouzvT�t..... PRODDETCONTROL SECTION •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11125 JW 26�tree5 gaom 20§...• BOARD AND CODE ADMINISTRATION DIVISION T(786) �M-X590 F(786)3t5-2599 NOTICE OF ACCEPTANCE (N" iia►nidada;x(econon '•••; ES Windows,LLC ••••• 666*" ••••• Y • 10653 NE Quaybiidge Ct. 69:09: •'••• Miami,FL 33138 •• •• too*0• • SCOPE: •••••• • This NOA is being issued tinder the applicable rules and regulations governing tha use oV olAtruction materials. The documentation submitted has been reviewed and accepted by Miaw�t-Bade Cont tyRER« •• Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(Al-1j). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHS may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the e DESCRIPTION Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT:Drawing No.M04-04,titled"Aluminum Tube Mullions", sheets 1 through 9 of 9,dated 04/26/04,with revision G dated 07/14/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact 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 and renews NOA#12-0308.37 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. /z '�'` NOA No.14-0731.06 MIAMI DARE UN i7% ' � '�� Expiration Date: September 16,2019 NNWApproval Date: Septeniber 18,2014 Page 1 F ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMUTPID •" 0000" ...... . .. ...... A. DRAWINGS ••••�• .... :... . . L Manufacturer's die drawings and sections. .... .... ..... (Submitted under NOA No. 04-0712.01) 0000" �'••• 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", fie1j•1 througj 9 of ��•,�• dated 04/26/04, with revision G dated 07/14/14, prepared by.Al-'FSrooq icozwrationp..:. signed and sealed by Javad Ahmad,P.E. 004,99 • . .. . . ...... B. TESTS •� • 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"D-A"fixed window, Grade 10,Level LV 1 per ASTM F 588-04, Side-Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL=3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan,P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comnlyffiv with FBC-2014 dated 09/01/09 and updated on 07/10/14 to comply wit FBC 5 Edition (2014),) prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, .P.E. (Srrbrnitted partially under•NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. Maez,P.E. Produet Co trot xaminer NOA -0731..06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0000 ` 0000 F. STATEMENTS 0000.. •••• •••• • 1. Statement letter of conformance, complying with the FBC - 5"Wition (2444), and 0000. of no financial interest, dated July 10, 2014, issued by A1-Farea4'CorporVtan-gigne 0000 and sealed by Javad Ahmad,P.E. •00• 00000•••••• • 2. Laboratoiy compliance letter for Test Reports No. FTL-3810,daVd 05/j6'03;-VM •••' 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued{)5'F'enestratiou Testing••; • Laboratory, Inc.,all signed and sealed by Joseph C. Chan,P.E. • (Submitted under NOA No. 04-0712.01) • G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions—L.M.I., approved on 05/31/12 and expiring on 09/16/14. s t Manuel Poer�� . �-' Product Control Examiner NOA No. 14.01131.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-2 4.V4 lo, jial z v 1% o zz ISI N I a -r-rlT �i c.= 1 I I.III Rimj lilt lt 1 3.000 t'S ---- t9 ii• TYPICAL d •j F I JV I. ic�q+ GLAZING PRODUCT OPS.O - - I 11 i 11 11 tet 1 1 ::J—A � 0 IL.3 ata9 4.000 n � TYPICAL 1.000 ��(I(•OWINDOW FRAME M 13� G I n 0 ryIn IL U' 5.000 zs---� --� Q W el 6.000 t I 3.000 4.000 I' F ZI r TUBULAR SHAPES :p li e 1.MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. I F^-2.000-•--�1 ALLOY= 6063-T6 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED �-T lj t*m n IMPACT AND NON-IMPACT RESISTANT PRODUCTS. �- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS •:m A II > „ RECTANGULAR ALUMINUM TUBE MULLIONS vi a USING MULLION PROPERTIES ONLY HORIZONTAL OR VERTICAL !0 C.4 M SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING f p M N NOTES' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �S Z c REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(FLVHZ). Q, N ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE J M r APPUCA13LE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED*ENTRY RESISTANCE, SAFEGUARDS ETC. - --� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Iii i ANCHORS SHALL BE AS LISTED,SPACED AS S14OWN ON DETAILS,EMBEDMENT INigiol�.� TO BASE MATERIAL SWILL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS $I r�o ARE NOT PART OF THIS APPROVAL. O NI E�m oIo A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CIi MATERIALS INCLUDING BUT NOT UMITEO TO STEEL/METAL SCREWS,THATm�2?j�j ,; COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUREMENTS OF THE FLORIDA BLDG.CODE. V• • • • • c dl„tnI I$$ INSTRUCTIONS: • •• ••• • • • • • • • ••• ory USE CHARTS AND GRAPHS AS FOLLOWS. • • •• • • • • • i'=�o.1 l 01! STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ••• • • • • • • • • �� FOR PARTICULAR OPENING. ••• •• • • • •• STEP 2 USE MkAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. grc EnJAVAD SMAD PRODUCT RFVISED •mit r II 1 STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CmL: as complying with the PWda APPROVAL. IIA PE p/'71592 •13�ilJing jlldc i d�i s USING CHARTS ON SHEET 3 SELECT MULUON SIZE WITH • �N' � .! •Accr nce STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ts8 'ronIc 'i•♦ c I;$ IU4 21. 114 • • IN STEP I ABOVE. •.r • !: • • �J�9 J USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS •`• Aft• Lau Pr k • • STEPS ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING /'p • drowing no. MORE THAN THE DESIGN LOADS SPECIFIED 91 STEP 1 ABOVE. �; J `— : M04-04 I Isheei 7 0T gf 000 • • • • • • • • • • 1.000 .125 .323 1.000 r �.2.000 �.125 2.000-y�.250 I I ql ,.ODD `---- -J!d 2.000 i •;o I.ODO 1`- .125 .338 �--E.125 O IZ I� F ,25 .125 .125 4.000 4.000 3.000 a i 3.000 .125 Qi o I 6.000 6.000 V Q Mt- I Ll I Lu .338 .323 5.000 .125 .125 .250 0 IL Q Q Ix = 1.466 IN\4 IX 2.975 IN\4 0 IX = .950 N\4 IX - 2.037 IN\4 SX = .977 IN\3 SX 1.487 IN\3 Sx - .634 IN\3 SX = 1.018 IN 3 a LLzN= I 1 X 3 .1 X 4 1 X 3 1 X 4 J� jI I STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION 4612 v 6063-T6 6063-T6 6063-T6 6063-T6 �--"` �2.000� Ix 5.204 I14\4 IX = 8.276 IN\4 IX 15.203 IN\4 -r.125 Sx 2.082 w\3 Sx = 2.758 IN\3 Sx = 5.068 IN\3 i N 2 X 5 2 X 6 2 X 6 0� n 2.000-y i-J "t v� -1.125 STD. MULLION STD. MUTON HEAVY MULLION 6063-T6 6063-16 6063-T6 7 f Ism .125 .720 1.690 i ED 7 J 4.000 m I 4i �f0 n 3.000 .125 !I-13 N';2 n .156 TYP. 13 r- r7 r f�32EL-� .125 2'750 3.250 _ i-i ��-'R J O 2.000 1.405 Q!W 14 Ix = 1.467 N\4 S 1.48 II\ J Sx = .978 IN\S SX - 1.488 N\3 2 X 32 X 4 �3.750� I i � I� STD. MULLION STD, MULLION 4.500 -! �l �N'� 6063-T6 6063-T6 NOTCH NOTCH I OPTIONAL 1/2 OPTIONAL ° E!`m'�;�i-' TYP. 1/2.. NP, .125 I 2.ODO Ed- MIN.EDGE 01ST. Ed Ed = MIN. EDGE 01ST. a 1/2.FOR 1/4'qA.ANCHORS 1/2'FOR 1/4'OMlANWRM • • o • Si 8',j$!�j� 5/8"FOR 5/16'DIA.ANCHORS 5/8.FOR 5/1S'DIA.ANCHORS • • • • Er •• o °j 'Nim MULLION CLIP %c YIaLIOY CLIP • • • • °ti�o�o" • ••• • v °'''oIw s:o 6063-T6 6963.96 • • • • • ��I�-.._ 2.000-=I • •• �- -� Eng,.JAVAO AHMAD PRODUCT'RRVIS6O ,aa 1 I ii CIVIL m mmplyiinng with the Florida - o Ed. •VN', 8 l7Vilolaq Ac TI9 O • II b I. n.f UL 2�,201� kDj* � �Ed-MIN.EDGE DIST.1/2'FOR 1/4'DIA.ANCHORS • f• iC ••• dr0win 5/8'FOR 5/16'DIA.ANCHORS ANGLE CLIP j`, . �' M04-04 6063-TS sheet 2 of 9 • •• •• • • • •• •• ••• • • • ••• • DESIGN LOAD CAPACITY-PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSY(TUBE MULLIONS) -DESIGN LOAD.CAPACITY - PSF. (TUBE MULLIONS) Oi ; 1 X 3 1 X 4 1 X 3 1 X 4 _ 1 X 3 1 X 4 111 Imo! WINDOW DIMS. CUSTOM CUSTOM - WINDOW DIMS. CUSTOM CUSTOM - - WjNDOST DIMS. CUST011 CUSTOM IX3. 1 X 4 2X3 2X4 2X5.,2X8 2X8 1 X 3 1.X4 2X3 2 X 4' 2 X 5 2-X6 2X6 1X-3 IX4. 2 X 3 2 X 4 2 X 5 2 X 8 2 X 6 -0 WIDTH(W)MULL,SPAN STD. STD.. STD. STD. STD.- STD. HEAVY -WIDTH(W)MULL.SPAN-STD. STD. STD. .STD. STD. STD. HEAVY VADTH(W) MULL.SPAN STD. .STD. STD.. ' STD. STD. STD. - HEAVY 0 �:j _ 19-1/8' 150.0 150.0 150.0- 150.0 150.0 150.0 150.0 19-1/8' - 74.6 140.9 115.L 150.0 150.0 150.0 150.0 19-1/8" '37.9 27.3 ' 55.3 96.7 146.1 150.0 0 .. ...._ -_-...... e 26-1/2' 150.0 150.0 150,0 150.0 150.0 150.0 150.0 26-1/2' 53.8101.7' 83.1 148.6 150.0 750.0 150.0 26-1/2" - 27.J - •39.9 69.8 105.5 150.0 F. 30' 150.0 150.0 .150.0 750.0 150.0 150.0 150.0 30' 47.5 '8918 73.4' 131.3 150.0 150.0 150.0 30" - 24.1 - 35.3 .61.7 93.2 _150.0 37' "150.0 150.0 150.0 150.0 150.0 150.0 150.0 37" 38.5 72.8 59.5' 106.4' 148.9 150.0 150.0 37" - - - 26.6 50.0 75.5 138.8 a 42' 149.8 150.0 150.0 150.0 150.0 150.0. '.150.0 42" 33.9 64.2 52.4- 93.8 731.2 150.0 150.0 42" - - - 25.2 44.1 66.5 122.3 _.-_ ._._. 4 48" 8-3 8 130.9 150.0 150.0 150.0 150.0 150.0 150.0 '4B" 74-1/4" 29.7 56.1. _45:9 92.1 114.8 150.0 150.0 48" 120' -, - 22.0 38.5 58.2 107.0 F n 54' 116.3 150.0 150.0 150.0 150.0 150.0 150.0 54' 26.4 49.9 40.8 72.9 -102.1 135.2 150.0 54" - - - - 34.3 51.8 95.1 60' 104.7 150.0 150.0 150.0 150.0 150.0 150.0 60" 23.8 44.9 38.7 65:6 91.8 121.7 150.0 60" - - - - 30.8 46.6 85.6 68" 95.2 550:0 146.8 150.0 150.0. 150.0 150.0 66' 21.6 40.8 . 33.4 59.7 83.5 110.6 150.0 66" - - - 28.0 42.3 77.8 Q p _8 .._5_._._ _..._.._.". ". 72" 87.3 140.1 134.6 150.0 150.0 150.0 150.0 72" - 37.4 30.6 .54,7 76.5 101.4 150.0 72" - - - - 25.7 36.8 71.3 �d W 19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 159.0 19-1/8" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19-1/8" - 285 20:5 41.6 72.7. 115.6 '50.0 Q li Ii` 26-1/2" 136.2 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 37.2 79.4 57.4 116.1 150.0 150.0 150.0 26-1/2' - 20.5 - 30.0 52.5 83.4 150.0 I�Z N ....-"._-- __-. _" ._...._." 30" 120.3 150.0 150.0 150.0 150.0 150.0 150.0 30' 32.8 70.1 50.7 102.6 143.5 150.0 150.0 30" - - - 26.5 46.3 73.7 135.4 Z - ZO -37'_ 97.6 150.0 150.0 150.0 150.0 150.0 .150.0 37" - 26.6 56.9" 41.1 83.2 116.4 150.0 150.0 37" - - - 21.5 37.6 59.7 .109.8 42". 85.9 138.0 1 132.6 .15OZ 150.0 150.0 150.0 42" 23.4 50.1 36.2 73.3 102.5 135.8 150.0 42" - - - - _33.1 52.6 96.7 --1 48" 50-5/8" 75.2 120.8 1 116.0 150.0 150.0 150.0 150.0. 48" 84" 20.5 43.9 31.7 64.1 89.7 718.8 150.0 48" 132' - = 29-0 .46.1 84.6 F 54 .66.8_b147.2 103.1.' 150.0 150.0 150.0 150.0 54" - 39.0' 28.2 57.0 79.7 105.6 150.0 54' - - - 25.7 40.9 75.2 60" 60.2 92.8 141.2 150.0 150.0 150.0 . 60 - 35.1 25.3 51.3 71.8 95.1 150-0 60" - - - - 23.2 36.8 67.7 Z 66" 54.7.. 81.4 128.4 150.0 150.0 150.0 66' - 31.9 .23.0 46.6 65.2 86.4 150.0 66" - - - - 21.1 33.5 61.6 • 72". 50.1 ' 77.3 117.7 150.0 150.0 150.0 72" - 29.2 21:1 42.7 59.8 79.2 145.6 72" - - - - - 30.7 56.1 !J I n 19-1/8"' 143.8 150.0 150.0 . 150.0 150.0 150.0 19-1/8' 34.5 74.0 53.3 .106,1 150.0 150.0 150.0 19-1/8" E21 9 '32.0 56.0 89.0 150.0 ! Q . .. ...._ _ _.... -.. _.._ -.8.0 03 26-1/2" 103.8 150.0 ,150:0 150.0 150.0 150.0, 26-1/2' 24.9 53.4. 38-4 78.0 124.4 150.0 150.0 26-1/2" - 23.1 40.4 84.3 118.0 30' 91.7 141.4 150.0 150.0 150.0 150.0 30' 22.0 47.2 34.0 68.9 109.9 145.6 150.0 30" - 20.4 35.7 56.8 104.3' I ED I.i 37' 74.3' 119.3 114.7 150.0 150.0 150.0 150.0 37" - 38.2 ,27.5 .55.9 89.1 118.0 150.0 37" 26.9 46.0 84.542' 65.5 105.1 101.0 150.0 150.0 150.0 150.0 42" - 33.7 24.3 49.2 78.5 104.0 150.0 42" - - Z5.5 40.5 74.5 0n48' 58" 57.3 92.0 .88.4 134.5 150.0 150.0 150.0 -48" 96" 29.5 21.2 43.1 6IIJ 91.0 150.0 48" 144' - - 22.3 35.5 65.2 i Z 54' 50.9 81.8 78.6 119.5 150.0 150.0 150.0 54" - 26.2 - 38.3 61.0 80.9 148.6 54" - - - 31.5 57-9 _.._..._... 7.._ g 3z n 80' 45.8 73.6 70.7 107.6 150.0 150.0 150.0 60' - 23.6 - 34.4 54.9 72.8 1317 60" - - - _ - 28.4 52.1 J! _ .._ .. -..__..,__ p 66' 41.7 66.9 64.3 97.8 136.8 150.0 150.0 66" - 21.4 - 31.3 49.9 66.2 121.6 66" - - - - - 25.8 47.4 Q < 72" 38.2 61.3 58.9 89.8 125.4 150.0 150.0 72" - - - 28.7 45.8 60.7 111.5 72" - - - - - 23.6 43.4 I W If)5 �- �_-. 19-1/8' 121.9 150.0 150.0 150.0. 150.0 150.0 150.0 19-7/8" 24.2 51.9 37.4 75.8 132.7 150.0 150.0 ARCHES TO BE INSCRIBED rHORIZONTAL MULLION 26-1/2" 88.0 141.2 135.7 150.0 150.0 150.0 150.0 26-1/2" - 37.5 27.0 54.8 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE 30' 77.7 F69.3 119.9 150.0 150.0 150.0 150.0 30' - 33.1 23.9 48.4 84.6 115.0 150.0 1 37" 63.0 97.2 147.9 150.0 150.0 150.0 37" - 26.9 - 39.2 -68.6 93.3 150.0 %GLAZING I ' C 42' 55.5 85.6 130.3 150.0 . 