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WS-10-20-2270Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1132060142450 Contacts Bradley Sultz Owner REGOSA ENGINEERING SERVICES INC Contractor 816 NE 99 ST GUSTAVO VELEZ 15700 NE 2nd AVE, MIAMI, FL 331624267 Business:7862622964 CONTRACTORWORK@GMAIL.COM Other:7863448720 Inspection Requests: Description: INSTALLATION OF IMPACT WINDOWS & DOORS . Valuation: $ 12,860.00 305-762-4949 11 WINDOWS/4 DOORS TotalSq Feet: 0.00 ,..i 'IN Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $2.60 Scanning Fee $9.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $281.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $281.90 Credit Card 10/06/2020 $50.00 Credit Card 10/27/2020 $231.90 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurat t all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named t o t do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date October 27, 2020 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 816 NE 99TH ST, Miami Shores, FL 33138 1132060142450 Contacts Permit NO-t'W S-1 Permit Type: Windov Work Classification: Window/Door RE rer R crzus' t%ppr0V1 Expiration: 04/27/2021 Bradley Sultz Owner REGOSA ENGINEERING SERVICES INC Contractor 816 NE 99 ST GUSTAVO VELEZ 15700 NE 2nd AVE, MIAMI, FL 331624267 Business:7862622964 CONTRACTORWORK@GMAIL.COM Other:7863448720 o Inspection Requests: Description: INSTALLATION OF IMPACT WINDOWS & DOORS. ;Valuation: $ 12,860.00 305-762-4949;. 11 WINDOWS/4 DOORS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.80 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $2.60 Scanning Fee $9.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $281.90 Payments Date Paid Amt Paid Total Fees $281.90 Credit Card 10/06/2020 $50.00 Credit Card 10/27/2020 $231.90 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. October 27, 2020 Page 1 of 2 �. Miami Shores Villager:=1� Building Department?QLU 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Bye ( O \ l Tel: (305) 795-2204 Fax: (305) 756-8972 1 INSPECTION LINE PHONE NIUMBER: (305) 762-4949 FBC 20R �1v BUILDING Master Permit No. \t4 S 10- 20 — 2210 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: 81(o NE qq St City: Miami Shores County: Miami Dade Zip: 3 3 135 Folio/Parcel#: I I - _� ZO(y ' O 14 -- 2-45 ® Is the Building Historically Designated: Yes NO ✓ Occupancy Type: OW y1zr' Load: Construction Type: % B -5 Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): ar-ad ial Sy 1 1 Z Phone#: Address: (2>((D WE q 9 �5 f City: Miami shores State: FL _ Zip: 2136 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: to 15 .1 M 1 I Phone#: (1&)41 -WOO City: ffiCA1COh State: F L. Qualifier Name: G) 5 to LV U Vel) Z, _ Phone# State Certification or Registration #: 66 G /y 0 (f 2 Certificate of Competency #: - DESIGNER: Architect/Engineer: Phone#: Zip: 3 30 i n 7 Y 6 I&I--yeti Address: _City: State: Zip: Value of Work for this Permit: $ �-y(/ Square/Linear Footage of Work: Type of Work: ❑ Addition IJ -Alteration ElNew ❑ Repair/Replace ❑ Demolition Description of Work: 1 Ins r« i i n n on v f 1 m oo c t ink I redo w s � O PO--- s Specify color of color thru tile: Submittal Fee $5_ Permit Fee $ Scanning Fee $ Technology Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Structural Reviews (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature" Signature OWNER or AGENT igQafCRACTOR The foregoing instrument was acknowledged before me this The foregoing instrume7wascknow e efore me this day of _ RUQL)\ S I 20 -2 0___, by J) day oft , 20 -..