150.0 150.0 42" - 23.7 - 34.6 60.4 82.2 550.0 VERTICAL �� PRODUCT ``�� '� I .. _48' 63' 48.6 74.9 114.0 150.0 150.0 150.0 48' 108' - 20.7 30.2 52.9 71.9 132.1 -MULLION 054" 43.2 66.6 101.3 141.8 150.0 150.0 54' - - 26.9 47.0 63.9 117.4 z �60" 36.8 59.9 91.2 127.6 150.0 150.0 60' - - - 24.2 '42.3 575 1057 GLAZING GLAZING 0z �!PRODUCT PRODUCT L alb66" 35.3 54.5 82.9 116.0 150.0 150.0 66' - - - 22.0 38.5 52.3 96.1 a z _.__- GLAZING GLAZING 72" 32.4 52.0 49.9 76.0 106.3 1 140.8 150.0 11 72" - - - 20.2 1 35.3 47.9 88.1 PRODUCT PRODUCT T ii .n olSi�3 • •• • • • ce�iri ALL LOADS.ARE EXT.(+)/INT.(-). •• • • • m, •II�� NOTE: wl' w2 • .�: . L'MLLNt SPAN__ MULLIONS RATED.IN THESE CHARTS MAY BE ORIENTED •.• •• •• ••• .• • ^-' VERTICALLY OR HORIZONTALLY. 9 o (INTERPOLATION BETWEEN WIDTHS ALLOWED) En r"JAVAD AH"AD PRODUCTRBVLSM- II TYPICAL MULLION ARRANGEMENTS CML Nu con1pl14ng With lh6 FW& Fb4.PE92 Ttultding Code i o 'It _ IN! + w2 • CdLN. AcllpLel-AI -14 !) (• I!ti i k f WIDTH (W) ! . . -- Ir�gfrmldhDAk %A/9• `'!- (! +! .. ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 2__"� JUL.214 � • • .J� 4 5° AND 6° TUBE MULLIONS. •. +•�,•i >Y'mi �e oducl CdM� ••• 'd__ no .ANCHORS TYPE 'A', '8', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS M04-04 j heel 3 of 9 i • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 -DESIGN LOAD CAPACITY - PSF DESIGN ]LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE � � ANCHORS TYPE. ANCHORS TYPE 1 �u '� WIDTH.(W)MULL,SPAN, A B.' C D E F. _ G WIDTH(W) MULL SPAN, A B C. D E _ F G WIDTH.(tY)MULL SPAN A. B. _C -D E F G f9-1/8" 150.0 150.0 150.0 - 150.0. 150,0 150.0 150.0 19-1/8" 101.0150.0'. 139.5 150.0 - 150.0 120.6 150.0 19-1/8' - ,62.5 125.0 86.3 150.0 150.0 74.6 149.2 Z '�I 26-1/2" 141.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 72.9 145.8 100.7 150.6 150.0 87.0 . 150.0 26-1/2" 45.1 90.2 _ 82.3 124.5 150.0 53-8 107.7 I0, 30" 124.6 150_0 150.0 150.0 150.0 148.7 150.0 30" '64.412 8.8 89.0 150.0' 150.0 76.9 150.0 30" 39.8 79.7 55.0 110A 137.6 47.6 95.1 3: W n 37" 401.0 150.0 139.6 150.0 150.0 .120.6' 150.0 37' 52.2 104.4 72.1- 144.1 150.0 62.3 124,6 37' 32.3 64.6_ 44.6 89.2 111:6 38.6 77.1 X31 42" 89.0 150.0 122.9 150-0 150-0-' 106.2 150.0 42' 46,0 92.6 63.5 . 127,0 .150.0 54.9 109.8 42' 28.5 56.9 39.3 78.6- 98.3. 34.0 67.9 48" 38-3/8' 77.9 .150.0 107.6 150.0 150.0 92.9 150.0 48"�� 74-1/4" 40.2 80.5-. 55.6 111.1 139.0 48.0 96:1 48' 120" 24.9 49.8�- 34.4 � 68.8 86.0 29.7 59.4 �O xxi 54" 69,2 138.4 95.6 150.0 150.0 82.6 150.0 54" 35.8 71.5 49.4 98.8 123.5 42.7 85.4 54" 22.1 44.3 30.6 61.1 76.4 26.4 52.8 60" 62.3 124.6 86.1 150.0. 150.0 74.3 148.7 60" 32.2 64.4 44.5 88.9 111.2 38.4 78.9 60" - 39.8 27.5 55.0 68.8 23.8 47.6. 0 11 66" 56.6 113.3 78-2 150.0 150.0 67.6 135.2 66" 29,3 58.5 40.4 80.8 101.1 34.9 69.9 66" - 36.2 25.0 50.0 62.5 21.6 43.2 72"- 51.9 103.8 71.7 143.3 150,0 62.0 123.9 72" 26.8 53.7 37.1 74.1 92.7 32.0 64.0 72' 33.2 22.9 45.8 57.3 - 39.6 C Q O 19-1/8" 148.1 .150.0. 150,0 150.0 150.0 150.0 150.0 .19-1/8" 89.3 150.0 .123.3 150.0 150.0 106.6 150.0 �19-1/8" � 56.8 113.6. 78.5 150.0 1.50.0 67.6 135.6 �13 26-1/2' 106.9 150.0 147.7 150.0 -150.0 127.6 150.0 26-1/2" 64.4 128.9 89,0. 150.0 150.0 76-9 150.0 26-1/2" 41.0 82.0 56.6 113.2 141.6 48.9 97.9 41t LL 6E' 30" 94.4 150.0 130.5 150.0 150.0 112.7 150.0 30" 56.9 113.8 78.6 150.0 150.0 67.9 135.9 30" 36.2 72.4 50.0 100.0 125.1 43.2 86.5 LL 2:In S 37" 76.6 150.0- 105.8. 150.0 150.0 91.4 150.0 37" 46.1 92.3' 63.8 127.4 150.0 55.1 110.2 '37' 29.4 58.7 40.6 61.1 101.4 35.1 70.1 .a W f 42" 87.5 .134.9 93.2 150.0 150.0 80.5 150.0 42" '40.7 81.3 56.2 112.2 140.4 48.5 97.0 42" 25.9 51.7 35.7 71.4 89.4 30-9 61.8 48"• 50-5/8' 59.0 118.0 815 150.0 150.0 70.4 140.9 48: 84' 35.6 71.1 49.1 98.2 122.9 42.5 84.9 48" 132" 22.6 45.3 . 31.3 62.5 .78.2 27.0 54.0 -? -= 54' r472 104.9 72.5 144.9 150.0 62.6 . 125.2 54' 31.5 63.2 43.7 87.3 109.2 37.7 .75.5 54' 20.1 . 40-2 27-8 55.6 69.5 24.0 48.0 60' 94.4 65.2- 130.4 150.0 56.4 112.7 60" 28.5 56.9 39.3 78.6 98-3 . J4.0 67.9 60' - 38.2 25-0 50.0 62.5 21.6 43.266' 85.9 59.3 118.5 -148.3 51.2 1025 66" -25.9 51.7 35.7 71.4 89.4 30.9 61.8 66' - 32:9 22.7 45.5 56.9 - 39.3 Z:72" 78.7 54.4 108.6 .135.9 47.0 93.9 72' 23.7 47.4 32.8 65.5 81.9 28.3 56.6 72" - 30.2 _ 20.8 41.7 521 - 36.0' -I 19-1/8" 129.3 150.0. 150.0 150.0 150.0 150.0 150.0 19-1/8" 78.1 :150.0- 107.9 150.0 150.0 9J.2 150.0 14-1/8' 52.1 _104.2 71.9 143.8 150.0 62.2 124.3 'J � .__-.-_......_. _ ._._..._ -._... _ _ 26-1/2" 93.3 ,.1,50.0 128.9 150.0 .150.0 111.4, 150.0 26-1/2' 56,4 112.8 77.9 150.0 160.0 67.3 134.6 26-1/2' 37.6 75.2 51.9 103.8 129.8 44-9 89.7 i 'Q 150.0 98.4 150.0 JO' 49.8 99.6 68.8• 137.5 150.0 59.4 118.9 30" 33.2 66.4 45:9- 91.7 114.7 39.6 79.3 W 30" 82.4 150.0 113.9 150.0 6 I m 1 ._. _ _..... ._.._.____ I 37" 66.8 133.7 92.3 150.0 150.0 79.8 150.0 37" 40.4 80.8 55.8 111.5 1J9.5 48.2 96.4 ,37" 26.9 5J.8 37.2 74.3 93.0 32.1 64.3 to w _._.._ ___ ____ . -...... __.__.. _. ..__ __ I 42" 58.9 117.8 81.3 150.0' 1%0 70-3 140.5 42' 35.6 7I,1 49.1 98.2 122.9 42.5 84.9 42" - .23.7 47,4 32.8 65.5 81.9 28.3 56.6 ,1�- Q n __.._... -._.-_. ._..._....__... _ -.._ -.. _.._.. n 48" 58' 51.5 103.0 71.2 .142.2 150.0 61.5 123.0 48' g6' 31.1 62.3 43.0 85.9 107.5 37.2 74.3 48" 144' 20.8 41,5 2 __ 57.3 71.7 24.8_ 49.5 1�'0 f,M j ._. 76 0 _.....___._ 0 M r 54' 45.8 91.6 63:3� 126.4 150.0 54J 109.3 54'- 27.7 55.3 38.2 .76.4 95.6 . 33.0 66.0 54' - 36.9' 25.5 50:9 63.7 22.0 44._0 �I� n 1.2 - -- -- LV Z360' 41.2 ,82.4 56.9 113.8 142.3- 49.2 98.4 60" 24.9. 49.8 34,4 68.8 86.0 29.7 59.4 60' - 22.9 459 57-3 - 39.6 - t�__ _. 5:3 Z 66" 37.5 74.9 51.8 . 103.4 129.4 44.7 89.4 66' 22.6 45.3 31.3 62.5 78.2 27.0 54-0 66' - 20.8 .41.7 52.1 - 36.0_.72' 34.3 68.7 47.4 94.8 118.6 41.0. 82.0 72" 20-8 41.5 28.7 57.3 71.7 24.8 49.5 72" - - J8.2 47-8 - 33.0 Q N Q 1 19-1/8' 119.0 150.0 150.0 150,0 150.0 142.1 150.0 19-1/8" 69.4 138.9 95.9 150.6- 150.0 82.9 150.0 ANCHOR TYPES rHORIZONTAL MULLION -j W m 'w _._.. _ __.., 26-1/2' 85.9 - 150.0 118.7 150.0 150.0 102.5 150.0 26-1/2' 50.1 100.2 69...... ATHEAD/SILL/JAMBS-_.___ 30" 75.9 150.0 104.8 150.0 150.0 90.6 150.0 30" 44.3 88.5 61.2 -122.2 150.0 52.8 105.7 1 INSIDE RECTANGULAR SHAPE ..-.._.._. ..-_ _.........._. ANCHOR TYPES 37' 61.5 123.1 85.0 150.0 150.0 73.4 146.9 37" 35.9 71.8 49.6 99.1 124.0 42.8 85.7 AT JAM85 ONLY 42` 54.2 108.4 74.9 149.7 150.0 64.7 129.4 42' 31.6 63.2 43.7 87.3 109.2 ,37.7 75.5 ___..._.___ _. .._._ 48" 63' 47.4 94.9 65,5 - 131.0 150.0 56.6. 113,2 48" 108" 27.7 55.3 38.2 76.4 95.6 33.0 d587 i�'� PRODUCT ._...... __._.. _VERTICAL < c IyIj n 54` 42.2 84.3 58.2 116.4 145.6 50.3 100:6 54' 24.6 49.2 34A 67.9 84-9 29.4 MULl10N I,�lo ffi P 60' F14_1 75.9 52.4 104.8 131.0 45.3 90.6 60" 22.1 4{.3 30.6 61.1 76.4 26.4 -\ qI g o AN UliiS Jlk 66' 69.0 47.7 95.2 119.1 41.2 82.3 66' 20.1 40.2 27.8 55.6 69.5 24.0 GLAZING GLAZING. ?d ETA6 p y $ I PRODUCT PRODUCT 72" 63.2 43.7 87.J 109.2 37.7 -75.5 72" --- 36.9 25.5 50.9 63.7 22.0 GLAZING GLAZING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT_(-). •• ••• • • • • • a "I' • • • • � oo.N.mm�. " oIS•o S NOTE• W1 W2 • I f•MULLIOY SgAN �I • • ` ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER wcHOR, IP • • • • • • • • --, LOCATIONS AT HEAD, SILL OR JAMB ENDS. A B,c,o, ' 06* •• • • • •• '� ? AT HEAD/satparos FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. Eng,:JAVAD NOMAD lorida �} (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL MULLION ARRANGEMENTS VRODUC'f KHVISED CML as complying with the F .. PE ;a2 Id"It Lode I I - ' - - - W1 + W2 I_ N 75 A c 1®,ce7,a -� • WIDTH (W) _ • _ 111 I. .. ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 1'R� qft { $sJl M ll IUL•2 I • c. :.._:� 4",' S" AND 6" TUBE MULLIONS. ;111,14 • ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE ` • drawing TO ALL TUBE MULLIONS. I ANCHORS f/ M04-04 sheet 4of g� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4"DIA:ULTRACONS 1/4"DIA.'ULTRACONS 1/4"DIA.ULTRACONS '1/4"DIA. ULTRACONS o' 1�-- Ed. �{ 2 PER CUP(1 ON EACH WING). 1 PER ANGLE Ed 2 1/4"MIN. 4 PER CLIP (2 ON EACH WING) 2 PER ANCIE L---.Jlal I I TYP. • 1 I I •3"MIN ,� .j `r,1 11to j J.; i IN �/j � � �1— ,I I� a �'• � r ,��J—~ �+•�_� Q� L� II II ^� II 11 j II II ^1� 11 II U n II 11 D d \BY I1LJj FLOATING CUP - NG CLIPa1r"lit •I SNUG FIT INSIDE MULL II 11 2 X 2 X.I/B" 1 BY' / < I W0O0 BUCK 11 II -II 11 ALUM ANGLE I WOOD BUCK it Ij SNUG FlT INSIDE NULL jj II AlUM2ANCLE B" Q Q ' V J 114 SMS _____________ 1 (14 sus 0D 1 1 I 1 11 1 I 1 I 1-3 4 O.C. MIN. i 1-3/4;O.C.MIN. 1 I I I /" I 1 1 I 1 I / I I (� 2 PER ANGLE I 1 i I �— I 1 I 2 PER ANGLE I 1 J Z N #i I 1/4"DIA. ULTRACONS 1/4"OLA.ULTRACONS V) + 2 PER CUP(1 ON EACH WING) 1 PER ANGLE 1/4"DIA.ULTRACONS 1/4"DIA.ULTRACONS. z Ed. 1" MIN. PER CUP(2 ON EACH WING) 2 PER ANGLE fJ J V vl �J � _jm II .1 I j l II 1- i i m w ♦- vi¢rO -I CO n j 0 N n 2 WOOD BUCK ILJI FLOATING CLIP FLOATING CLIP I! II ILJI II II O I��I SNUG FR INSIDE MULL It II 2% 2 X 1/8" 2 BY Ir l SNUG FR INSIDE MULL Ib II 2 X 2 X 1/8" JI N N Y/0O0 ALUM ANGLE , - WOOD BUCK I� �I I"I II ALUM ANGLE a�W� �J.1 . I --------- I STRUCTURE j' 'j 114 SMS u u \ ------------- JI 114 SMS U U I 1 I I 1-3/4"O.C.MIN. 1 I 1 I I I 1-3/4"O.C.MIN. I I I - 1 I I 2 PER ANGLE I 1 I I I i t 2 PER ANGLE I I 1 �IyIy n C ANCHORS TYPE •B' `I o zo1 �Y • ••: : : • • • •• o of rv'wl«o'er • • • • • m ry d�o�K;ri I/4"DU.ULTRACONS BY'ELCO' • • •• • • • • • ,- ULTRACONS MAY BE.HEX OR FLAT HEAD •• .• • • • • ••• • Flu o w,..ju SUBSTRATE Ed. MIN.EDGE GIST. MIN.EMBEDMENT. •• ••• ••• ••• ••• X10 1 WOOD t'---------1 CONCRETE '2-1/2" 1 1-1/2" Eagr:,uvw ABIAAD' PRODUCT REVISED I 1 CIVIL u complying with the Florida J__.-__.J�_. 1.... _ PE 0112 Building Code I n r --- - WOOD - 28Y WOOD BUCKS OR WOOD STRUCTURE S.C. 0.5$MIN. �AN RcRptme e ALTERNATE - CONCRETE _,f'c 3000 PSI MIN. • • • �,itAliM D•aj ANCHOR LOCATION _ __ ,It1�-1 1` 014 I ALL CUPS AND.ANGLES TO FIT SNUG INTO TUBE MULLIONS. i • • 's• M d C�IUa�, • �� /F•• dfoWin no. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED� • • •' 9 WITH ALKALI-RESISTANT COATINGS,SUCH AS 81TUMINOUS PAINT OR I % ��..' M04-04 ANCHORS TYPEA WATER-WHITE METHACRYLATE lACOUER. ••• • • • •• •• 1/4"DIA:ULTRACONS 1/4'DIA.ULTRACONS 1/4"M.ULTRACONS '1'/4"DU.ULTRACONS .a y .Ed. 2 PER CUP(-I ON EACH WING) DIA1 PER ANGLE -- I Ed. --.4:PER CLIP(2 ON EACH WING) - 2-PER ANGLE I o 0. NP: o t '1 I I I. F• �.' .� i I' " i I L. .II .III � t _ •al! 4 a a!�: i T\�I • T �{ ! l�� II 11. �f .., , � tI I i I •II II 1 �41 � Ito jl 1� II II 1 1 �I jl 11• ^F n ILJ FLOATING CUP I II 11 1 ( LJ II II IY7(�7 IL-i SNUG FIT INSIDE MULL J/// I I 1 I 2%2% 1(8" 1 1 I I I I 2%2% 1/8- 11 8 O W~ 11 U U ALUM AN I 1 I U U ALUM ANGLE --------- �+ #14 SMS I I F---------------'I - �+ 1 I 0 a a a FLOATING CUP 1 I I I I-3/4"O.C. MIN. I 1 1 1 1 I 1 I 0 if h- I 1 I 1 2 PER ANGLE I I I I 1� I ,SNUG FR INSIDE MULL 1 I o0 I 1 I I I 1 I I 1 I 1 I Q ; Cj I I I I I I I I I 1 IX14 SMS 1 I LL Z tll g 1 I I I I I I I 1 I 1 I .4 PER ANGLE 1 I I I I I I 1 1 I 1 I I I I I I 1 1 I 1 I 1 I ZZ pJ � n Ed. I n Z zll� .... al ------------ mI J W a (0 II 1 rl I I I I I 1/2 0 "(2) op f-n N ...._...__._._...._..-__- I. L. _--_-__ _J I , Z Z 3 J ° T NJC.♦. ♦ "J"MIN: . ......... I I W In � I Q ♦ LOCATION OF SCREWS CONNECTING Ed. ANGLES TO TUBES CIA ULTRACONS �^ 2 PER CLIP(1 ON EACH WING) D �Io ANCHORS TYPE 'D' � �,- (c` APPLICABLE FOR 4- S" AND 6" TUBE MULLIONS ui i �a i 1 1 •• ••• 1 1 • • • • • • a ••• mai nli ,S;^ • o o,o 0 1 I • •: • • • • • 1 1 1/4"DIA. ULTRACONS BY'ELCO' • • • • • • 000 •• "`s 1 1 ULTRACONS*MAY BE HEX OR FLAT HEAD •• •• ••• • • • • • !��! 1� 1 1 SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMENT • •• m II.N II L_________J Ergr.JAYAO AHMAD PRODUCT REVISEDI• CONCRETE 2-1/2" 1-1/2" CML w conplying wilh tho Floric4 - F{A.Ph 70592 building Co do i CONCRETE _-f'c 3000 PSI MIN. •CA 4� ^jl NI At'lptancallo 4 i .. .I, i • I� I&:�, DAB • c 8 i�`'I.� of 0 Lu ALTERNATE ALL CLIPS AND ANGLES TO FN SNUG INTO NDE MULLIONS. • •f;it •• �' • • ANCHOR LOCATION • }' • mide uct • • drowiT ng no.T CLIPS OR ANGLES CONNECTED-DIRECTLY TO MASONRY TO BE PROTECTED �' 1, • r, • J WITH ALKAU-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR ' '%? 1- 110 • ; M04-04 ANCHORS TYPE 'C' WATER-WHITE METHACRYLATE LACQUER. I • • • • • • • 000 0 • • •• •• 5/16-DU,ULTRACONS 5/16'DIA.ULTRACONS s� Ed. 4 PER CUP(2 ON EACH WING) 2 PER ANCLE W I lr O 0 e �j Q?F�F n S I t jLJ `" 11 II r 11 II II 2 X 2 X 1/8" V 11 11 ALUM ANGLE Q&W M I .. -------------- � LFLOA71NG CLIP j"1 Lj Q�nO I 1 I I SNUG FIT INSIDE MULL I I #14 SMS i X g 0 I I I I 4 PER ANGLE I I Q w a! Cj I LLZ�� N ;� i0�,I< I I I I I W I JM I m Ld 1/2"(2) O 1 I 1 I O^M 1 o I. L_ ___________ _J 1 1 Z 1 Z e 3" i IE13zl'-� 17IfnN v Q J LOCATION OF SCREWS CONNECTING C ANGLES TO TUBES HH I 14 IA.i 1_o oily n«oa�o ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS Vii"lie te d��1a.4.n 5/16"DIA.ULTRACONS BY'ELCO' • • • • • • • • • 0 ULTRACONS MAY BE IBEX OR FIAT HEAD •• ••• •• • • • •• !� �^ SUBSTRATE Ed. =MIN: EDGE DIST. MIN. EMBEDMENT PRODUCTRBVLSED CONCRETE Y-1/2" 1-3/4" Engr:JACMLµN� I� ss contplyimg with tits rlmlda FLA,PE 70592 Building CodsIts is 14 i n CONCRETE f'e s 3000 PSI MIN. T t7dq, 't�-8 Owptan No , r` • • _17'x,• • • i�iL� L�JI�J V?.' • • •' •• ey I ed to cl It ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. 0 ( s • • • �drowin no.T CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED i; `, • • • I WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR (( / t • .WATER-WHITE METHACRYLATE IACOUER. �/ 't�. M04-04 _ Lshnet 7 Gff§ • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • ••• • 4.V -1/4"DIA ULTRACONS 1/4'DW ULTRACONS 1/4"DU.ULTRACONS t/4"DIA..ULTRACONS �;o Ed, 2 PER CUP(i ON EACH WING) 1 PER'ANGLE Ed. 2 1/4"MIN. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE I TYP' O I% I II II iT 'FT I.. II II II II 1 it ! �II II C p V I L J I FLOATING CLIP 1 1 I I I L j! FLOATING CUP I I I I D t• I"'`I SNUG FIT INSIDE MULL II I I 2 X 2 X 1/B' I��1 SNUG FR INSIDE MULL II 11 2 X 2 X 1/B" O �mqg I I 11 I 11 ALUM ANGLE 11 11 11 11 ALUM ANGLE14 SMS 14 ISMS _________ I' iJ I-3 4 O.C.MN LI \ i I L iJ I-3 4 O.C.MIN. — I114 U 1 0 1 1 'L I / I I I I I I /" I I pair-- I I 2 PER ANGLE 1 I I I I I 2 PER ANGLE I I W K 2 V):I Z 1 10 i_I I a o J � v W I_j OD LJ 7 o M r Z Z3 J n f 32 L ----------- J Q Wj ALTERNATE ANCHOR LOCATION i I ' ANCHORS TYPE 'E' ANCHORS TYPE AT JAMBS ONLY i AT JAMBS ONLY . I •• ••• • • • • . •• c v; i 1/4'DIA. ULTRACONS BY'ELCO' •• • •• • • • • • ULTRACONS MAY-BE HEX OR FIAT HEAD • • • • • ••• • u oI I f SUBSTRATE Ed._ MIN; EDGE DIST. MIN. EMBEDMENT •• ••• •• ••• c MASONRY 2=1/2' 1-1/4" ~h I II Eng,JAVAD AHWD pR0DUL REVISED MASONRY = C-90 HOLLOW/FILLED BLOCK I'm = 2000 PSI MIN. CML us complying Wi01(he ••Flaft _ _ _______ • r' 56?R592 33$$ geLe�ancyNo1 • ALS AND ANGLES TO FITSNUG'INTO TUBE MULLIONS. •**10 111 n•` O�y C•xpir♦ilonjTnlo •t� j IO CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED •JT•1- LIY • • `_� WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR L I • N. .; idioms a Prod. • • WATER-WHITE METHACRYLATE LACQUER. - �; • I drawing no. • • • • • • • • • • .SEE'CHART FOR 0014 SES "TUBE MULLION ` JIa O 0� ---__--1�-__-____.i ANCHOR I NO. OF I yl CHART._!CREWS 7f I TYPE A II p QQ4 . #10 FH SMS TYPE 8.-__3 ^ 2/SIDEII -PEC 4- 2 7C n 1/8"THICK ALUM CHANN1 TYPE 0 _ 4__ LENGTH TO FIT SNI 1 TYPE E 4 I a INTO MULLITUBE MULLION Q>Q Q p ' TUBES MAY BE NOTCHED Q AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE I J7 V CAULK JOINT AFTER ASSEMBLY I V 114 FH SMS 1 1-I 2"O.C.MIN, ACCESS HOLE SEE Cr FOR QUANTITIES I - V) IF I J H 'I--_--_ ___ _ DT tv aj Li _NSTALIETHIS SCREW ERCANHER I I #10 FH SMS (I J 1 Q DIRECTION qr+ I 1 2 PER CLIP I I I Z Z I 1 1"O.C.MIN. II I-3/4"K 2"X 1/8"(FOR 2BY TUBE) C � 3/4"X 2"X 1/8"FOR(113YTUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE m� ��fd ANCHORS DETAIL #1 ! QIP€s METAL TO METAL CONNECTION - #14 SMS/TEKS SUBSTRATE lEd. = MIN. EDGE DIST.MIN.CL TO CL SPACING •• ••• • • c r'$of �� METAL 5/8" 1/2" • • • • ••• • • ••• h o'q.�!I ry�?'� • • •• • •. . • . Sia METAL = 1/8"MIN. THK.,STEEL Fy 36 KSI MIN. • •• • • • • ••• • �ci='$. 1/8"MIN.THK.ALUMINUM (6063-T5 MIN.) • • • • • • • • • WI4'� •• ••• •• • • • •• �l - _ � ._ _. •FN .�S'S•SB� �1�comWpiing 3 e wo ith the Florida CNding Eng,:JAVAD AHMAD PRODUCT REVISED CML [7J;(�• � .. ,�' .1 t`�1,2Uta i• !,• �T emJ roducC �A ••• ,drowinq no. A,;` M04-04 1 sheet g of j, • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADS MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 14805 F 26 Street,Mom 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)15.2590 F(IT6f 115-2599"•••- NOTICE OF ACCEPTANCE (NOA) ytYe�.miamidai!t/*",nomvy•• PGT Industries,Inc. •••••• . . • .... ...... 1070 Technology Drive ••••• North Venice,FL 34275 •••• ••••. SCOPE: • • ••..i• •••'• This NOA is being issued under the applicable rules and regulations governinf.the.use of construction materials. The documentation submitted has been reviewed and accepted by Mnaxni Ilade County RER;•••;• Product Control Section to be used in Miami Dade County and other areas where allge fed by Ike•Authority • Having Jurisdiction(AHJ). •• """ This NOA shall not be valid after the expiration date stated below. The Miami—Dade CotMtyProduct Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building coder This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"HR-710"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision H dated 03/24/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the 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#16-0714.13 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 Jorge M.Plasencia,P.E. MIAWDADE COUNTY NOA No. 17-0411.06 • Expiration Date: December 21,2021 jZ Zu I % Approval Date: August 31,2017 Page 1 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED poop . . . pose 000000 A. DRAWINGS •••••• • •• ••s••• 609.6. 1. Manufacturer's die drawings and sections. poop • poop �..... (Submitted under NOA's No. 07-0815.09 and 06-0405.06) *00000 p 00:0* ' 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, "&tact",sheets 1 .....• • poop through 11 of 11, dated 02/28/06,with revision H dated 03/24A1r7,-preparel*by poop.. manufacturer, signed and sealed by Anthony Lynn Miller,P.E:" • poop.. B. TESTS .. poop.. 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS=-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeT,'*' 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. (Submitted under previous NOA No. 16-0714.13) 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. 07-0815.09) 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 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) orge M.Plasencia,P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-1 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 peh VBC TAS'2A2-94 ... ;• 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,TZ!0 -94 ••;••• 6)Forced Entry Test,per FBC 2411.3.2.1, TAS W--94 ;•••�• • along with marked-up drawings and installation diagram of ar:K(�Vl aluminum •• horizontal sliding window,prepared by Fenestration Testing L'abordtory, k� Test ....:. Report No. FTL-4859, dated 03/08/06, signed and sealed by Adrrvui do L'drgaespada„• P.E. . . .. . (Submitted under NOA No. 06-0405.46) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complyin with FBC-51 Edition (2014) and FBC-61Edition (201'7), ated 03/31/17 and revise on 7, prepareci Dy manuTacturer, signea ana sealea y Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ' 1. No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers"dated 01/19/17,expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014),and FBC- 61h Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-4714.13) ge M.Plasencia,P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) • 5. Laboratory compliance letter for Test Report No. FTL-5330 4&ld by.�en�stration-' Testing Laboratory, Inc., dated 07/18/07, signed and sealed byEe4kus S.IMIKK P.E.....;. (Submitted under NOA No. 07-0815.09) 6966690 0 • 6. Laboratory compliance letter for Test Reports No. FTL-4858,vi> •FTL•4839,issued• by Fenestration Testing Laboratory, Inc., dated 03/08/06,.sgi fd and•sj.aled We: .. .. . . Edmundo Largaespada,P.E. 6969" ...... (Submitted under NOA No. 06-0405.06) ...... ...... G. OTHERS •'• • ' • 1. Notice of Acceptance No. 16-0714.13,issued to PGT Industries for their We.s • "HR-710"Aluminum Horizontal Rolling Window—L.M.I., approved on 09/01/16 and expiring on 12/21/21. r orge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-3 • ... .. .. . . . .. .. ... . . . . . . . . . : e so* : . . a gee GENERAL NOTES:;EJIES 10R+71tT T HORj'fOMrA ROLLER FLANGED AND INTEGRAL FIN WINDOW IMPACT RATING DESIGN PRESSURE RATING • • • .� .. LAROE&SMALL MISSILE VARIES PER OPTIONS, LA ZING OPTIONS:(SEE UW-rAILS Pj;SHEET )- • • a • IMPACT RESISTANT SEE SHEET 8 I LAMI CONSISTING OF(2)LITES OF 1 ANIELeFRWEED G9 WRYI A.090"PVB INTERLAYER16'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A.0917 PVB INTERLAYER. C.5/16"LAMI CONSISTING OF(2)UTES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. D.7/16"LAMI CONSISTING OFIA LIiEStOF 3416`AWVALF�C=LASS WITH A.090'PVB INTERLAYER. E.7/16"LAMI CONSISTING I 1 LI 3M6V NMEALEI GLA>,S$Aft(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A,0917 PVB INTERLAYER. F.7116"LAMI CONSISTING OF(24 LIE F�/1 H T•STRLMJGTH6NED GLASS WITH A.09(r PVB INTERLAYER PRODUCT REVISED G.13/16'LAMI IG:(1)LITE O /8"OR 3146'i1NM-MC51.)GLASS,-d'16'OR 31W AIR SPACE AND 5/16"LAMI as eonnplyin�with the Florida CONSISTING OF(2)LITE9OF 1/9 AANEA!ED GLAS6 WIWA 4VPVB INTERLAYER Bin ins Code H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3B"AIRSPACE AND 5116'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE NOA No 17-0411.06 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Expiration Date 12/21/2021 1.13/16"LAMI IG:(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,5/16'OR 3/8"AIR SPACE AND 5/16'LAMI CONSISTING OF 2 LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. Miam/ () Miami- aProduct Control J.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16'OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"PVB INTERLAYER K.13/16'LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4'AIR SPACE AND 716'LAMI 3/24/17:NEW LAYOUT.SHEET CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. REORGANIZATION.UPDATED L.13116'LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3MB"OR 1/4"AIR SPACE AND 7116"LAMI ANCHOR QUANTITY PER FOC 2017,CHANGED ANCHOR TYPES CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER. 2.CONFIGURATIONS:O_X XO,XOX g Y = 3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) 3 i 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. O C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. of ti `P° 0 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS_ p z r 5.SHUTTERS ARE NOT REQUIRED. O--j o S 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Z-8 7.REFERENCES:TEST REPORTS FTL-4858,FTLA859 AND F L-5330. U O d c a ELCO ULTRACON NOWS F z vN ANSUAF&PA NDS FOR WOOD CONSTRUCTION on axo ALUMINUM DESIGN MANUAL `r 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Z w LL 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. O TABLE 1: 1)WHERE SUBSTRATE taws Anchor Frame Min.Edge Min.O.C. Min CONDITIONS REQUIRE ® H v) t» Group Anchor Type Member Substrate Distance Distanoa 6nbedmentor ANCHORAGE FROM MORE p F Z Metal Thickness THAN ONE OF THE ANCHOR M O 2,Stee SMS(Or. Zout Prne SG=0.55) —91—e" 7/8" Z GROUPS ABOVE,CHOOSE THE a 0 "mss A (min.of 3 threads beyond All 6063 TS Alumimim 318' 9118' 118" ANCHOR GROUP OF THE o s o metal substrate) A30 Steel or Gr.33 Steel Stud 318' 9/18" 0.045 18 Go) LOWEST LETTER FOR ALL Jamb Hollow Block STM C90) 13/4" 6" 1-1/4" SUBSEQUENT TABLES IN THIS r"i O 1/4"Elco UtmL;Ofw Concrete min.285 kei 1" 4" 1314' APPROVAL. J¢ tWJ e NOA DRAWING MAP 0 ,y All Southern Pine SG=0.55 1" 1` 13/8' 1/47 410 SS EW CreteFl"® All Southern Pine SG=0.55) BE#2 TRIMFITHEAD Af ANCHORS MUST SHEET ```1I—;t C 1/4'410 SS Elra CreteFlex® Jamb Hollow Block, ASTM C90 2-112' e" 1-1/4" GENERAL NOTES.............i ``��GNY L...... GLAZING DETAILS............2 All Concrete min.3.35 ksl 2-1/2" 4' 13f4' -AVP.....................3 �' TABLE 2: VERT.SECTIONS.............4 No.68703 . Materiel Min.Fr Min.Fu CODES/STANDARDS USED: HORIZ.SECTIONS............4 Steel Screw 92 kal 120 kal :2017 FLORIDA BUILDING CODE(HEC).8TH EDITION CORNER DETAIL..............4 Elco UAtieCon® 155 kal 177 Nil :2014 FLORIDA BUILDING CODE(FBC).6TH EDITION PARTS LIST.......................6 410 88 Elco CroteFleuc® 127.4 kat 989.7 kill •ASTM E1300-M EXTRUSIONS....................6 y :ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION %� ILS Off,•. :1r�` 61183-T5AluMnum 16 kill 22kaf INSTALLATION..................7 �� S'••......