-U by �';;3A� '` f � t who is personally known to e2''� ^ice �C tA.J)Owho i onall know o me or who has produced _F LDL as me or who has produced _ as identification and who did take an oath. NOTARY PUBLIC: Sign:_ ti'J x COMMISSION I (G2W9 V EXPIRES: Dec. 2, 2022 %I Bonded 7hru Aaron Notary identification and who did take an oath. NOTARY PUBLIC: A Sign: t^-p A.QWL" viftna 0 1 Print: _ lc; S �- - LOMMO 20011 a►s Seal: •� . EXPIRES: Doc 2.2022 Bonded Thru Amon Notary APPROVED BY Plans Examiner _ Zoning Structural Review Clerk (Revised02/24/2014) v ` Ron DeSantrs, Governor Halsey Beshears, Seereiary +r db'p1 CTAT): t' P I I t"10lnA AKvays verify licenses online at MvFIoridaUcense.com Coo not after this document in any form. This is vc)ur license. It is unfawfuf for anyone other than the ficens e to use this duct mEr nt ,'44't, Local i Miami -made County, State of Florida THIc o;€sNrwssNAMPLOcarYA REIM TXov RENEWAL 15700ROE 2ND VE u 1 � Must be disployed at pi!I ss f r; i FL 33 } fS2 p r u w to COU0.ly U01 Cfipier !aA — Aftlim OWNER s 'T"f orousir ss Pavr v ±,EIsEo RE��JSA ENGINEERING SERVICES INC 6 ENERAL BUL�i, l ,. :r � ��; Tti'� av TAX c we _1� CGC,5ti9912 $75,00 7';0Q020 C #ECK21-2�,-0664v '!iris Local Rusiress Tax Racoi� Y c ru4armslta Yent of the it business Tax. The Receip0s rota liconso, germii, of a covificetion of the Rar's quoin stiam to do business, Holder must cam+ h any gets rn snisl or Hong vet , ntnl reguleta iMS and rogIthroMrrts which appry to tiie husivass. The RECEIPT NO. e&evitMott he disylaWd an`art camnoe ial uehici43 ^ Miarn'r--Dpde Corte Bee Ea-276. F+srtnassttrtatsrettstsfuisit ' .,$t.Rs�33as�il�+� .i CC>R;<'."\ - a,.%�' CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) �M ""�.. 10/20/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Monica Mendez Finney Insurance Corporation A/CNN Ext: 954-966-5533 I FAX N,1. 954-989-8208 ADORess: johnf@finneyinsurancecorp.com 5601 Sheridan Street INSURER(S) AFFORDING COVERAGE NAIC # Hollywood, FL 33021 INSURER A: Kinsale Insurance Company INSURED INSURER B : Progressive American Insurance. Company Regosa Engineering Services Inc. INSURER c: Essex Insurance Company� 15700 NE 2nd Ave. INSURERD: FWCJUA INSURERE: Miami, FL 33162 INSURER F : COVERAGES CERTIFICATE NUMBER: 00000000-0000000 REVISION NUMBER: 003 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT R : TYPE OF INSURANCE '. ADDL.SUBR POLICY EFF POLICY EXP LIMITS LTR ' POLICY NUMBER MM1DD/YYYY MMIDD/YYYY ' A X COMMERCIAL GENERAL LIABILITY i0100047660-3 02/18/2020 '.,02/18/2021 EACH OCCURRENCE $ .. DAMAGE TO RENTED -._1,000,000 -- - CLAIMS -MADE OCCUR PREMISES occurrence) $ 100,000 IMED EXP (Any one person) $ __.._ 5,000_ $__ _ 1,000,000 - __._. .__ PERSONAL & ADV INJURY i GEN L AGGREGATE LIMIT APPLIES PER: ! ,GENERAL AGGREGATE $ 2,000,000 POLICY PRO- � _ JECT n LOD PRODUCTS - COMPIOP AGG $ _ 2,000 000 _ S OTHER: B AUTOMOBILE LIABILITY 01673815-8 COMBINED SINGLE LIMIT O6/13/2020 06/13/2021 I_LEa_accide� $ 1,000,000 i ANY AUTO _ BODILY INJURY (Per person) $ E—� OWNED SCHEDULED AUTOS ONLY X AUTOS -j : BODILY INJURY (Per accident) - - -- $ �' HIRED NON -BINNED j 3-1 PROPERTY DAMAGE _ ._X_, AUTOS ONLY AUTOS ONLY Per accident) $ C X , UMBRELLA LIA13 OCCUR EZXS3020160 'i 2/18/2020 02/18/2021 EACH OCCURRENCE I $ 1,000,000 EXCESS LIAB y CLAIMS -MADE' _ AGGREGATE -_ $ 1,000,000 �I DIEDRETENTION$ _. ! $ WORKERS COMPENSATION D i 4N60819819 j PER OTH- 10/02/2020 10/02/2021 'STATUTE ER 'SAND EMPLOVERS'LIABILITY