• y,`�� 0083.78 Aluminum 25 kel '30 ksi :AISILU*ALUMINUM DESIGN MANUAL,ADM-2016 DESIGN PRESSURES.......B A38 Steell 36 kal 58 kal :ASC 3110-10 ANCHOR QUANTITY.........9-11 1 NN M Or.39 Steel Stud 33 kat 45 kcI A.LYP.E.0 Fi8705LLLER,P.E l i, . . . . . . . . . . • • • .•• . • . ... . . . . ... 21 50 .' . . 21 —a .' 50000 0 M SILICONE HOT-MELT BU - 53 112"NOM. 55 1/2"NOM. STRUCTURAL GLASSoPATE• • GLASS BITE STRUCTURAL 114"NOM. SILICA 3/16 NOM. • •• •.• PCiYISDBUMI]JE Wntl • • • • • • • • T WITH DESICCANT DESICCANT ••: : •' ' 63,164,85 EM.GLASS FJCT.GLASS a ROmUCT REVISED tthe Florida 51 6(18182• • • • • • st • • • • . . •.• 0 00 Npl�2 Jo 17-0411.06 118•t EALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS .080' MnERLAYER A90•PVB INTERLAYERIV EALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASSE1�Iratlon Date l2/21/2021 S116M. 7118•LAMINATED 5/16"LAMINATED GLASS 7116"LAMINATED GLASS INT GLASS INT.GLASS sy Mla D Product Control ICODISPACE SUPER 4SG TPS O SPACER®NXTTM 3124117:NEW SHEET EXTERIOR INTERIOR (ALL SECTIONS) ALUMINUM om = REINFORCEMENT POLYISD. DESICCANT FILL AREA j dal 3 21 21 50 BUMENE 6118"NOM. w r3 . SEAL yy 85-88 85-88 BUM6 5/16 NOM. SILICONESEAL >- 1/2'NOM. 59 t1j/2 N M BITE DFSIC� STAINLESS STEEL -1 c� CO) N 59 GLASS BITE ' w DCT.GLASS Z C 62 52 EXT.GLASS U e �j 66,67,68,69,70,71 2,73,74,75,78, w— ' ¢ w+ FµZ1 v o< ELtW 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 0•ANNEALED OR HEAT STRENGTHENED GLASS > OW PVB LNTERLAYER •PVB OJTERLAYER INT.GLASS Z W1AT'ANNEALED OROR HEAT STRENGTHENED GLASS W ANNEALED OR HEAT STRENGTHENED GLASS INi.GLASS5M8'LAMINATED 8•LAMINATED TM LL SM5.OR918"AIRSPACE .•OR 1/4•AIRSPACE 87 DURASEDL® XL EDGE oO 8.OR3MCANNEALEDORTEMPEREDGLASS 'OR3M8•ANNEALEDOftTEMPEREDGL48S aSPACER &SPACER �13118-NOM. 18•NOM. 0 13116"LAMI IG GLASS W/5/16"LAMI 13/18 LAME IG GLASS W/7116"LAMI ® r� TABLE 3: Z J GLASS TYPES: Part# Description MaterialIX o ,� CDW16"LAMI-(118"A..090*PVB,1/8"A) 0 B.5/18"LAMI-(1/8"A,.090'PVB,1/8'HS) 85 Kommerlirg 4SG TPS Spacer System `� = 2 0 I C.5116"LAMI-(1/8'HS,.090"PVB.118-HS) 86 Quanex super spacer nXr with Hot Melt Butyl See this f D.7/16'LAMI-(3116"A,.O90"PVB,3116'A) 87 QUanex Duraseal Spacer Suet for _ I E.7/16"LAMI-(3118"A,.090'PVB,3(16"HS) Materials L F.7116"LAMI-(3118'HS,.090"PVB,3116"HS) 88 Cardinal X_Edge Spacer atrt *.ro G.13/18"LAME IG-118"OR 3118"A(MIN.),5/16°OR 318"SPACE,5/16'LAM!-(118"A,.090'PVB,1!8'A) REF CE TEST RE S: &897 1.1.13/1$'•LA IM LIG-1/8'"OR OR 3/166 A( (MIN.),A16"OR air SPA EE 5/18 LAMI- LY (11W HS,.090"PVB,1/8'HS) �`�ONY A►N j��i,�' J.13/16'LAMI IG-1/8"OR 3116"A(MIN.),3/10"OR 114"SPACE,7116"LAMI-(3/16"A,.090"PVB,311("A) K.13116"LAMI IG-118"OR 31`16'A(MIN.),3/16"OR 1/4"SPACE,7/18"LAM]-(3/16"A,.O90",316"HS) L. 13/16"LAMI IG-1/8'OR 3(16"A(MIN.),3116"OR 1/4"SPACE,7/18"LAM[-(3116"HS,.090',3/16"HS) [ - = j FOR INSTALLATION IN THE HVFIZ ABOVE 30 I Fr,GLASS TYPES G-L SHALL HAVE A �- TEMPERED I.G.GLASS CAP.BOTH THE DP ANDS�CNAL��`�� ANCHOR QUANTITY REMAIN UNCHANGED. 111Ti l tl l t1 N` A LYNN MILLER P.E. f 'PVB"=KURARAY TROSIFOO PVB INTERLAYER P_158705 I ! is `f l ` C I [ . . . . . . . . . . • ... . . . . ... • • • • • • • • •� a,• 27318" 273/8' 27 31r MAX.DLO • • •54 5116.0%OC DL;)FIXED • MAX.DLO MAX.DLO VENT • ••• -• ••• i• • _� VENT FIXED D D • • .•• • • • • •• • 8 PRODUCT REVISED • • • • • B • • • • • •, • B B as complying with the Florida •• • • • • • Building Coda j • ••• •• / N pirate 17-0411.06 6 / , / / / Expiration Date 12/21/2021 � / / Mlam a Product Contr O X X I . O X X _ _ — W M7:ND CHANDE9 TH13 SHEET. X Cd r- 85 7/16"MAX.WIDTH I.F.FRAME—• �r. 110"MAX.WIDTH I.F.FRAME �6 7116'MAX.WIDTH FLANGE FRAME .---111"MAX.WIDTH FLANGE FRAME- 0 o w DETAIL C-XOX 1/3-1/3-1/3 z � U UJ DETAIL B-XOX(1/4-1/2-1/4) ( ) = Q b W ®d a NOTE: o ; 33 8116"MAX. 33 9116'MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. c Z j DLO FIXEDC DLO VENT W LL O O � � I 63"MAX. SEALANT OR GASKET g — FLANGE AT HEAD AND SILL S N FRAME ti i A I 56" CONFIG. 15 = a o i 57 318' MAX. rr 1 DLO ALL Dw If O ALL ——43 I.F.FRAME a J = FIXED / / VENTS 62"MAX _- NM LITES I.F.FRAME A ```It11 li�� LY I * No.58706 `*� 1 13 FLANGE FRAME C '�0�� •.!PIORIDP•.•'�� I I� 73"MAX.WIDTH I.F.FRAME Its- VIEW D-D 74'MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) A.LYNNM XM DETAIL A-OX R O A.LYNN j SB 5 RE P.E.R SB705 , I 3 •.. . : : : . I�TFR;CI; 3732 35 39 • ... . ... • e . 1 22 Lam" 16 r • •• • 13 PRODUCT REVISED ' • • • d ss" ' 3 comp) n with the Florida •INT�RIO�{ i iFVENWT E;OA-Ns o�e EXTERIOR NOA-No. 17-0411.06 21 MO (�— MAX.FIXED DLO —�-� MAX.VENT DLO Expiration Date 12f21/2021 i e i MAX.WIDTH(FLANGE FRAME) Miami induct Control EXTERIOR 19 SECTION B-B3/24f1717 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) A SHEET.NocHAN�sTMs SHEET. I MAX. INTERIOR 7 35 32 37 39 p a ` HEIGHT FLANGE AIII N co 11 .rc o FRAME VENT DLO 16 z w w 52 MAX. F z$ o ` O OW FIXED ^ j DLO z w 11- 22 MAX FIXED DCO —►� MAX.VENT DLO I 43 o z 't MAX.WIDTH(I.F.FRAME) $ w 0""EXTERIOR SECTION A-A ® z u, 21 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 LL o ' •mss 0 2 ZO o 8 22 21 41 k[WERIOR 8 v =8EXTERIOR12 ��.``ONY LYNN``,,'-4,, EXTERIOR INTERIOR '*: No.w7m 10 SECTION C-C 42 SILL HEAD �''�S;�NAL��N�`` A.LV�i11111�ert PE I (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) PE.eaios E T • . •.• . . 0 Goo . . ' TABLE 4:MM • ' ' DWGk E5 .N • • TL • PGTf/ DWG# DHSCRIPTION MAIL PCiW • 66-(LASS 13/16"LAMIIGUB^A . 3/8"AIRSPA 5/16'LAW LVA .090PVB 1/8"4 1 41M A FLANGEFRAMEM&W 606MA1_ 617237 2 4025 SASH STOP STD. ANTILIFl AL 612244 67 " 13!16"LAMIIGV8"A IN. 3/8"AIRSPACE,5116'LAMI V8"A'.090PVB 1/8"HS 3 #8X 3/4 PK PAN HEAD 7834AA 68 13!16'LAMIIGU8"A(MIN.).3/8'AIR CF,5116"IAMI ll8" .090P 1WHS 4 4053 SASH STOP C0M 6063-T5 AL 69 " 13(16"LAW IG3116"A 5(16"AIRSPACE,5116"LIAM U8"A,090P I/8-A) 6 4136 FLANGE • • • • • AL 64136 70 " 13/16"LAMIIG3/1G'A 5(16^AIRSPACF,5/16"LAhU I/8"A.090PVA IWBS 7 4137 SI LADAPTOR• • • • '' •6063-TCA4L 64137 71 13/16"IAMI IG3/16"A SJ16"AIR SPA 6"/16 LAW US 090 ll8" PRODUCT REVISED 72 13116"IAMIIGU8"A 1/4"AIRSPACR,7/1G LAM(3/16-A,.090 PVA 3(16"4 a$complying with the Florida 8 4131 ROLLFRTRA£K • • • • • • 6063-T6 64131 " Building Code 10 71298 WE�HOLE MER yp". 71298 73 13/16"LAM1IGll8"A ll4"AIItSPA 7/16"LAMI /16"4.090P 3/16"HS o 74 13/16"LAMIIGl/8"A IN. U4"AIRSPA 7/16'LAMI 16"HS.MPVB 311VBS HOA No. 17-0411.06 12 1626 AD1 ESMOPENCELFOAMPAD 7PAD1626 ExpiratlonDole12/21/2021 13 4002 A FIANG'EFRAMEIAM 3 6063-T6 AL 612225 75 " 13/16'LAW IG3/16"A 3/16'AIRSPACE,7/16"LAMI 16.4 .090P 3116"4 _ 76 13/16"LAMIIG3/16'A . 3(16"AIR SPA 7/16"LAMI(3/16-A,.090PVB 3116" By 14 4134 GASKET FORMAINFRAME$IIL JOINT 74134W/g +. 13/16'LAMIIG3116"A 3/16^AIRSPA 7/16'LAMI 16'HS,.090PM33116' Miamk o uc n 15 1155 #8 X 1.000 UAD PN.SMS 90 1014 SCRffi4 FRAME R.&VEIL 3105-1114 AL 16 4110 G SCREEKADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN CORNERKEYWIMOSS POLYMOP. 324117:CHANGED GLAZING 17 4054 1 B FD®MEETINGRAIIL, 6063BD-T6 AL 64054A 92 1631 SCBE NCORNERKEYW(OiTTRINGS POLYPROP. SILICONE. 19 4066 W STP. 187X230 FIN SEAL 64066E 93 1073 SCREEN SPRING ST•ST• 21 4105 SASH TOMBOTTOM BOTTOM RAIL 6063-T5 AL 612740 94 1624 SCREEN SPLINE-.135 DIA.FOAM PM PVC 22 1683 1 WSTR X 270 BA FIN SEAL 616830 95 1635 SCREEN SPIE-.135 DIA.HARD EM PVC Y x 23 225.1 ROLIMHOUMO&GUIDE 421121M96 SCREEN CLOTH C,4 "Rf 24 226 1 BRASSROIIPRWHEE S BRASS 7BRWH12 p o O 29 4128 HORIZONTALROILERSASRTOP GUIDE PCHYPROP. 44128Ny ti a 32 4006 D SASHN[EMNIGRAIL 6663HS-n AL 64006 —2.710-1o N N 33 1235 WSTP.170 X 270 RACY,FIN SEAL 67SI60 0Ii m 35 1096 1SWEEPLATCH DM-CAST 71096 x11 gAff 36 1016 #8 X.675 PIL FL SMS 7858 ~F ° a — s 37 4126 SASH SMRAIL 6063-T5 AL 64126 2.824 raW r 38 1683 W STP X 270 BA FIN SEAL 616830 0 Z i 39 7070 BUIE WEATHERSTRIP.187 X 275 6707W, .(>62 wU. a 40 MRAMCOVBRCAP 749WC'LORR O L j 41 4139 LF.FRAMEHEAD 6063-T6 AL 64139 Ir 1 42 4140 LF.FRAMBSHL 6063-T6 AL 64140 41 I.F.FRAME HEAD I<- 43 43 4141 LF.FRAMEIAMB 6063-T6 AL 64141 #4139,6063•TS 17 z 50 CLAZINGSIII DOW 791,899,995 OR GE 7700 N 51 1274 MNYLGLAZINGBEADBULB CUM 6rP247W.K K n «ae o z J 52 1225 VIIVYL(LAZINGBEADBULB 6TP248K o 53 4039 B CLAZINGBEAD-5116" 6063-13 AL 64039B 2.784 54 4044 B GAZINGBE4.D-5/16"WIGRIMKIT 6063-TS AL 644703 55 4222 A I GLAZING BEAD-7/16" 6063-T5 AL 64272 062 3.152 '•i '•O 56 985 C G3AZMBFAD-7/16"W/CRR LK1T 6063-T5 AL 6985 59 4067 GLAZINGBFAD-13116" 6063-T5 AL 64067 �� 60 CLASS 5116"LAMI 1/S'A.090 U8"A 1.988 082 ` ��N�}c keF '� 61 5/16"LAM ll8"A_090PVB M-HS I.F.FRAME JAMB z*.'; No.saxes 62 5116'IAMI ll8" 090 U8" 43 _ _ 63 7/16"LAMI /16'A.090P 3/16"A #4141,6063 TB O: f 64 7/16"LAMI16'A .11011JAM 3116' ��'•• $ / •'�� 65 7/16"LAMI 3116'BS.090PVB 3116' L2.710 A e 42 I.F.FRAME SILLONA� #4140.6063-T6 Itt� A.LYNN Md.rR P.E. P.EB 68705 I k i t • . ••• • . 0 see ... .. . . . . . . .. . • a: .. • • • . . • 00 a • • • -�{ 1.187 f+- go 0 0 0 so ago 3,152 • • • • • •• 062 �1.513� ,. 73L4 •: • • • • •• • PRODUCT REVISED 7� •• • •• .0 3. as tomplyln with the Florida • "• • • • f .040 Bulldlnp Code 'I •• • • • •' • • .731B NOA-No. 17-0411.06 explratlonCatei2/21/2021 2.710—+1 -2.71 �-1.443� By Mlaml-7 Productn ro O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER O SASH STOP COVER #4102A,6083-T6 #4136,6063-T6 #4137,6063-TB #4053,6063-T5 .4MT:No CHANGES THIS SHEET. 2.784--j Y x .062 gal K c� .4� -+'11'~.062 � 1. 8 .062 1.36 0 kt T.062 3 0� a 437 1+1.403 o N 1.48 �y 0` 0 4 i O SASH STOP Og HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL 18 FLANGE FRAME JAMB =w$ #4026,6063.-T5 #4131,6063 T6 #4O54B,6063RD-T6 #4002°',8063-T6 W U o a a F-Z � quo W r LLi QO 062 2. 79 ¢ w e 2..26 050 z I 06 1.1g7 1. 9 N z —� FL1. 83 —jL .878 = y o �►1.348+y 1.081 - 1.291+1 1.0%-{ f SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" _ 21 #4105,6063-T5 O 94006D,6063HS-T6 O #4126,6063-T5 #4039B,6063-T5 I 050 \\Ill ll 1771/// 1 . 683 676 II t IP •878 .050.676 5+�.�— = .7 No.58705 1.096 1.096 4444S5SS-{+1L--�+�{LL��l ,.,,5-�+--^I� 1.097 „ � 2 :Q GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD, 13/16 ,O TE F�•'tv�� ` 54 #40446,6063-T5 O #4222A,6063-T5 O #9850,8063 T5 O #4067,6083-T5 (� �oNIOA.••'2�` (USED W/GRILL KIT) (USED W1 GRILL KIT) � NAL \ ' 111111111\\ 0.LYNN MILLER P.E. - P.EN58706 t • • ••• • • e e *00. 0 SI:E ANS PIOIiTABLER SfUT 1• • • • 2x WOOD BUCK, SEEANCHOR �ri • • SEE*%Ncw% NO TE1 NOTES: TABLE,SHEET 1 • •• ••• TAB HE£T13/8" .*I 'MIN. 1.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS " SEE ANCHOR WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2. 1x WOOD BUCKS ARE OPTIONAL IF Ix WOOD TABLE,SHEET 1 UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS SUCK, • • •• ••• •• DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY •• j NOTE 1 • � a• •• HAVING JURISDICTION. PRODUCT REMISED f , �� • • 1/4' as eompl n with the t • M •J • a a•• ••• 2.FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHALL BE OF A NOa-No e�e 1 T the FloridaFl 06 SHIM SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. Expiration Date 12/21/2021 SEE ANCHOR SEE ANCHOR TABLE,SHEET 1 DETAIL A TABLE,SHEET 1 DETAIL B 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO ey Mlam e P uc!Con ro CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. srzar:REVISED NOTES ro 4.0.131'DIA MIN.X 21/2"NAIL AT CORNERS AND 5'O.C.TYPICAL DETAILS G,H&1. COMPLY N7TH NEW 1/4' ANCHORAGE.ADDED NOTE a. .. . SMHIM MN "IN. 1/4"MAX SHIM—�I SEE ANCHOR 4 TABLE,SHEET 1 INTERIOR W y mv (JAMB DETAILS E,F&1) > til �: EXTERIOR 2-1/2'MIN.EMBEDMENT 0 `a O I1 N a O 0 1 CHOR o O o5H Z SEE ANCHOR _J SEE AN —T FERIOR INTERIOR Z LL m w TABLE,SHEET 1 TABLE,SHEET 1 T SEE ANCHOR' '. a: SEE ANCHOR (HEA &SILL DETAILS A,B,C.D, &H) U$ a Q b TABLE,SHEET 1 TABLE,SHEET 1 Z, a °N g ratty o a- 2x WOOD BUCK,NOTE 1 Ix WOOD BUCK,NOTE 1 SEE NOTE 4 518"MIN.EDGE n Z $ w u. DETAIL E DETAIL F of N n TYPICAL FLANGE FRAME JAMB SECTIONS 5/8"MIN. m ¢ Q EDGE Z G1 SEEMSEE ANCHOR DETAIL H (HEAD) < of 0 r e TABLE,SHEET I TABLE,SHEET I: O g o I O AS" va" v4•S SHj N6/8"MIN.EDGE .......SEE NOTE ` VGENSEE ANCHOR TABLE,SHEET 1 .0 3/8MIN. = * N•68SEE2-1J2'MIN. ANCHOR o EMBED TABLE, `'. SEE ANCHOR 2x WOOD SEE ANCHOR TABLE,SHEET 1 SHEET 1 TABLE,SHEET 1 �;CS+ '' ID"•'Cj\�'. BUCK DETAIL C DETAIL D 2-1/2"MIN.EMBED DETAIL I(JAMB) NOTE1 DETAIL G(SILL) — 'lllnlltt! r TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS A. MILLER P. PE.,,58705 I I • . ..• • . . . . . . . . . . • . ... . • . TABLE 5: • TPSLHB: TABLE 7: Msxlmum Design P"ur/,Dp OHM Ma! umti Ptesee re,Dp(pal) Maximum Design Pressure,DP(psf) GLASS TYPES: XOorO)r-•� -• • • XOX, 1 -1 XOX 114-t2-114 A5H6'LAM I-(1/8'&.Q90"PVB,il6'A) cxaas TYP11 i ep •• Glpas type O�endl OwNI Glass Type `B.5/16'LAMI-(1/8"A,.090°PVB,1/8'HS) oc«ell osru C.5/16"LAMI-(1/8'HS,.090'PVB,1/8"HS) tMtSh HetpM A.B,4 H 4 E,F.4 J,K L YMdthfih1 A,B,C,G,H.I D.E,F,J,K L 1M1Od<h HOW 0.B,4 H C,I D,E.F.J.K D.7/16'LAMI-(3118"&.0911'PVB,3/18"A) +76.01-75.0 +7 O/-76. .90.0 + / .a 63 ° I « 5'0 E.7/16'LAMI-(3118"0,.090'PVB,3118"HS) 4r *76.01-75.0 •.75 -7 0 e 5&Y 8' +60.0/40.0 +75,01.76.0 60' +80.01.8 6000 +M01-000 +7601-76.0 631/6' •75.01.76.0 +75.01-7L0 •• ;KW40.0 +76.01-75.0 74' +800!-00.0 * 0/•80.0 -+75.0 1-76.0 F•7/16•LAMI-(3/18"f'IS,•0W PV8,3/18"H$) 60• 28' +76.01 66.0 +75.0107810 . 4 .01-00.0 .76.01-76.0 84" 2, +900 f-wo +11401-00.0 +76.01-75.0 G.13/16"LAMI IG-118"OR 3/16-A(MIN.),5116"OR 3/8" 66' +75.01.75.0 75. !- .0 a 741 �' 480. /-00.0 +75.01-75.0 -OB• +8D.01•0110 +8001-MO +7601-75.0 SPACE,5116"LAM]-(1/8'&.080"PVB,1/8'A) PRODUCT REVISED 72` +76.01.75.0 75. /- .0 et • +80.0/ o +75.0!750 1083/1 +90.0 f-040 +80.01.60.0 +76.01-75.0 H.13/16'LAW IG-1/8'OR 3/16"A(MIN.),5116"OR 3/8' as compI I with the Florida 74' +75.0/-75.0 *75 /- .0 r •. 7600 +75.01-750 101 +60.0!-00.0-+W.0/•800 +75.Of-78.0 Bulidin8 code SPACE,511s"LAMI-(1/B'A•090"PVB,1/8"Hs) 3r +76.0/760 +75.0/-76.0 4r +60.0160.0 +75.0175.0 111• +9p.01-80.0 +MDI-W.0 +75.0/73.0 NOA-No. 17-0411.06 +75.0 145.0 NSA/-7610 63118• +90.0160.0 +76.01-75.0 w1w +90.0/6-00 +so.o 160.0 +73.0!75.0 i. 13116"LAMI IG-118"OR 3/16".0(MIN.),5/16"OR 318" ''8• eD• +90.01600 +9001.80.-0 +76.01 75.o SPACE,5/16"LAMI-(118"HS,.O�"PVB,118°HS) P�cplratlon Date 12/21/2021 33.78• Ns.o/-7s.0 +75.01-75.0 eD' +Bo.or.eD.o +75.0/as.0 74• .e4o1�.0 4800160.0 +75.0!76.0 J.13/16'LAM IIG-1/8'OR3116"A(MIN.),3118'OR1/4' Br 38• 476.01750 +76.0/75.0 88' 38• 480.0/-00.0 +75.0/760 �p 0 -00.0 4WD/•800 +75.01.750 SPACE,7/16"LAMI- 3116'0,.090"PVB,3116"A By �• +76.01-75.0 +750176.0 74' +90.0140.0 +76.0/760 ( ) Mlam Produc/ContrFT- 72' +750!•750 «7501-Tao 114• +90.0!-00.0 +75.0175.0 w 4WOI-W.0 4840I-M.0 +75.0/76.0 K.13116'LAMIIG-1/8"OR 3/18°A(MIN.),3116"OR1/4" Tq' 4 +76.0/750 88-mr +90.0160.0 N5.0/75.0 108311 +M 1-040 +600!60.0 -75.0176.0 SPACE,7/16"LAMI-(3116"A,.080"PVB,3116"HS) r• +75.0/05.0 .750/750 4r +90.0/60.0 +75,01-T5.0 for +60.01-80.0 4900160.0 +750176.0 L 13/18"LAMI IG-1/8'OR 3118"A(M IN.).3/16"OR 1/4' 324/17:UPDATED TABLE qp• « ,' 475.0/750 5318' +190.0160.0 +76.01-760 111' +300/-80.0 +6001-00.0 +75,01750 SPACE.7/16"LAMI-(3/16"HS,.D9o•PV8,3/18'HS) 476.0/-76.0 +76.0/-76.0 8? +000/-00.0 +75.01-76.0 WNW +t0•o 1.800 +8001-00.9 +73.0 r 75.0 80• Q +75.0!75.0 +75.0176.0 er 3838' +60.0/60.0 +76.0/-750 +300!•800 +600160.0 +75.0,75.0 88` +75.0 1-75.0 +750/75A 74 +90.0/60.0 +76.01-75.0 74' 480.0/�.0 +90.0160.0 +76.01.75.0 72' +76.01-76.0 +75.01-75.0 84' +90.0!60.0 -75.0/45.0 W 38318' +6001-00.0 +6001-00.0 +7501.75A 4• + - 98' +60.0/-300 +80.01-00.0 +75.0/750 Y +76,0/76.0 867118• +90.01.110.0 479.0/-i6A 3 wM • 106311 48401-0LO +60.0160.0 +750175.0 +75.01.750 4r +800!60.0 +75.0/75.0 toe' +80.01-000 +60.0!60.0 +7501-76.0 4I +75.0 1 75.0 +75.01.76.0 531/r +80.0/60.0 +76.01-75.0 111" 4840!-00.0 4MD/-00.0 +7501750 o O 53-1/11" +75.01-75.0 +75.01-75.0 80' +30.0160.0 NS.-/75.0 53.1w 4600140.0 +60.0/60.0 +760/-76.0 N 0 80' q8` +75.0f 76.0 --;75.01•76.0 88" 4fr +50.0/40.0 +750/75.0 BP «6001600 +60.D/60.0 +750/-75.0 Br +75.01-75.0 +750/-75.0 T4• 480.01.80.0 +7501-75.0 74' 460.0/60.0 480.0/-0OA +750/•73.0 O J o 2 N -76.0 «7501-75.0 84' +80.0!600 +76.0/-76.0 �. 480.0!60.0 +60.0/60.0 +7601-750 Z LL$ ' V' 74' +75.01 76.0 475.0!-75.0 BB-7/1r 480.0/60.0 +75.0/-73.0 �' +pp,p/.gp,0 +BODf-0DA M01-75.0 2 W r4� 97' +7501-75.0 +750/-75.0 4r +80.01600 +75.01.750 1089!8` +80.0/60.0 +BSD 16010 +7501-75A V L)o O qg• +75.0/-75.0 x75.0175.0 531/8 +90.0160.0 +75.01.76,0 708- +6001-00.0 +WOI49LO +750/-75.0 F Z ¢ d oest0 63116' 4750176.0 +7501760 80' +110.0160.0 +75.0/•75.0 4 11x10 177• +800/60.0 +50.0160.0 +75.01-75.0 0 W Q +750/•75.0 +75.0175.0 er 60-W +90.o! o +7&0f-75.0 w1B• «80.01-no +80.0160.0 +75.01-750 88• +75.01-75.0 476.0/-75.0 T4• +80.0/-00.0 +75.0/-75.0 W +80.0/60.0 +w011-6D.0 +75.0176.0 Z W '- ! 72' +75.01-75.0 +76.0176.0 Ba' 490.0/.80.0 +73.01-760 Tr +600/60.0 460.0600 +750!75.0 J 0 O 74' + +750/-750 98-7111 +W.0l-00.0 «76.0/-76.0 Bq• +640/60.0 480.0/60.0 +75.01-75.0 �O ip � +75.0/750 411' +80.0160.0 +75.01-75.0 OF-- 666/8• +BD.0I-amo +60/600 +750 5.0 N'w"118, +75.0!•75.0 N5.01-75.0 531/8• +840140.0 +750!75.0 108318' +60.0/-00.0 +80.0/60.0 +76,0/•75.0 ® u°,s«75.0/-76.0 +75.0!750 Br +80.01-00.0 +75.0175.0 f Or 480.0/-0D.0 +WA I6D.0 +7501-76.0111' +80.0/60.0 +80.0 f 60.0 .7801-750 ZS4• +75.0/750 +7501 75,0 f2 I 86' 64' +80.0/60.0 475.0/76.0 N Z +7601-.. +75.01 50 74' +80.0160.0 +75.0/750 MAW +e&0,60.0 +800160.0 +750!75.0 N co +75.01 75.0 475.0/750 84• +8401-0D.0 +76.0/75.0 or 80.0!-000 +0001-000 +750/75.0 Wyou+75.01-76.0 +750/-75.0 867/1r +80.01600 +75.0!-75.0 14` +W.O/600 4800/600 +7501.75.0 u O ; 37' -78.01750 +75.01-750 4r +80.0/60.0 +76.01-75.0 84• +60.0 1-80.0 +600/60.0 +750/-760 2 2 o i 4r +75.01-750 +75.0!75.0 537/r *80.0/60.0 +76.01-75.0 96• �• +80.0!640 +80.0160.0 +75.01-750 O 634/8- -.76.01-75.0 +750175.0 50- -no/-60.0 +78.0175.0 1083!9` 400.01-00.0 +800/600 4750!-75.0 U J W = I 8C W' 1175.0!750 *76.01-78.0 Br or 460.0/60.0 075.01-75.0 100• +90.0/600 +80.0/60.0 +76.0/75.0 +I p Br +74.21-74.2 +75.01-75.0 74• +600!60.0 47501.75.0 117" +88.61�.6 +90.01-00.0 +76.0!76.0 72" +88,6 1439.6 +76.01-7&0 84• +60.0/600 +750175.0 531/8• +80.0/600 4190014M +TSD/75.0 NOTES yst osra 74` 498.1160.1 +76.0/76.0 98-7118• +80.0160.0 +76.01-76.0 am +60.01600 +600/60.0 +7&01-76A i 46 476.0/-76.0 +7s.0/75.0 531/8• +1900/-00.0 +75.0/-760 84 W„ +9001.600 +1940/60.0 +76.0/75.0 WIN 4W INFOR [TABLEIZES NOT SHOWN,GO TO NEXT LARGER ``t�1ONY�XN/y -RPI-fir +75.01750 +76.0/-750 +W.D/-00.0 +76.01.75.0 BB' +68.8158.8 +1900/-00.0 +75.0,-750 `��.'•' M/ 60" er .750/750 +7501-75.0 8r 6,1• +eao/•eo.0 +7s.o/as.o 10839' + /562 .110.0/60.0 .76.0/75.° 2)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN :' O •'-. `% Br +70,2/702 4750/-75.0 74• .80.0140.0 +75.0!75.0 Tor +54.3!64.9 +90.0/60.0 +75.01-750 WINDOWS,SUBTRACT!'FROM TABLE SIZE DIMENSIONS. E �• +85.2165.2 +76.01-76.0 84' +80.0/W.0 +75.0!75.0 Y 11" +59.8 f 63.8 4W.0 f 60.0 +76,0/-76.0 `.*; • 74• 493.6/-0SJ) +75.01-75.0 867/tr +800/60.0 +7501 75.0 631!6• +90.0!-00.0 +8001600 +7501.750 •• FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 1b. m -;Ko-/.60.0 +940160.0 +75.0 r-750 3)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS -0 74' +60.01-040 +e4D/60.0 .750/750 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. Sq• �„ 411-00/60.0 .1110 1-00.-0 +76.01-75.0 BOTH THE DP AND ANCHOR QUANTITY REMAIN �O s ATE ] 9r +682168.2 +MO/-M.0 NSD 1-76.0 •�OpiDP,.•' �� i 1083f8• +52310-3 0/60.0 +7501-75.0 UNCHANGED. t0r .star4t.7 +-00.0!.90.0 .7s.o,76.0 `'�iIYAL ENS` 111• +50.91.60.9 +eaofao.o +75ola5.o 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. AL�rlrhkli)t�a,PE a FOR ANCHORAGE SEE SHEET 11. P.EM 68705 { 0*0 .. •• . . . .. .. • TABLE 8• • + • • • • •• •• TABL6B: M Aachtwilei tl•�XQ OX • • • • ••• eh•rQu•Ittltl6•XO or OX TABLE KEY: wnhgess7ypdA,B.gR�a1 • • • • • • wtlhOtesTypes D,E,F,J,KSL 0 X _ omm Oma Mchm GMV A Mdnr GM*B Ma,or(;m7•c ••• oft a.•a AqW W G W A I AnotW G-0W 8 A-h.Gm*0 1+C2+1 3 ANCHOR QUANTITY PER JAMB wean Net7Td t•aa a Sii kmb tt®d a 321 door b Neal3� dem 34e7d a se Jrmh Herd a t,• qmb tte+d a se doa.h sT 7+72+i 2 t+tx+1 2 I+C2+1 2 3T 7+02+1 2 I+02+5 z t+c2+1 2 HEAD AND SILL ANCHOR QUANTITIES Or 1+42+1 z + z 1+4P+1 •a •a• ar 1+02+1 2 I+C2+1 2 1+02+1 2 LL�� A CLUSTER OF(2)ANCHORS 531!8" 7+42.1 z 1+r2+1 •2 • • If6'. 1+02+1 2 1+02+1 2 1.02+1 z CENTERED ON THE MEETING RAIL •• W 28• i+C20 2 I+C2+1 2 1+C2+1 x 80" 28' I+C2+1 2 hCli z• t • PLUS(1)ANCHOR AT OPERABLE PRODUCT REVISED 88' 1•C7+1 2 1 20 61.1 2 • t+C7+1 2 1+02+7 2 1+C2.1 2 () as Building complying with the Florida VENT AND FIXED SECTION. 4 7t 2+Cx+2 2 t +1� 2 1+ 1 2• ••• • 2+CN2 z 1+G2.1 2 1+02+1 z ANCHORS TOTAL AT HEAD AND SILL NOA-Nu. 17-0411.06 74' 202+2 2 1+Q+1 2 1+C2+t 2 7a• 2+02+2 2 1+C2+1 2 1+C2s1 z 3T !+2+1 2 1<20 2 I+C2+1 2 37' 1+[7+1 2 1+02+t 2 7+02.1 2 Expiration Date 12/21/2021 4r 1+02+1 2 tHR+1 2 3+02+1 2 4•• I.0 20 2 1+"2+1 2 1+C2+1 2 (4"MIN.O.C.ANCHOR SPACING) 535!6' ir(x0 2 1K2+1" 2 1+(x+1 2 3}718 t+C2+1 2 1+020 2 1+0X#1 2 gY 88' 38' 1+C2+1 2 I+C2+1` 2 $+C2+1 2 W' 38' 1+C2+1 2 1+C2+1 2 1+02+1 2 Niem Product 18 3/4"MAX 727' i+01+5 2 7K2+1. 2 3+02+1 2 Be' t+(2+1 2 1+02+1 2 1 1+020 2 � --1 {f4"MIN.,10-1/2"MAX. 72' -W(-2+2 2 1+02+1 2 1+C2+1 2 7Y 2+C2+2 2 t+C20 2 1+C2+1 x p 3/1M77:11P0ATE0 TABLE 6 (2 7T 2+L2+2 2 i+C2.1 2 1+ +1 2 74• 2+C2+2 2 1402+1 x 1+C2+1 2 0"MAX. X O ELEVATION. 37" t+m-1 2 + 2 1+012+1 2 3T 1+C2+1 2 1+C2+1 2 1+02.7 2 +0 - .... 48' t+L2+1 2 i+(7+t:. 2 12+1 2 1+02+1 2 1+C2+1 z i+C2+1 2 . 531/8' 1+C2+1 2 I+(2+1 2 1+(2+1 2 631/3' 1102+1 2 1+C2+1 2 1+02+1 2 liP 383'8' i+t7+/ 2 hl2*1 2 k(2+1 2 W 7aSlr �+M.+21 2 1+02+1 2 1+02+1 2 MTG.RAIL $ � S or t+c2+1 z 1.c2+1 2 1+cz./ 2 ea t+c2". 2 1+'x+1 2 EXAMPLE CLUSTER W/QTY.OF(2)ANCHORS77 2+C2+2 2 1+C2+1 2 5+C20 2 7z' 1+[2+1 2 t+C2+1 27I 202+2 z + + 2 1+(20 2 7a 2 1.02+7 2 1+L2+1 2 (SHOWN IN TABLE KEY ABOVE) C3 Ya o 3r 1.C20 3 1+C2+1 3 1+02+1 3 3r 1+C2+1 3 1+020 S 1+02+1 3 I. 41r 1+72+1 3 1+(2+1 3 1+02+1 3 46• !+C2+1 3 1+020 3 1+C2+1 3 Cp 0V i W-tB' 1•C2+1 3 1+42+1 3 I+C2+1 3 6311Ay 1+62+1 3 1+CF+1 9 HCYO 3 QLL 8 W BR 46' i+(2+1 3 1+C2+1 3 I+C2+1 3 W' 46' I+C2+1 3 1+02+1 3 1+C2.1 3 l78' 'I+(2+1 9 t+12+1 3 t+(7+1 9 or t+G20 3 1+R+1 3 t+C1+1 3 0 U o U 48 j 72 202+2 3 1<2+1 9 1+C2+1 3 72' 2+02+2 3 1+G2+1 3 NC20 3 Z t --R 0 , 74' 2+(2+2 3 5+02+1. 3 102+1 3 74• 2+C2.2 3 1+C2+1 3 1+C2+1 3 h ^ Q$2 Q 3T i+Q*1 3 W2.i 3 1•C20 3 sr 1+C2+1. 3 1+Q0 3 1+020 9 410 1+(2+1 3 1+72•'1 3 102+1 3 46' t+G2+1 3 1+(2+1 S 1+020 3 tj J 53116' 102+1 9 3+02+1 3 1M2+1 9 - 3}i/6" 1+C2+1 3 1+C2+1 3 1+C2+1 s 0 J p 80" Q wm 3 1+(241 3 t+C2+1 3 W Li'0.5/8' 1+02+1 3 1+@+1 3 1+C2+1 3 m 1+C3+1 3 I+C2+1 3 I+C2+1 3 118 1+C3+1 3 1+G2+1 3 1.02+1 3 0 7T 2+�+2 3 1+2+1 3 ;+(2+1 3 72' 2+C3+2 3 t+C2+t 3 t+C2+1 3 74' 2+f3+2 9 + 3 1+C,2+1 3 74• 2+C9+2 3 1+02+1 7 I+C2+t 3 O O ' aT 1+07+1 3 1+C2+1 3 I+C2+1 3 NOTES X 3T 1+02+5 3 1K2+1� 3 1+01+1 3 � ly Ill- 3 i+C2.1 9 1+C2+1 3 48' t•C2.1 3 1+C2+1 3 I+C2+1 3 MC2+1 s 1+(2+t 9 1+0#1 3 53 tta 1+02.7 a 1x2+t s »0z+t 311)WINDOW DP!ANCHOR QUANTITIES ARE BASED ON THEpem sa' 1+03+1 3 1+(7.1 s 1+02++ aFOLLOWING DIMENSIONS: o x d o1+02a5 3 S+C2+1 3 t+p+t 3 5+cz+5 3 7+02+1 3 ee• 1+0.1 3 1+02.1 3 1+02+1 sHEAD 8 SILL: 101/2"MAX.ON EACH SIDE OF2+73+2 3 7+02.7 3 1+02+1 3 72• 2+C3+2 3 102+1 a 1+C2+1 3 MEETING RAIL CENTERLINE 0j (3 =2.73+2 3 1+72+5 3 I+C2+1 3 T4" 2+C3+2 s 1+cz+1 3 7+02+7 3 18 3/4"MAX.FROM CORNERS. 'a = 3r 5.(2+f 3 1+02+1 s 7+02.7 3 12400 ar iro2+t_ 3 1+cz+1 3 €+C241 s JAMBS: 9'MAX FROM CORNERS AND 221/2" nr,1 MAX.O.C. 48' -1+m+1 3 1+(2+1 3 1+02+1 3 46" 1+C3+1 3 I.C2+1 3 1+C2+1 s 69-18' 1+03.1 3 t+C2+5 3 5+02+1 3 3}VB' 1.03+1 3 I+C2+i 3 1+C2+1 3 2 FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER `. pt1Y CIO• a7 1.44+1 3 1+(2.1 9 1+02+1 9 W or 1+01+1 3 102+7 3 1+02+1 3 ) •��\ tie t+©+t 3 1.42+1 3 €+Q+1 3 ee 1.03.1 3 t+cz+t 3 1+"2+1 s WINDOW IN TABLE. QS:' 11 77 2+C3+2 3 1+02.1 9 4+12+1 3 72• 2+C3+2 3 I+C2+1 3 1+C2+1 74• 2+01+2 9 .5+(2+1 3 1.02.1 3 74• 2+03+2 3 1+02+1 3 7+02+7 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN _*: N°-38705 .•� 3r W203 1+72+1 3 5+72+1 3 3r 1+02+1 3 1.02+1 s 1+02+1 a WINDOWS,SUBTRACT 1'FROM TABLE SIZE DIMENSIONS. 48' 1+^-3+1 3 1.020 3 t+(2+1 3 a8• t+C3+1 3 1+02+1 3 1+C2+1 3 (tel 53va° t+CMI 9 t+02.1 9 t+l2+t s 6'a-1la' Wj 1.0#1 3 1+02.7 s 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS =�0•'•. Si i ��/�: fir 1+02+7 3 1+(x+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.63' is©N. 3 1+02+7 9 1+02+1 3 i+c3+i 3 I+(2+1 3 i+C2+1 3 se' 1+Cx+1 3 7+02+1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN2+(3+2 3 1K2+1 3 1+7x+1 3 72• 1+02+1 a 1.020 9 UNCHANGED.2+73.2 3 1+Q+1 9 1+(x+1 3 74• 3 1+G2+1 a 1+020 3 I' 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN MIU.EK P.E. PE.