YIN _X IS 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE ''. '. E.L. EACH ACCIDENT OFFICERWEMBER EXCLUDED? El NIA (Mandatory in NH) ! E.L. DISEASE - EA EMPLOYEE - ---- ---- $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below '.. E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) License Number: CGC-1508952 / CFC-1427292 / CCC-1327735 / CMC-1249755 General Contractor, Plumbing, Roofing and Mechanical Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue AUTHORIZE REPRESE�NT1)!E Miami Shores FL 33138 , (LLM) ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Printed by LLM W,S-10 - 20 - 73 m i--nc) HORIZONTAL ROLLER EGRESS 73.875" X 50.5" FL 20359.1 00 \ r RIZdNTAL ROLLER 73.8 5" X 38.25" F 20359.1 m HORIZONTAL ROLLER - 36.875" X 38.25" FL 20359.1 00 HORIZONTAL ROLLER - 73.875" X 38.25" FL 20359.1 00 FRi. ... . . . ... KCu DOOR: : • A625'l'X 8:?" F'L 26i4l.1' . . . • 00 HORIZONTAL ROLLER 0 i10RI_OMTAt RQtL�R; 73.875" X 50.5" : 78,579V X 5®.5" • FL 20359.1 • • • FL �0359 1 * • 00 0 • __: HORIZONTAL ROLLER ��. 73.875" X 50.5" :.. FL 20359.1 0 HORIZONTAL ROLLER 73.875" X 50.5" / FL 20359.1 0 M�l BRADLEY SULTZ 816 Northeast 99th Street Miami Shores, FL 33138 CASEMENT WINDOW CASEMENT WINDOW 106" X 50.5" 1 EGRESS FL 29676.1 FRENCH DOOR 73.875" X 50.5" © 39.25" X 81.875" FL 29676.1 FL 26942.1 0 0 CASEMENT WINDOW 73,875" X 38.25" FL 29676.1 0 Cc� GARAGE DOOR 8' X 7' FL 17-0919.13 0 FRENCH DOOR 33.5" X 82.5" FL 26942.1 0 RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 • . ,�Q • ..53.7 51.2 49.8 48.8 48.1 47.4 Interior one�(4;••alls) Negative Pressures Exposure C .. ..For the 175 mph Wind Zone CATEGORY 2 BLDG •••• g4loht (Maximum) . •••• Effective Wind Area (or, Tributary Area) in Square Feet •10 20 30 40 50 60 ....1.10 -1.05 -1.02 -0.99 -0.98 -0.96 . • •1"5. . • ° 0243.8 -42.0 -40.9 -40.2 -39.6 -39.1 2 .46.4 -44.4 -43.3 -42.5 -41.9 -41.4 0:76: -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height Maximum Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1 A0 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. MiAM11-s MIAMI-DARE 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 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/ecanomy DAB Door Company, Inc. 12195 NW 98' Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 914" w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-05 Rev K, titled "Sectional Garages Door", dat@d D1719/20a1• • • • • and last revised on AUG 17, 2017, sheets I through 5 of 5, prepared by Al-Farooq Cnrpotation;siguesi and •. sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revisip-stamp M& the • • • Notice of Acceptance number and expiration date by the Miami -Dade County Product Odntrol Section. : • • • • 9**900900 NIISSE IMPACT RATING: Large and Small Missile Impact Resistant • 0000 • • II. 0000 • • • • • LABELING: A permanent label with the manufacturer's name or logo, manufacti.*-irV address.1AM.l • • • • • number, the positive and negative design pressure rating, indicate impact rated if applicable, insta!Iation • • instruction drawing reference number, approval number (NOA), the applicable test atandaelds, ar14 the ...... statement reading `Miami -Dade County Product Control Approved' is to be locatedon tre door's s'idetrack,• • bottom angle, or inner surface of a panel. ' 0 ..... • 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 otter 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 # 16-0330.04 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 Ishaq I. Chanda, P.E. IR MtaMiwe courrnr NOA No. 17-0919.13 f Expiration Date: October 4, 2021 Approval Date: December 14, 2017 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-05, titled "Sectional Garage Door", dated 01/19/2001, with last revision J dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.05" 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106. 