•86705 7. I F • • •41• . • . . . . . : .. •• . • • as TABLE 10: ' • • • • • • • 00 ' ABLE 11: Anchor lira X1iX,1p-1A aAO• , • • • Anchor 0uax;Vl1M XOX,1/3-1/3-1/3 TABLE KEY: lalihtiYsa /�itt,GHil• •sa• �, • • wuhGlassTypes0.E.F,J,K&L - X -O- X �- - 0-4 Chane Arxhor Orap A Anchor Group 8 Armor GMW C puny Owns Anohm t3,wp A Arnlora"S Anchortlrap C .. Ueda, tl.pia Hpd a sm .Irro Had a$al Jamb Hud a an d„rt warn tiegM Hud a sm .cert Had a sal Lo• Hm d a sni ,amp 1+C3+1+03+1 3 ANCHOR QUANTITY PER JAMB 4r 1+C2+1+02+1 2 1 2 1+02+1+C2+1 2 4a' t+C2+1+C2+1 2 1+C2+t.C2+1 2 1+C2+1+p2+1 2 i-w t+C2+1.C21 z 1+02+1602+` . 1 1 •• 53-11F 1+02+1.02+1 2 t+C2+t+cz+1 z 1+C2+1+C2+t z HEAD AND SILL ANCHOR QUANTITIES 5 ev 1.a2+1+02+1 2 +02+ .! • / t • er 1+C2+1+02+1 2 t+C21+t2+1 2 1+02+1. .1 2 A CLUSTER OF(3)ANCHORS CENTERED 6V 2r t+C2+1+021 2 1 tap2+1 2 •, -Or 2r t+02+1+C2.1 z t+C2.1+C21 022 1+C2+1+1x+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED 74• 1+02+1+c2+r 20,+02+y1 1 t a 2 74• 1+C2+1+C2+1 2 f+C2+1+C2+1 2 1+C21+C21 z ANCHOR AT EACH OPERABLE VENT as comphinm with the Florida •• a4• i+C2+1+C2+1 2 t+C2+t.02+1 2 t+C2+1+C2+1 2 PLUS 1 ANCHORS AT FIXED SECTION. NOA-No- Building coda 94 1+02+1+021 2 1+021+C2t 2 1+ 7 1 O HOA-No. 17-0411.06 85-711 I 1.02.1+02.1 Y 1 1+C2+1+C2+1 2 t+C2+1+C2+1 2 W71tr 1+02.1+1:2+1 2 1+C2+1+C21 2 1+02.1402+t 2 (B)ANCHORS TOTAL AT HEAD AND SILL. Expiration Dat 12!21/2021 4r I+C2+1+C2+1 2 1+02+1+C2+1 2 t+C2+1+02f1 2 4r I+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 avr t+C2+1+02+1 2 1+c2'+C21 2 1+C2+1+C2f1 2 53-lir 1+02+1.42+1 z t+C2+1+C2+1 2 1+02:1+02+t z (4"MIN.O.C.ANCHOR SPACING) ey ar 1+02+1+02+1 2 1+02.1+02+1 2 1+02+1+02+1 2 q" 1+C2N+Ca+1 2 1+02+1+02+1 2 1+02+1+02+1 2 Miam-0 Product Control . er 3r 1+02+1+C2+1 2 1+C2+t+C2+1 2 1+C2+1+02+1 2 ea• 3r 1.C2+1+C2+1 2 t+C2«1+C2+1 2 1+C2+1+C2+1 2 �.r-r-�-25 3/4"MAX 74' t+C2t+C2+1 2 t+C2+1+C2+1 2 1+02+I+C21 2 7P 1+02+1+C2+1 2 1+C1+1+02+1 2 1+C2+1+C2+1 2 I 64• 1+12+1.C1+1 2 1+021+02+1 2 1+02+1+02+1 2 a4' 1+02+1+02+1 2 1+Q+t+C2+1 2 t+C2+1+C2+1 2 "'"�f'�"4'MiN.,10-1/2"MAX ELEY TION.ATED TABLEa aa-7Hr 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 S11-711r 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+iK2+1 2 ELEVATNJN. 4r 1+02+1+C2+1 2 t+C2+1+C2+1 2 t+C2+1+C2+1 2 48 1+C2+1.C2+1 2 1+02+1+C2+1 2 1+02+1+02+1 2 B"MAX. X O X 1310 1+C2t+C21 2 t+C2+1+G2+1 2 1+C2+1+C2+1 2 a',Y10V 1+02+1+C2+1 2 1+01+1+C2+1 2 1+021+02.1 2 110' 1+C2+t+C2*1 2 1+C2+1+C2+1 2 I+CZ+t+C21 2 6V 1+02+1+02+1 2 1+C2.1+Cd+l 2 1+02+1+C2+1 2 g ar 3"W 1+c2+1+C2+t 2 i+c2+1+C2+1 2 t+C2+1+02+1 2 ar 35-W t+Cd+1+02+t z 1+c21+C2+1 z I+c2.1.421 z MTG.RAIL,TYP. 74' 1+02+1.C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 z 74• t+02+1+02.1 2 1+CY+1+C2.1 2 1+C2+1-C2+1 2 aP 1+12+1+021 2 t+C2+t+C2t 2 1.C2+1+C2+1 2 dt' 1+C2+1fG2+t 2 1+C2+1.C2.1 2 1+C2+1+C2+1 2 g O W7nr 1+02+1+C2+1 z 1+C2+1+C2+1 z 1+02+1+C2+1 z aamr t+cz*t+c2+t z 1+02+1+c2+1 z t+Cz+1+c21 z EXAMPLE CLUSTER W!QTY.OF(3)ANCHORS }r- ,p,2 0 4r 1+02+t.c2+1 3 1+C2+1+C2+1 s 1+02+1+02+1 3 $W71161 1+02+1+C2+1 3 1.Cx+1+021 s 1.02+1+42+1 3 (SHOWN IN TABLE KEY ABOVE) p 2 W ' I 53-Yr 1+C2+1+C21 3 1+Cd+1+021 3 i+C2t.C2+1 a t+G2M+C2f1 3 1.02+1+C2H S i+C2r1.C21 S a CZA N 80' 1+02.1+C21 3 1.C2+1+C2+1 3 1+C2+1+C21 3 i.C2+1+C2t 3 t+C2+1+C2+1 9 t+C21+C2+1 3 0 O OJ d' or 4r 1+02+ifC2+t 3 1+R+1+C2+1 3 1+C2+1+C+1 a 4r t+CiH+C2+1 3 I+C2+1+C2+1 3 1+02+1+02+1 3 W(0 o Q 1 T4 1+02+1+C2+1 3 S.C10+C2+1 3 t+C2+t+C21 3 i+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 9 W U$ a$ 64' 1+02+1+C2+1 S 1+O2+1+C2+1 3 4+C2+1+02+1 3 1+02+1+Cx+1 3 1+C21+02+1 3 1+02+1+02+1 3 I.- Z d' Qui 1 Wtir t+02.1+02+1 S 1+c2+1+C:2+1 3 1+C21+C2+1 3 1+C2+1.C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 lc FaW ! 4r 1+02+1+C:2+1 3 1+C2+1.C2+1 3 1+C21+C21 3 4r 1+02+1+42+1 3 1+C2+f+C2+1 3 1+C2*1+02+1 3E 53.Vr 1+C21+C21 3 t+C2+1+C2+t 3 1+C2+1+C2 (23 t 3 !S3-w tf +14W! 1+02+t+02+1 3 1+C21+C2+1 3 o Z 8 W W Lir 1+021+021 3 1+02+1+C2t 3 1+C21+C2+1 3 ar 1+02+1+02+1 3 1+(2+1+421 3 1+02+1+02+1 3 J o 46• w4v 1+C2+1+02+1 3 t+C21+C2+1 a t+C2+t+C21 9 lir 5061 i+CZ+i+C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 a 7P 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+02+1+01+1 3 74• 1+C21+C2+1 3 1.02+1+02+1 3 1+02+1+02.1 3 t+a� 64" 1+C2+1+C2.1 a 1+02+1+02+1 3 t+02+1+C2+1 3 w 1+C2.1+C2.1 3 1+12+1+02+1 Y 1 1+02+1+C2+1 3 X N 0 W-7 0• 1+021+C2+1 3 1+C2+1+C2+1 3 1+C21+C2+13 ae-711r t+021+C2+1 3 t.C2+1+C2+1 3 1 t+C2+1+02+1 a NOTES X11, 4V t+C2+1+C2+1 3 14C2HM2+13 t+C1+1+C2+1 3 1 4w 1+C2+t+C2+1 3 1+02+1.C2.1 3 1+C2+1+C21 3 IV 1 a3-vr 1+02 I+C2+1 3 1+c2+1+cz+t 3 t+c2.1.02+t 3 maii". t+c2+t+C2+1 3 1+02+1+C2+t 3 1+02+1+C2+1 3 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE p +tea er t+cz+l+4z+1 s 1+c21.CC2+1 3 1+02+1.02+1 s 1+02+1+02+1 3 1+C2u02+1 s 1+02+1.02+1 3 FOLLOWING DIMENSIONS: 0 = Cy o er a4 1+02+1+02+1 s t+C2+1+Cx+1 3 1+02+1+02+1 3 aa• 1+02+1+02+1 3 1+02+1+02+1 a 1.C21+C2.1 s HEAD&SILL:10112'MAX ON EACH SIDE OF 74• 1+02+1+021 3 1+C2+1+C2+t 3 i+C2+1+C2+1 3 f+C2+1+02+1 3 1+02+1+c2+1 3 t+c2+1+C2+1 3 MEETING RAIL CENTERLINE. , Q T b4' 1+02+1.021 s t+02+1.02+1 9 1+02+1.02.1 s 1«Cs+1+4s+1 3 1+02.1+02+1 3 1+01+1+02+i 3 25 314"MAX FROM CORNERS. tt' aaanr 1.0x+1+02+1 3 1+C2+1+C2+1 a t+(z+t+c2+1 s 1.CS+1+CSO 3 1+02+1+02+1 3 1+02+1+021 3 JAMBS: 0'MAX.FROM CORNERS AND 221!2" E 4r 1+02+1+02.1 3 1+C21+C2+1 3 1+C3+1+C2+1 3 4r i+C2+1+OZN 3 1+C2+1+C2+1 3 1+C2.t+C2.1 s _ _ _ __ MAX O.C. d e 80' 1+02+1+02+1 9 i+C2+1.02+1 3 1+02+1+C2M 3 oar• t+C2+1+C2.1 3 i+C3+1.C2+1 3 1+C2+1+02+1 3 `1111)1111171/2]♦♦ I 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER �+ ANY LYI yN ♦�, Br ar 1+C21+42+1 3 I.C2+1.G2t 3 1+C2/+C2+1 3 er a0' 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 a WINDOW IN TABLE. ``` '�a L10Ek y�( ♦% F 74• 1+02+1+C21 S 1+C3+1+C2+1 3 i+C2+1+C21 3 74• 1+03+1+CS+1 3 1+02.1.02+1 3 1+C2+1+02+1 3 j a4• 1-M-1-C2+1 3 1+C2+1+C2+1 3 1+C2.1.C2+1 3 01 1+CSH+C3+1 3 1+02+1+02+1 3 1+02-1+C2-13 ae-7na• 1+Cz+1+C21 s 1+02/1+02+1 3 1.02+1.02+1 3 w7fir 1+C3+1+C3+1 3 t+cz+1+02+1 3 1+cz+t+cz+1 a 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN ;*: t4a• � WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. 4W 1.C21+C2+1 3 1+42+1+C2+1 3 1+C2+1+C2t1 3 4V i+q+1+C2.1 3 . 1+C2-1+C21 3 t+C2+1«QN L_ liStte' 1+02+1+02+1 3 1+01+1+C2+1 3 t+C2+1+e2+1 3 5341V t+1.•x+1+cz.1 3 1.02.1+021 3 1+02+1«02+1 34)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS tto i+02+1+02+1 3 1+C2+tf02+1 3 1+C2+1.C2+1 3 er 1.02+1+02+1 3 i+C2+1+62+1 $ 1+02+1+02+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. T •. tV� as as' 1+rx+t+c2.1 3 iKx+1+02+1 3 1+021+021 S as a1 1.03+1+09+1 3 1+ex.l+tx+t 3 1+42+t+021 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN '•♦F�+' ��IDP.'G�� 74' 1.01+1.02+1 3 1+02+1+02+1 3 1+CZ+t+C2-/ 3 7C 1+021+G1+1 3 1+(x+1+02+1 9 1+02+1+02+1 S ♦ ts/ •' aP 1+02+1+02+1 311+02+1+C2+113 1+42+1.02+1 3 aP t+C3+l+C3+1 3 1+C2+1+C2+1 3 1+C2+1+1x+1 3 UNCHANGED. ♦♦2♦2QNAL1�111C ea 7nr 1+C3+1+C21 s 1+02+1+02+1 s +C2- =+ 3 ea7nr 1+w.»c3.t 3 1+42+1+02+1 3 1+021.02+1 s 1 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A LYNN M1LLEK P.E. PE059705 @ .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 12: • • TABLE 13: • Anchor8u Xdk,1l4-11Q.1% •• • • AnehorQuanddn,XOX,1l4-IH-1M w101 • 00, dC • • •• t1 m Glaze Types 0,E,F,J.K d L _ TABLE KEY: peri ped AWW 0lap• N.W Cepa 4 An#W G W C • to rd 0ete3 I An*w n,ap B Am1w(•.W C X O X Wd01 H.W H d a Gil 4R A.Ib R!d a 6g IJ*bj H4•aMl Jal! • • Width H*X Mend a CII• J.mb Hrd a as Jane Heid a ea JeM c2+1 z a + v + acz+1 . 1+C2+2+C2+1 3 ANCHOR QUANTITY PER JAMB 13P 1+02+1+ . f+G2+1+C2+1 1+CZ+1+C2+1 2 w• 1+[2+1+(2.1 Z I+C2+1+c2+1 2 i+C2+1+CZ+1 2 74 1+C2+1.C2+1 2 1+ +cx+I 2 1+c2+t+02.1 2 T4' f+C2+2+C2+ 2 +c1+I+C2+I 2 I+C1+1+G2+1 2 HEAD AND SILL ANCHOR QUANTITIES e5 tac2+2+t2+1 1 +1 1 1+ +ChI z •• 84• �, t+C2+2+C2.1 z t+C2+1+c2,1 2 1+(2+t+t2+1 z A CLUSTER OF 2 ANCHORS CENTERED sr 1+C2+2+C2a1 1 1 t f 41. ai • x+Q*1 z f+C2+2H2+/ z t+C2+t+CJ+1 z ( ) 10631/ I+Ch2+C2+1 1 ,f 2 I. +t • 7083fa' +Cx+2+G2.1 z tac2+2+a2+1 2 I+C2+1+C2+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED toe• 1+C2+2.cz.1 a 1 1 1 2 1+ +1 2 • t 1.112+ 2 I+C2+ +1 z I+C Z+I+C2+1 z ANCHOR AT EACH OPERABLE VENT as complying with the Florida 111' t+OhhCh1 2 1 1 1 2 1 t 1 2 11• C2H 2 H +.112+1 Z + N+G2N 2 Bullding Code a�l7r 1+02+1+02+1 •2• 1+cirt+ge+t , fa 1+12.1 •• 51 • 1+c2+1+I2+1 z z 1+02.t.C2+1 z PLUS(2)ANCHORS AT FIXED SECTION. Noa�lo. 17-0411.06 t+c2+t+C2+t 2 7+G2+I.C2+I 2 1+c2.1,42+1 z 00' t.t2+1 +C2+1+C2+1 2 t 1.cz+1 Z (8)ANCHORS TOTAL AT HEAD AND SILL. 4• f+C2+i+112+1 z 1.C2+t.cz.1 z 1act+l+cz+1 z Tc t+c2. 2 t+G2+1+42.1 z I+cz+ +1 z Expiration nate 12/21/2021 w I+C2+2.C2a1 z 1+Chi+C2+1z 1 f.C2+i+92,1 2 t +C2.t 2 1+112.+Cz+1 z TZWlZcht x (4'MIN.O.C.ANCHOR SPACING) By eB• 1+(2+2112+1 2 1+(2a1.G2+1 Z tal2+i.C2+1 2 !IB• 1.92.2802+1 1+C2+h(2. faC2+1+@+f 2 1118-7V8' 1+C2+2a/2+1 2 1+0x.2+02+1 2 1,Q+f+C2rf 2 1(838/8' t+ t2+ 2 1, h + 2 1+018 + aelaM-0ed roduct Control 1n5 1+0+2+02+1 2 1+C2+2+G2+1 2 1 1+C2+1.M+1 2 taa 1+C2h9+112 1 2 1.[2+2+C2+1 2 1.C2+2+C2+1 2 25 3/4'MAX. 777 1+C2+2.C2+1 2 1+92+2+C2+1 Z 1 1+C2.1+f3+t 2 i11• 7+C2+3.t2+1 2 t+C2+2+c2+1 Z 1.G2+2+C2+f 2 I �1 [-4-MIN.,10-1/2-MAX. as1119• 1+CZ+f+C+1 2 1+C2N.C2+1 2 1807+1+02+1 x ebtle• /+C2+t+L2+1 2 1+C1N+C2+t 2 i+C1+1+C2+t 2 .le- ELEV7:UPDATED TABLES a0' 1+(2.t+G2aI 2 OC2+1+C2r1 2 t+C2+1+C2N 2 W 1+C2+1+C2+1 2 faC2+7+C2a1 2 1+112+7+Ch1 2 ELEVATION. s4• f+G24W2.1 2 1.C2+1.C111 2 1+C2+t+C2+f 2 T4• 1+C2+2.C2+12 1+02.1+C2+t 2 1+92+/+Mal 2 X O X •4• 1+41+2+cz+1 2 1+C2+1+C2at 2 i.C2.1+02.1 2 N' 1.G2+2112+1 2 1+02+1+0111 2 taC2+1+12+1 2 ' ee• 1+C2+2+C2+1 2 t+C2+1+C2+1 2 14 2+1+C2+1 2 16• t+Ct+hC2.1 2 I.M.2+C20 2 1+C2+1+C2+t 2 = I063l5 1+CM-02+1 2 1.C2+2+C2N 2 t+C2+t+C2+i 2 ides'/ 1.02.8.02+1 3 I+C2+2.C2+1 2 t+C2+2+12+1 2 o S[ tOr 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 for 1.03+8102+f 2 f+C2+2+G2+1 2 f+C2+2+C2+1 2 MTG.RAIL,TYR � � � � 117• 1.C2a2+CT+1 2 7+C2+2+CZ+1 2 1+C2.1+C2+1 2 tip 1.G2+aK2+f x /.C2+2.C2+1 2 1+C2+2+C2+1 2 63-IW t+C2+1+C2+1 a 1+C2+1-(2+t 3 1+02+1+112+1 a as11T 1+[a+1+c2+t a 1.G2+1+02+t 3 f+c2N+C1+1 3 EXAMPLE CLUSTER W/QTY. � or 1+C2+1+C1+1 a t+Cz+i.C2+1 a 1+02+1+9211 a W 1+C2+1-2+i a 1+112+1+112+1 a t+CNt+C2+1 9 qq O . T4• I+G2.1+C2i1 3 1.CZ.I+CZ+1 -7 1+C2+1+02+1 3 74' 1+f2+2+C2a1 3 i+C2+1+C1+1 3 t+C2+1+CY+I 3 OF(2)ANCHORS 0�Nt $4• 1+cz+2.C2+1 3 1+C2+i.rt+f 3 1.02+1+C2+1 3 W t+C2+2+C2,1 a 1+G2+1+GN/ 3 /+C2+1+02+1 a O M 1 Z N ea• 45 t+C2+2+c2+1 a 1.02+2.aht 3 t+t2+1+C2+1 a •e 1+C2+3+C2a/ 3 1.cx+2+c2.t 3 1.t2+1+C2+1 a (SHOWN IN TABLE KEY ABOVE) z LL w r toea. i+C2+3+C2+1 3 1+C1+2.CZ+1 3 1.C2+1+C2+1 a 108318' 1+C2+3.Mi 3 1+C2+2+C2.1 3 1.C2+2+02+1 3 108' t+C2+3+C2+1 3 1+C2+2+C2+1 3 t+C2+1+C2+1 a "r fM1+a+C2.1 3 1+C2+2+C2+1 3 1+CZ+2+C2+1 3 U U ¢ o 0 177' 1+04,3.02+1 3 t+CZ+2K2+1 3 1+02r1+C2+1 3 tit• 1+02+3.02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3Well W p ~Z d < d 3175 1.C2+t+C2+1 3 f.C2+1+C2,1 3 t+C2+1+C2+t 3 e3.11a' 1+C2+1+CZ+7 3 1+C2+1+02.1 a 1-C2+1+C2+1 3 p der 02+7+cZa1 a 1.CZ+t+C2+1 a 1.C2+t+C2+1 3 er f+C2+t.C2+t 3 1+C2+1+C2+1 3 1+02+1+(2+1 3od 1+C2.t+C2+1 a t+C2+1.M.1 3 1+C2+1+C2+1 3 7P 1+G2+2+M+1 3 t+C2+1+C2.1 3 1-C2+1+C2.1 3 W LL"Ir1+C2+2.C2+1 3 1+C2+1+C2+1 3 1+41+1+02+7 3 a4' W'W1+G2+z+C2+1 3 1+C2+1+02+1 3 1-C2+1+C20 3Oi+C2+2+C2+1 3 t+C2+2+C2+1 3 /.12+1+2+1 3 65 1+4211+02+1 a f+C1+2+C2+1 3 t+C2+I+C2+1 3 01+CZ+3+C2+1 a 1+02+z+C2+1 a t+C2+1+92+/ 3 tosaw 1.C3+3+C3.13 1+02+2+C2+1 31+Ci+2+CJ+1 3 I+C2+3+CZN 3 1K2+2+CZ+1 a 1+0111+112+i 3 toe' I+C3+3,C3+1 a t.C2+2+C2,1 a I+C2+2+C2.1 3 1.c2+a.C2+1 3 t.G2+2+C2+1 3 1+CZ+2+C2+f 3 til' 1+03+3+03.1 3 1 1+C2+2+02+1 8 1 1+C2+2+C2+1 3 I"• X CD 81115 I+C2+1+G2+1 3 I.C2+1+CZ+l 3 i-Mi+C2+1 3 10x1!5 i+C2+1+C2+1 a 1 1.C2.1+C2+i 3 t+CVI+CZ+1 3 NOTES # O X Z s0• 1+02+1+112+1 3 t+C2+1+C2+1 3 iK2+I+CZ+7 3 eo• 1.C2.1+C2+/ 3 1.02+1+(2+1 3 I+C2+1+C2+1 3 N 7r 1+C2,IK2.I a I+C2+1+C2+1 3 1+C2+I+C 20 3 IT-R, t+G2.21M41 3 1+C2+1+C2+1 a t+C2+1+C2+1 a 1)WINDOW DPI ANCHOR QUANTITIES ARE BASED ON THE W I+C2+2+C2+1 3 I+C2+1+92+1 3 t+C2+1+C2+1 3 I.Ca+2+C3+1 3 1+C2+I+C2+1 a 1-1+02+1 3 FOLLOWING DIMENSIONS: 0 W 1+C2+2+C2.I 3 1.112+2+(2+1 3 i+C2+1+02+1 a �, 1+C3.a.C3+1 3 1+02.2+2+1 3 I+C2+i+C2+1 3 2 O HEAD&SILL:101/7'MAX.ON EACH SIDE OF 1053111' 1+02+3+C2+f 3 1+(2+2+G2+1 a 1+C2+1+C2+1 3 1+03-&.C3.1 a 1+02+2+C2+1 a 1+G2+2+C2++ a for 1+C2+3+C2+1 a I+C2+2.C2+1 a t.C2*f+C2+1 a I+C3+3•C3+1 3 t+i242+C2+1 s 1+02+2+C2+1 3 MEETING RAIL CENTERLINE. Q = fill 1+C2+3.C2+1 3 t+C2+2+C2+1 a 1+(2+2.02+1 3 f+C3+3+c3.1 3 t+C2+2+C2+1 a 1+C2+2.C2.1 a 25 3/4"MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 221/2' 811/5 1+c2.1+2241 3 f+c2.t+cx+1 a H92,1.C2.1 a a3-t/a' t+c2.1,t2.1 3 1+C2,ucz+t a 1+02+1.02+1 a itl '+� Or i+C2+1+C2.1 3 1+C2+1+C2+1 a 1+C2+1+C2+1 a W t+C2.1+C2+1 3 1+C2+1+C2+1 3 1+Ch1+C2+1 3 MAX O.C. 811' i+C2+2+C2+1 3 7,C2+1+C2+1 a taCx.t+02+1 a et• t+C3+2+GfH 3 tMZ+f+Ct+1 a t+cz+t+cz+1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEM LARGER `��``oNyiLYN/V7j''.,, we31e• 1+03+__1 3 1+t2+t.Gx+t 3 t+C2+1+cz+t 3 ttt83e' I+C3+3+C3+1 a 1+C2+2a+C2+1 3 t+C2.2+t2+1 a WINDOW IN TABLE. �`Qa��,.