05" 2. 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 4) Forced Entry Test per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering 4 Testi4g,*MV, Test...... Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido & -Font, • , P.E. ...... see* ...... "Submitted under NOA # 03-0210.04" • • • • ' 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted 4-40 stett D'anels • prepared by Celotex Corporation, Test Report No. 258592, dated 08t I108, siA �� 6Y W. �• • • • • Jackson, P.E. • "Submitted under NOA # 01-0620.08" ' 4. Test report of Uniform Static Air Pressure and Force Entry Resistance•-fest*, per F.BV' TAS • 202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-966, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-972/974, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS "Submitted under NOA # 14-0814.09" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.13 Expiration Date: October 4, 2021 Approval Date: December 14, 2017 E - 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.05" 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926A7, issued to Dyplast Products; LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for thei ..; Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/20I 1 aA expiring on • •: 01/11/2017. • • • • • 5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North AMer3C3 Inc, for their • Expanded Polystyrene Block Insulation, approved on 03/ 17/2016 and•00000 j girin on.Q2./24/202 �' • • • .... .... ..... "Submitted under NOA # 05-0228.02" • • • • 6. Test Report on Accelerated Weathering Using Xenon Arc Light ApPIVA VTest pa+• • • • • • • ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Eogimsering & '. Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed b; Rafael E. Droz-Seda, P.E. • ...... 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material?% prevQy y • Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, F.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 51 edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E. shaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-091913 Expiration Date: October 4, 2021 Approval Date: December 14, 201.7 E -2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 01-05 Rev K, titled "Sectional Garage Door", dated 01/19/2001 and last revised on AUG 17, 2017, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C 1 Polyisocyanurate Insulation, expiring on 01/11/2022. ; • • G; • 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam Nork%%ica Iric, for their th; • • •.•• • Expanded Polystyrene Block Insulation expiring on 02/24/2021. *00000 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plasas; for their Laxan She;t • • • ; Products, expiring on 07/17/2018. • • • • ' .... .... ..... go • ...... E. STATEMENTS . • • • • • 0' . L Statement letter of conformance to FBC 2014 (5th Edition) and FBA 201i7 (6th:Ldifion), prepared by Al Farooq Corporation, dated 08/17/17, signed and seIhd-By Java4 Aj�tnad, P.E. • F. OTHER 1. This NOA revises NOA #16-0330.04, expiring 10/04/21. 