•Vc �1/l, 105 /+08+3.03+1 3 1+C2+hC2+1 3 /,C2+1.G2+1 3 Or 1+C2+3+C3+1 3 1+C2+2+CZ+i a 1+C2+2.C2+1 a ` %• 'S'C•P F 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN 88705 tit• 1+03+3.03.1 a I-:2,2+CZ+1 3 f.C2+2+C2+1 a til' 1+C3+8.C3+1 3 t+C2+2+C2+1 3 t+C2+2+02+1 a =* 1. �• 53.1/5 I+C2+1.C2+1 3 I+C2+1.C2.1 3 t+C2+1+C2+1 3 $sue• 1+112+1+c2+1 a 1.(2+1+C2+1 3 I+C2+l+C2+1 3 WINDOWS,SUBTRACT 1•FROM TABLE SIZE DIMENSIONS. L7 r 1+02+1+0(+1 a 1+02+1.(2+1 3 t+42.t+C2.1 3 85 I+Cb+1.C2.1 3 I.C2+1*G2+1 3 1+Cht+C2+t 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS I 74• 1+4!,1+(x.1 a f.cz+1+G4+i a 1+c2+l.cz.1 a r4• t+ca z.c3.1 a t+4J+i 112+t a f+C2.f+C2+1 a TYPES G-L SHALL HAVE A TEMPERER I.G.GLASS CAP. 'O•'• BUTE sr 1+CS+2+Ca+1 a 7+92+1aG2+1 3 1+02+1+12+1 a •4 1+ca+2+c3+1 3 f+t2al+c2+1 3 I+C2+1+C2+1 3 •s ey 1+c3+z+c3+t a 1+01+2.0211 a t+t2+t+cz+1 3 •5 1.ca.s+c3.1 3 I+C2+2X2+1 a 1.C2.t+C2+I a BOTH THE DP AND ANCHOR QUANTITY REMAIN i 51 •�ORIOP,.• 10831/ 1.08.3.03+1 a 1+112+2+(2+1 3 I!Z1+!I+1 3 t08&5' ;a;3. .1 9 t+02.2N2+1 a 1+c2+2+C2+1 8 UNCHANGED. ' S�ONAL for 1.C3+3+C3+1 8 1.C2+2.CJnl 3 1K2a1+C2+ 3 toe' t+C3.3+C3.1 3 1+02+2+02+1 3 t+C2+2+Cx+1 9 ///1111111111 I 111 1+c3+3+c3+1 a 1+02+2++2+1 a 1.G2+hCt11 a 111 1+C3N+C3+1 s 1+02+2 112+1 3 1+02.2.02+1 3 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.LYNN UP-ER,P.E. P.ESW705 f Y Fi$ 3 \ Iy t AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCj•DRVEI-d IyENT„ ,,•,•, ...... . .. ...... January 16, 2018 •••••• AFG�$009 �•�•� see* 0*00 60:600 Mr.Frank Mata •••••• ••••• Eco Window Systems,LLC ...... .• 8502 NW 80 STREET • . . . . ...... Medley,FL 33166 0•• •• Ref: Series"600”Aluminum Outswing French Door w/wo Sidelites-L.M.I. NOA# 15-0603.13 Pending Approval File# 17-1218.15 Compliance with 2017 Florida Building Code(FBC)61 Edition Dear Mr.Mata, The enclosed sealed drawings are copies of drawings presently under submittal with Miami- Dade County for compliance with the Florida Building Code(FBC) Sixth Edition(2017). If you have any questions,please feel free to contact our office. Respectfully, 2018.01 .��,,, ,�'�G E• •� ire,,. No 70592 Z.23 ,o • .�T .� 1A, -1.5:4 ,,ss••••. . •� �. :„.� Javad Ahmad,P.E. O _05 00 Director of Engineering This item has been electronically signed and sealed by Javad Ahmad, P.E. using a digital signature. Printed copies of this document are not considered signed/sealed and the signature must be verified on any electronic copies V..Eco Window Systems 118-0095 Letters 1600 Aluminum Outswing French Door w wo Sidelites LMI-2017 FOC NOA Ltr.doc 9360 Sunset Drive,Suite 220 1 Miami,Fi. 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooa@afcene.com M IAM bDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590.-?�78§)315-2599 NOTICE OF ACCEPTANCE OA wwfxmiamidaae. ovleconomy':' ECO Windows Systems,LLC • ...... . .. ...... 9114 N.W. 106'Street, •••••• ;�•��; Medley,FL 33178 SCOPE: •••• •••• ••••• This NOA is being issued under the applicable rules and regulations governing the use of o iluctia6*Aorials.Th;::• uct Con of • • � documentation submitted has been reviewed and accepted by Miami-Dade County PER(�;�rp� tG Section to be used in Miami Dade County and other areas where allowed by the Authority Havidg Jbritdiction(AIIJ). ..�;• This NOA shall not be valid after the expiration date stated below.The Miami-Dade County ProduciMbAfrbl Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rese;v;the rVk to have Uls'': product or material tested for quality assurance purposes. If this product or material fails to perform itt the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 . See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37". See locking options 1 &2 in sheet 7_1. 2. Laminated glass types GI and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass%v/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 put-poses 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#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA:No. 15-0603.13 j MIAWDADECOUNTY Expiration Date: March 20,2019 Approval Date: October 15,2015 Page 1 r ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • . . .... ...... 1. Manufacturer's die drawings and sections(see below) •• • •• • 2. Drawing No.W12-08 Rev C,titled"Series 600 Ahem Outswing Entrance Dobf TV.M.I.)",%hefts 1 thrd*f.. 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 an7faUrevised on'SEP 04,:....: see*2015,signed and sealed by Javad Ahmad,P.E. ••• •• • B. TESTS (submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 • 2)Uniform Static Air Pressure Test,Loading per F$C"*'A':*S 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 Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda,P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying wi FBC-2014(5th Edition), prepared by Al Farooq Corporation,dated June 02,2015, signed and sealea y ava a , . 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours& Co.,Inc. for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia, Inc.)for the"Saflex: Saflex Clear&Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG.. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 i • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• U0 • • • • • • 1/8"HEAT STREN'D. GLASS 40ulI,0'/1,,n,te,y10 ' STRFN'D. GLASS � W 0 • • • • • • •• •• • • .090"Interlayer terbyer H • • • • • • • • • • Butoclle PVB PVBBy 'Kurarcy America, Inc.' roy Anerica,.lnc. Z•• • ••• ••• • 1/B"HEAT STREN'D.GLASS6"HEAT STREN'D.GLASSOSILICONE SILICONE 6 0 i m DOW CORNING 899 = DOW CORNING 899••• 8••• i• • m 1• 6000 p\ �/ SETTING BLOCKS AT LAM.GLASSREOD.FOR WIDTHS EXCEEDING 36"ONLY. LL Z g NOTCH GLAZING BEAD LEG TO ZZ 3 \ J ` CLEAR BLOCKS Q W g GLASS TYPE 'CI' CLASS TYPE 'G2' 0 .j ti N 1/8'TEMP.GLASS 5/16"AIR SPACE g Uj 1/8"HEAT STREN'D.GLASS i W n 090"Interlayer Saflex Geor And Color Gloss "' w By'Eastmon Chemical Co.' z m N 1/8"HEAT STREN'D.CLASSSILICONE o OoM ' III DOW CORNING 899 26 ST. STEEL u METAL SPACER O J ,pvr m t 5 a L2 U La J W ca 2 \ O 35 SILICONE SERIES B00 �I I I ALUMINUM OUTSWING ENTRANCE DOOR SETTING BLOCKS AT INSUL. LAM.GLASS SINGLE (X)AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS `8'v 8 STAND ALONE SINGLE SIOELITE SEE SHEET 3. �'—' `o r SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. I: LOWER VALUES FROM SIOELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' – 6 APPLY TO ENTIRE SYSTEM. PRODUCFREVISED aai a r eerpryl.�riM1 IYe Fbr1I+ °i & DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION beidigCeM 1S^6LOj•13 RESISTANCE IS REQUIRED. Aag4eceN� E.�rrlMee.IeNiNt?.e.20r9 M H h�, 1sL.�a1.UA..�S. `_ oao THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY "- �c m HURRICANE ZONE(HVHZ). 0 1BY OR 213Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY N TO TRANSFER LOADS TO THE STRUCTURE. I ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. Engr:JAVCWIL AD AJ4W 33 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FIA PEE f 70592 n 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN 3538 NOT PART OF THIS APPROVAL. 0 5 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, S 4 2015 drawing no. MATERIALS BUT NOTSCR , THAT COME INTOINCLUDING ITED CONTACT WITH OTHER MDSSIMILAR MA ETET TO RIALSL SHALLwME THE W1 2-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet � oT g . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... {�U U • • 39 3/4"LLAX. • • • 78•.MAX, 37 3/16"MAX. 11!T m •FRAMEID • • •: ••• FRAME WIDTH FRAME WIDTH X11 q • • • _ 0_ • • • • •_ Z 3 • • • • a_ • • • • HEAD h SILL ANCHORS 0 i • 000 • •! 000 • AT STILE ENDS r rL 12' (4)AT 3'O.C. 12 12"MAX 5"M . H 5"1MX. HEAD AX5' MAX. O HEAD o HEAD/SILL A SILL HEAD/SILL A SILL HEAD/SILL F SILL 0 O CORNERS •' • • •• 000 •• CORNERS CORNERS a •• • • •• • • • • • I • • I , v 0 o II / 0. 0 LLQ6 0 LIL mN LOCK OPTIONS / jj E LOCK OPTIONS ii J O / II J1 OR 12 / I I 11 OR/2\ H I I 4�1 g 11 (OPTION 2 SHOWN) II (OPTION 2 SEE SHEET 7.1 SEE SHEET 7. 0 a / ii j FOR DESCRIPTION m a / /,I7�LIY FOR DESCRIPTIO)Y m w a S n o Icl I// 0p= h 2 n / //Y /�. W „ J V o J o 01 \,II ___ I____ of Z 3 lL m ACTIVE I INACTNE I ACTNE $ Z mo W. SURFACE APPLIED m w SURFACE APPLIED m SURFACE APPLIED m w C7 W rn FALSE MUNTINS OR 26 15/11 z FALSE MUNTINS OR 26 15/16" 26 15/16' s w FALSE MUNTINS OR 32 3/4" m �^ DECORATIVE GRILL D.L.OPG. 1O u DECORATWE GRILL D.L OPG. O.L.OPG. 10 H DECORATWE GRILL D.L.OPG. 1O H MAY BE USED MAY BE USED MAY BE USED 37'MAX. 37'MAX. Z^St LEAF WIDTH LEAF WIDTH sdsl C E3 (XX) (0) + STAND ALONE SINGLE SIDEUTE 26 5 SEE SHEET 3 FOR CAPACITY DOORS LOAD CAPACITY — PSF DOORS LOAD CAPACITY— PSF m SINGLE DOORS (X) DOUBLE (XX) • DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME FRAME LEAF FRAME ry maplyi'RBVISEU n„ WIDTH WIDTH HEIGHT X'(+) INT'(-) WIDTH WIDTH HEIGHT �'(+) INT.(-) .Aro.ArM1t.+11AI F'10 ' bukmgc.No1s obo3. 3 `" 39-3/4" 37' 98' 70.0 75.0 76' 37' 9B' 70.0 75.0 AzDf MI m°n'' ` 0gG cad GLASS D.L.O. DIMS. i Eogr:JAVAD ANMAD n O.L.O. HEIGHT = FRAME HEIGHT - 11.125° CML D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813° FIA PE70592 ° D.L.O. WIDTH (XX DOORS) a (FRAME WIDTH - 22.125-)/2 CAN. 536 $ �, NOTE: 0 42015 ` NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO 8E REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) W�2_08 BY BUILDING OFFICIAL. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DR GIN L AD CAP CITY - PSF 148"MAX. U2 DESIGN LOAD CA LII �Sj+ ••• �IILIfES WffH��SS GU 0 BLE LEAF DOORS TESTED FRAME WIDTH STAND ALONE SWS (S NOTE" HEAD h SILL ANCHORS N SIDELHE SIDEUTE • •SIDINITE lDEUTE • AT STILE ENDS • M HOU? - LTHO WITH- - - - Z FRAME FRAME R� •FRIME }BANE • CLUSTER OF - (4)AT 3 O.C. • - WIDTH HEIGHT 0 1mr, MOTH Raw OR 1�G REINFORCING 8• (4)ANCHORS pr FF INCHES INCHES EM.(+) INT.(-) INCHES INCHES EXT.(+) IN (-) EXT.(+) INT.(-) AT HEAD/SILL 12" F MAX a 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5"MAX 3" HEAP 1 O o 30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILL I F l__t`` A SILL ------ a Id V 36 82 70.0• 75.E ••� •�. 70.0• 75.0 70.0 75.0 CORNERS I X11 I LL 37 70.0 75.00 � 39 •• 070.0 75.0 70.0 75.0 _ - - -- p� a 42 61.7 66. 81.7 6.1 61.7 66.1 i o t �vn 24 70.00 75.0 024 • OV.0• 75.0 70.0 75.0 ii li i i a O Vg o 30 70.0 75.0 30 70.0 75.0 70.0 75.0 j j p m a O 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 11 II I 1 a d C __ IL____ _ 1 1 37 70.0 75.0 37 70.0 75.0 70.0 75.0 =--=1r---- ---r�7�- I I \ 42 61.7 66.1 42 61.7 66.1 61.7 66.1 it I ii E I i \ (L Z_ o 24 70.0 75.0 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 30 92 699 69.8 70.0 75.0 36 6t.1 64.1 36 P.- 4.1 64.1 70.0 75.0 II/4 7t_==== =❑L❑2❑=❑ 1I 37 63.3 63.3 37 6J.3 63.3 70.0 75.0 ti 24 63.3 63.3 24 63.3 63.3 70.0 75.0 `nm I i� I I �� o / i � J g' 30 57.8 57.8 30 57.8 57.0 70.0 75.0 m J I/ II 98 98 m O __JL--___ ___LI-____ 1 1 m I.7J 00 ci Q J 36 53.1 53.1 36 53.1 53.1 70.0 75.0 37 52.4 52.4 37 52.4 52.4 70.0 75.0 , II \ II zy� yr \ 11 / W M REINFORCING R \n LO K OPA10 L(/-) AS RCHA II ,II I I 1 OR/f2 }w SEE CHART ==cq>:❑=_= nsif =c_ I I ( U) II 11\ I I (0 N 1 II II I 1 SE SHEEZ .1 r nI \ F DESCRI 10 3 mM N G G-11 \ M i I I Z ala_ - [,-I INACTIVE II I ACTIVE 0 t 39-3/4'MAX.(SINGLE) _ - _ m �T 76"MAX. DOUBLE SURFACE APPLIED g W rn� r SINGLE SIDEUTE WIDTH SIDELITE WIDTH ( ) FALSE MUNTINS OR 32 3/4' \ 26 15/18" 26 15/16'+ DOOR FRAME WIDTH DECORATIVE GRILLO.L.OPG. D.L. OPG. D.L.OPG. v C� MAY BE USED NOTE: 37" PRODUCE REVISED LEAF WIDTH h"opl7lea Wilk the F1adA4 FOR DOORS CAPACITIES SEE SHEET 2. KNA.g oM FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4"MAX.