1 � \ I ctli�1111\�11-- Is aq I. Chanda, P.E. Product Control Examiner NOA No. 17-0919.13 Expiration Date: October 4, 2021 Approval Date: December 14, 2017 E -3 7-1/2' X 3' X .071" GALV. STEEL END ROLLER HINGE W/ (4) /14 X 5/8" SMS- WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4" X .071' ® GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8' SMS WITH DELRON SLEEVE (OPTIONAL) DAB DOORS INC. LOCK Hurricane Master® Model 824/811 2/ DOOR Max. Size 9'-4" X 16'-0" High With Window Lite Option THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1" W STANDARD LOCK SPRING LOADED /14 X 3/4" SELF DRILLING SCREWS MAY BE USED FASTENED W/ (4 IN LIEU OF 114 X 5/6" SMS 5/8' MIN. LOCK CONFORMS TO S GE DOORS 3' X 1-1/2' X 6-1/2" X .i" STEEL FASTENED TO END STILE WITH (2) #14 X 3/4" SMS TOTAL / OF DOOR 'V' BARS AT HEIGHT CONSISTS OF EACH DOOR 6'-6" 2 SECTIONS 19' 2 SECTIONS 21" 6'-9' 1 SECTION 18' 3 SECTIONS 21" 7' 4 SECTIONS 21' - 7'-3" - - 7'-B" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18' 1 SECTION 21' e' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18' 3 SECTIONS 2t' W-6' 1 SECTION 18" 4 SECTIONS 21" 8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9'-3" 5 SECTIONS 18' 1 SECTION 21' 9'-6' 4 SECTIONS 18" 2 SECTIONS 21" V-W 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10'-3' 1 SECTION 18" 5 SECTIONS 21" 10'-6' 6 SECTIONS 21" - 10'-9' B SECTIONS 18" 1 SECTION 21' a 11' 5 SECTIONS IS' 2 SECTIONS 21' 11'-3' 4 SECTIONS 18' 3 SECTIONS 21' 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 1 V-9' 2 SECTIONS 18" 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 12'-3' 7 SECTIONS 21" - 12'-G 6 SECTIONS 18' 2 SECTIONS 21' tY-9' 5 SECTIONS 18' 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 1Y-3' 3 SECTIONS 18' 5 SECTIONS 21" 13'-6" 2 SECTIONS 18" 6 SECTIONS 21' 13'-9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" TV-$" 5 SECTIONS 18" 4 SECTIONS 21" W-9" 4 SECTIONS 18" 5 SECTIONS 21' 15' 3 SECTIONS 18" 6 SECTIONS 21" 15'-3' 2 SECTIONS 18' 7 SECTIONS 21- 15'-6* 1 SECTION 13" 8 SECTIONS 21' 15'-9' 9 SECTIONS 21' - i6' B SECTIONS 18- ,4 SECTIONS 21" .158 DOA. GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE— • W/ MIN. 5 TO 1 SAFETY FACTOR fl U CENTER S TOP FIXTURE 5-1/2' X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/ 8-18 MS W/ NUT 1_� �.,,,r.�, - OPTIONAL DOOR VIEWER ECTION (6)14 X 3/4' SELF DRILLING SCREWS CENTERIISTILE nl 0 CENTER STILE r A 0 " I 1 B W _ , I B $ pi X .15" THK. LATCH ,-J-� a0 `O _ =_ SLIDE BOLT (BOTH SIDES) - — - .--- #14 X 1/2' S.M.S. — ENGAGEMENT 1008 REGARDING 1 _ N ME2 L-_A ® OPTIONAL VENT OPTIONAL FLUSH FA DE ATO. MCEED WOOD GRAIN DESIGI ® OPENING AREAf 120 SQ. IN. COLONIAL DESIGN rO70Di!Cf RFVl" T ® MAX. DOOR WIDTH ,as C°®WYtnp Aecep{wO 84*I►aRe•i0at�- F4th )'j-O the fkH 1 C'I 9'-4. BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM DOOR OPTION 7-7/8' X 3-1/8" X .010' STEEL PLATE WITH (4) #14 X 3/4' SDS IN5IQE ELEVATION RAISED PANEL EMBOSSED DOOR :E MAXIMUM DESIGN LOAD RATING - + 62.0 PSF MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (DOORS WITHOUT WINDOWS) - 70.0 PSF (DOORS WITH WINDOWS) - 64.0 PSF DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE. TAS-202, TAS-201 & TAS-203 FOR FLORIDA BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ. HVHZ AND ASTM E1886-05/ASTM E1996-09. OUTSIDE GENERAL NOTES HANDLE END STILE 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA j3UILDIW COQE IVWDI"HIGH VELOCITY HURRICANE ZONE (HVHZ). LOCK BAR GUIDE! • • • INSTALLED OR EyND STILE • • • 2.e ♦.N000R9t SMLL 6E S RESISTANT, SPACED AS SHOWN ON DETAILS ' WITH (4) #141 5/8' � • AND•INSOSH TIER I�Af�NUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ftU I MATBRLAL•*SH�l1•ORE BMW WALL DRESSING OR STUCCO. 