(SINGLE) Ateept.No1 0 e . LOWER VALUES FROM DOOR OR SIDELITE CHARTMAX, 76"MAX. (DOUBLE) B1MYalYeMtt o o W WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH 1 R (OXXO) C.rttd u 6 slol MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FEIC 2014 .ACS DIMS- =0- IM D. .O. v' c o r o D.L.O. HEIGHT(SIDELITE) FRAME HEIGHT - 11.000" � o o S D.L.O. WIDTH (SIDEUTE) = FRAME WIDTH - 4.438" o<m o 0 c O q Engr:JAVAD AHMAO CML j AN.Ull 92 S NOTE: 9 § GLASS CAPACITIES ON THIS SHEET ARE o BASED ON ASTM E1300-09 (3 SEC. GUSTS) 04.2.015 drawing no. AND FLORIDA BUILDING COMMISSIONW12�08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 . . •• .•. ..• •• . •• .. .. . .. . . • . . . • . • . . . . ... . . . . ... PROPERLY SECURED 2BY WOOD BUCK r' 9/16"MIN. TYPICAL ANCHORS 18Y WOOD DUCK V c7 THROW BOLT • EOGC DIST. • SEE ELEVATIORS • EDGE DIST. OR PENETRATION • TOR SPACIft: • • �,'•• EDCE DIST. WOOD STRUCTURE MFTAL o • • • • • _ • • • • ya SEE NOTE SHEET 1 STRUCTURE r+ ::::. '-•.•' �� W '.'•'. _ ...• • • :� - '..�,•� EDGE I EDGE DIST. f. .•"t• .'f•'�. 'p•• • .. 1 �k itFZEii W GI 0 l • • ::.•• •• e: �I a S; O chi 25 O LTJ N N Q iN a I• • M , � • `ate �'I a � `ate A 1 01 6 • 2 •• •• TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS (TA1 pp 1 1 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS O n a Q 7 I I FOR SPACING FOR SPACING FOR SPACING O fy� ------------------- Q GI 3 F jI MIAMI-DADS COUNTY APPROVED I j 4 b n �CUPPED MULLION 11 Z iJ 1 SEE SEPARATE N I 0 IM o f I I I J m o_ W GLAZING OPTIONS wb Li SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS c3 }W- - FOR SPACING U)F a0 to ' o p F- . 0 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 wM N m - MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER o O or) n m o W THEM TO THE BUILDING STRUCTURE. H m w $ 3Z�o TYPICAL ANCHORS: SEE ELEV.FDR SPACING O a o U"wJ 1/4" DIA. ULTRA ON BY I<` ' (FU-177 KSI,FY=155 KSI) y' W INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) HRU 18Y BUCKS INTO CONIC. OR MASONRY %LonucrREvisED 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) umeCwill.WeFl-ld. 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) $ AenflueeNo IS-060�•I `o DIRECTLY INTO CONIC. OR MASONRY ate jlq- 1 f 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) N 7A 7 r1 t-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) GoCa•Yd w p p #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O as i i 2s p INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") c o 1 I O INTO METAL STRUCTURES g o$ 6 1 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 2 o<m u 2g 1 1 = ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) DOOR DETAILS w (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) \ En9r:JAVAD AHMAD n •� - TYPICAL D DISTANCE CML m INTO CONCRETE AND MASONRY = 2-1/2" MIN. x. saes9 INTO WOOD STRUCTURE = 1" MIN. § INTO METAL STRUCTURE - 3/4' MIN. ). U 4 Nib $ a 5 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. drowing no. 1/2MIN. FOR SPACING W1"-08 THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS Pe 3000 PSI MIN. L PENETRATION 0-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. sheet 4 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... 1/4'MAX. SHIM Q • • • • CONCEALED FLUSH BOLTS p W • • • • • •• •• • • u o LEVERS AT STILE FACE SHIM °0 0 • • 3 • • • • • • 18Y N • • • • • • • • _ TYPICAL ANCHORS - - WOOD BUCK( _ Z FOR SEE PACRIG ••ELEV1 ••• �BY'WE LPAP F g Z o`I a 2 N 26 13 IL p6 o • • • • • FO • • • • • •v• TYPICAL ANCHORS O a o • • • • > o' SEE ELEV. w • • • ,',y{! FOR SPACING a M 0 23 C 25 EXTERIOR ;� N g� 19 9 O.L.O. METAL STRUCTURE 37'MAX. SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS Q W e1 2 )1 OR p2 O 39 3/4'MAX. (OPTION 2 SHOWN) SEE SHEET 7.1 SINGLE DOOR FRAME WIDTH FOR DESCRIPTION 1/4'MAX. V U & SHIM J 1/4'MAX O z J n SHIM CONCEALEp FLUSH BOLTS E 3 LEVERS AT INSIDE FACE OFSTILE CONCEALED FLUSH BOLTS 2BY WOOD 8 EK 2 H TYPICAL ANCHORS LEVERS AT STILE FACE OR W SEE ELEV, WOOD SIR URE ��Iyyy....��^... � FOR SPACING 18 INACTIVE LEAF ACTIVE LEAP EE NOTE REEF 1 H� U1 n 26 24 O O M WJ a Ci •_.� W W rn:2 RJ'' • a 23 O 25 TYPICAL ANCHORS 9 11 10 SEE ELEV. 19 D.L.O. D.L.O. FOR SPACING LEAF WIDTH LOCK OPTION N2 EXTERIOR 8 LEAF WIDTH 01 f5 76'MAX. C 6 DOUBLE DOOR FRAME WIDTH c i PRODUC F REVISED 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY M tomigles eIlk Lot FTorldb - ASW ecce Nol •Obe •T �°'��n INACTIVE LEAF ACTIVE LEAF B�plreNee Oa1t T m o b',o o$ 26 M►aJ RLN hoietl CoNrVI Engr:JAVAD AHMAD n •c 9 CML j FLA PE#70582 AN.3538 O EXTERIOR SE Zp�5 drawing no. DOOR DETAILS W12-08 TOCK OPTION 11 sheet 5 of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... U • • • TYWCAL ANCHOR • O �� o • • • •! • • W S ELEVATI01AS• • • 1/4"MAX H 1/4"MAX. a • •DGE Sl. • FOS SPAdNG • • SHIM 3 • • • • 5 SHIM Z �.'• .u:. �: ' r'.'. • • • — tar p ti, 1•• •.r•'',• •• • WOOD BUCK 7d TYPICAL ANCHORS I SEE ELEV. FOR SPACING t6 LL 2r �$ U w S :. . . . o•22 • sit .. O • • • •• • •. TYPICAL ANCHORS p cfj<<8 SEE 2 w u FOR SSPACING p 6 Q LU 14 EXTERIOR S C H IS 4 D.L.O. META.STRUCTURE SEE SPEC SHEET 4 42"AT 86"HT. 37"AT 98"HT. ry MAX.SINGLE SIDELITE WIDTH pRODUC r REVISED U x r cmpl�wItb 6t Fbrwb J n J I At"apl2i•et Nv!�- N gr pMNita Mte W GLAZING OPTIONS 18 AS R�Q0.NG C ~01 6L11 SEE SHEET 1 112 SMS 1/4-MAX. O AT 5"FROM ENDS O SEE SHEET 3 c� � SHIM AND 11"O.C. MAX. �¢Sn a = O 5 6 S o O 6�N. 0 .+ o a 16 Z 3� m S W 16 -J ?i.Z o LS W i 28 13 0, O TA 1 24 � ILJ Or� I O I I o .. TYPICAL ANCHORSSEE FORP�NG '.Li•'�. 23 c E 14 15 25 o�J D.L.O. 19 9 D.L.O. c ?a LEAF WIDTH m z 3 4 4n EXTERIOR 39 3/4"(SINGLE) SIDELITE WIDTH 76"(DOUBLE) o• MAX. DOOP,FRAME WIDTH o g 2 '�'�<m OMAX. UNIT FRAME WIDTH Figr.JAVAD AHIJAD CIVIL i y FIA.PE/70592 0 Y4 CAN.3538 _gy . o v :' ': �' :.: v '' :;.. . •: Browing no. v 'EDGE vDIST. 'iYPICA.ANCHORS S T 2015 W1 2-08 SEE ELEVATIONSSIDELITE DETAILS FOR SPACING sh6et 6 Of 9 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ITEM f PART / REgD. DESCRIPTION MATERIAL MMP./SUPPLIER/REMARKS v • • • • • • •• •• • • i E601 - DOOR FRAME HEAD/SILL 6063-T6 - � • • • • • • • • • • _ - 2 E602 FRAME COVER 8083-T6 N • • • •- • • — •- • • _ _ _ Z 3 • • • • • • • • • 3 E603 - DOOR FRAME JAMB 6063-T6 - • ••• • ••• ••• • 4 E604 - SIDELITE TOP&BOTTOM FRAME 6063-T6 - H ,3 4A E626 - SIDELITE 9"BOTTOM FRAME 8063-T6 - n a 5 E605 - SIDELITE FRAME JAMB 6063-T6 - v •• • • • •• ,••• • 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - • • • • • • • • • 7 E607 - LEAF TOP&BOTTOM RAIL 8063-T6 MLO.G Igo LL •• ••• • • ••• •• •• 7A E625 - LEAF 9"BOTTOM RAIL 8063-T6 0 t h ••• • • ••• • • ••• ••• B EBOB - LEAF W'STRIP ADAPTER 6063-i6 O eek}}( 9 E609 - LEAF HINGE STILE 6063-TS Q Q g 10 E610 - LEAF LOCK STILE 6063-T6 o 11 E611 - LEAF ASTRAGAL STILE 6063-T6 0: 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 4 W g 13 E613 - LEAF CLAMP 6063-T6 1 L9 13A E613 - HINGE BACK-UP PLATE 6063-T6 12"LONG Q 14 E614 - GLAZING BEAD(5/16"IAM.GLASS) 6063-T6 - O 14A E109 - GLAZING BEAD(7/16"LAI.GLASS) 6063-TB - 15 E615 - GLAZING BEAD(INSUL.GLASS) 6063-T6 - V o J IB E616 - SNAP COVER 6063-T6 - � J `1 17 E613 BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REDD. SIDELITE MULLION REINFORCING 6063-T6 - (A 19 F0-107 3/LEAF BUTT HINGES ALUMINUM I SULLIVAN&ASSOC. IyJ 20 FB12O2 - FLUSH 004T LEVER - SULLIVAN&ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN&ASSOC, W 22 j12 SMS AS REOD. FRAME ASSEMBLY SCREWS 23 /12 %3/4" - HINGE INSTALLATION FASTENERS - FH SMS O on N 24 - - 3/8"DIA.THREADED ROD STEEL - 0 vi 25 W11323 PILE W'STRIPPING WOOL ULTRAFAS Z 3 Ci m 26 E20818-KN-3020 - BULB W'STRIPPING SANTOPRENE EPOM g 3 Z o 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 0't 28 - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. U W 29 E622 - FLUSH BOLT CUP NYLON - W 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK O 31 DLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 /10%3/4" 2/ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/LffE SERING BLOCK, 1/4"X 1/2"X 4"LONG EPDM AT 6"FROM EACH END.DUROMETER BO±5 35 - 2/LTTE SETTING BLOCK, 1/4"X 3/4"X 4"LONG EPDM AT 6" FROM EACH END,OUROMETER 80±5 o SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT, pRovurcr8Ev1E[D =o aMOp11N dt%Ik fl-d& .�°-�o 8$ Atapl�"NNe aAplreelw Dele 1�. o Engr.JAVAD AHMAD N!laJ rMM nNel c"" n 1 0 CM/L n ip LIAPE ck./ 8592 3 drawing no. -08 A 2015 W12 sheet 7 or 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . U � LOCKS� w OPTION 41: N•i !•i • i•i •i • •i ••• OPTION /'2% A � ACTIVE LEAF: • ,,•• • _ • +• ,,.,r µ . • y ACTIVE LEAF: Z ; _ 4 POINT LOCK ASSEMBLY BL0liFjw BY-l%RLOCV. INC.' • • • CONVENTIONAL DOOR LOCKSET WITH HANDLE (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM 0�' 1/2" DIA.THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOM 3 4 0 THROW BOLTS ATTACHED TO JWK JY V8"CpNNECJW RODS • •• CONCEALED FLUSH BOLTS BY'SULLIVAN'SUVAN k ASSOC.' gg1l C LOCK HANDLE LOCATED AT942-1/2•FROM i l M• • • • d Gj 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL ACT • *00 • • • • •• • MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE cc O u 2 POINT LOCK ASSEMBLY BY':ITECOC: USA 4--:+• : LOCATED AT 10-5/8'FROM TOP AND BOTTOM X 1/2"DIA.THROW BOLTS K.OP AMD�TTOM•ENGAQINGeFRAYF•0 •• LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2'FH MS VVVVryry pGp ro HEAD AND FRAME SILL Z K�roo INACTIVE LEAF: v THROW BOLTS ATTACHED TO LACK BY 3/8"CONNECTING RODS n a n LOCK LOCATED AT 42-1/2"FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULUVAN h ASSOC.' C 13 m m 1/2"X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL Q 3�bi 6 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM LL Z 2 a LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2"FH MS .5Z b I II I I O W 7RODUCf REVISED Z LL ftc b.lilsCA& I 1 1 + M3rlI lbt rL1► 3 3 N.1$-OLD3•I; O yhm-D•L[� I 1 W OIC F= ACINE BJACTNEA"' ACTIVE ACTIVE INACTM: ACTIVE l 0 pLllrol U a o 8 fll N n A oo�i;S 0 HINGES: _ 3-1/2' X 7-5/8'X.122'THK. EXTRUDED ALUM HINGE E g,:JAVAD AHMAO n 3 PART+FD-107 BY SULLIVAN &ASSOC. FIA CML P 70582 3 HINGES PER LEAF C ..5538 BOTTOM HINGE AT 10-1/4'FROM BOTTOM $ 'd TOP HINGE AT 11-3/4"FROM TOP rlJLJ CENTER HINGE AT MIDSPAN (38'O.C. MAX.) ,Cp drawing no. HINGES FASTENED WITH /10 X 1"FH SMS (5) SCREWS AT HINGE STILE [W12-08 (6)SCREWS AT FRAME JAMB shee17,1of g . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 4.000 f^--1.750 L [-.o76 ••• ••• 1 ••• •• �(-Jd'� ••• •11625 . •0�• T ••• I •••_ _ L . •519 394 • .825 • • .803 .803 - E-050 �II 5 • • 1.0474.031 1047 7 20 I. R �L 4.750 A I g M--2.062 o 0• • • •• ••• • [u . • • • • • . • u GLAZING BEAD Q GLAZING BEAD 1s GLAZING BEAD Ey • ..• • . • • • 5/16'CLASS 7/16-GLASS INSUL.GLASS mo u 1 DOOR FRAME HEA SILO • 9 9 . • • Q n .• • . • • • •.• 1.5071 0 p �L �4.000� ,.507 0'0;10 0 7 LEAF TOP/BOTTOM RAIL 8 °ae 1.625 Q�3 4.719 _g h .078 L° 3.719 .078 Q ,� 4.781 .078 1.750 1.507 O 8.250 1F�1.50011 � J w 7.531 I I x312 J i 4.000 N 9 LEAF HINGE STILE os2 PROD71crREVIS6i1 g I r mwWyl"l'wilk the Flwri& wC 1.507 5.344 YrN"pX 1.750 4.000 a LEAF W'STRIP ADAPTER Eulr"L1u a13 SSI+ Ny�,lsLw IDEUTE TOP & BOTTOM FRAME I I �4 I�.Ad �1K1C.IIHd 0 on 2.081 1'7� 7 F _1.750-�I •312 ,442 Z_31Ji. $ 329 3 z F.078 �}- .ole 1.684 0 O J 7A 9" BOTTOM RAIL ,2 t3 U 01 to LEAF LOCK STILE 1.5071 LEAF ALIGNMENT BRACKET lil�� 1.812 .750 .281 � 2 FRAME COVER 5.344 .078 375 -H F--.667 Ef Ir 1.750 2 081 .125.050 1.1`97 1.507 1. •125 3,781 I I3.719 ,078 q .154 1_-4.000--moi w z 2121 1 t /3 LEAF CLAMP 1s SNAP COVER LEAF ASTRAGAL STILEL 9.000 HINGE BACK-UP PLATE 8.281 1.500 1.500 1.250 .625 r .719 719 SIDELITE MULLION REINFORCING v <m 0 .078 Engr.JAVAD MIMAD n •1 -[ CML 3 4.000 4.000 11 FU. 11 701 o n 1.625 4.186 CAN.5538 } }. .078 2.097 -T11.507 TILI L1.67cE O 201, drawing I4�-4.000b11 7 +� W12-088 3 DOOR FRAME JAMB 105 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME s SIOELITE SUP ON JAMB sheet $of 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . 4 0 .. .22 . • o 78 a 000 • • . . gaao o o Q�3�F aZ 0 3 J � J g � DOOR FRAME CORNER W �w z (n ro A SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER pan � O Z 3� m 0 3 Zb o 01 sf J v � U"w � W O)m 0 raonucrRLrymED eoa.pgY•MtY IYe florld� bYiMetCWnhL 1�„ 12 o r 4�LL S o Engr:JAYAD AHMAD •; ,1 ML i n SCA.3 70592 92 Sr S 2Q15 �; LEAF CORNER sheet y of 9