1 4 LOOCK B • • •3♦ E L� DURZ14 INGRiRSE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ENGAGES8T.6 N TRACKO eO e e ON EACH SIDE OF DOOR 4. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. OUTSIDE KEYED LOCK (OPTIONAL) 5.THIS PRODUCT APPRIDVAL I•S t+iNERIC AND DOES NOT PROVIDE INFORMATION BAR LOCKING SHOWN • • • • LOCK LNG SHOWN • FOR ♦ SITE SPECINC PRO.IEI•T, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ALTERNATE SPRING SLIDE BOLT • • • QF SIRUGIURE RWENRIG TFRS PRODUCT AND SEALING AROUND OPENING FOR LOCKS SHOWN ABOVE • • • • • •4WTE& INIILTIF&TIOR RLSISTAttETC. e e e QDNDYTION6 NOT 9NOWA IN 'RillS DRAWING ARE TO BE ANALYZED SEPARATELY, • e e • e • • •AND TO•BE RENEWER BY BUIDING OFFICIAL 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. • • • • • • • • • • �:'\.\GENE"•.;Cd i 70582 :� TE �V 0 0 h q 0 G'm m 0 flg! ' � pgLL N J tB tOQ � Q HE hawing no. 01-05 24 CA S ® FLAPS BENT OVER PANEL 16 GA. X 2-1/4' X 3/4- X 2- GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR ii 14 X 3/4' SELF DRILUNG SCR. 1/2" PUNCHED HOLES O 4" O.C. - - 16 GAX2-1/4'X3/4"%2' .024' STL PANEL GALV. STEEL U.BAR REINFORCING TRUSS _ _ OUTSIDE OF DOD O BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 114 X 5/8" S.M.S. AND TO END STILE W/ FOUR 114 X 3/4' SELF DRILLING S. _ =O €=3 SOLID BRASS DOOR VIEWER O` BOTTOM SEAL OPTIONS BY 'SCHLAGE SECURITY HARDWARE' SEE SHEET 4 INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE oo POSITIONED AT EYE LEVEL BOTTOM SECTION REINFORCING TRUSS ONE AT BOTTOM PANEL STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH TOP SECTION 5/16" X 1-5/8' LAG SCREW REINFORCING TRUSS (FULLY THREADED) ONE AT TOP PANEL FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. , EDG D .' t •d. I 1 1/2" MIN. I I 1.9' X 2.19" X 3.3" X .102' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING ONE PER BRACKET OPTIONAL STOP MOULDING BY DOOR INSTALLER /14 X 5/8' SMS 3/4' X 2' X 2-1/2" X .049" STEEL 4 PER HINGE END SOLE, CONNECT TO PANELS WITH FLAPS AND (4) 3/18" ALUM RIVETS 1/2' X 1-3/4' X .059' FORMED STEEL SEE DETAIL ABOVE GLUED TO PANEL AND SECURED TO END STILE WITH 3/16- POP RIVETS O 12' O.C. 1-7/8' X 2-5/8' X .D45- STEEL 1 CENTER STILE, GLUED AND RIVETED t\�y' TO PANEL W/ (4) 3/16' RIVETS POP RIVETST I /\ + /14 X 5/8' S.M.S. /J \ I r 4/ HINGE STEEL TRACK 14 GA X 2-1/8' X 1' (STANDARD) 12 GA X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8- TRUSS HD. SLOTTED M.S. & LOCK NUT �• • "X9.5-A' 7-1/2'X .071" GALV. STEELCENTER•HINGE• • • • • 7-19/2'6" PUSHNUT • • • • • • • END:20L:ER HIGE ALLIED ON ROLLER SHARP • �TION. B! D • • • • • • • • • • • 0.82'4 X .50" STEEL ROLLERS • • • • • 1.8[" DIA. It .50' NYLON ROLLERS (OP' 2.75" DIA. X .50' STEEL ROLLERS (OP INTERIOR SIDE 2.75" DIA. X .50' NYLON ROLLERS TOP ••• • • • • • • • • • • • • • • ••••• 5" STEM i ANCHORS AT TRACK BRACKET: A) j/e• DIA POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1-7/8" MIN. EDGE DISTANCE B) 3/8' DIA HLC SLEEVE BY 'HILIT 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE Vc = 30DO PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. MODUC f REVS IiWMAs `WRbtii. F1ku ae Amjgm• a N-M 51I: —,I �PI�••Oale in�/V /!Z) RWAW 811tit, CaW HOR TYPE A OR B PER BRACKET SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT ,t -s--.7 y •79' 0 0IL �� 0lion 0 o' iT' a&EEM s 0O.noa.pI V�IZQ N it W¢5 io ILt0 .� j IS (D Q W Oolf F <\v- VGEN3F �� .70 S !•. ATE OF� drawing no. ...Mll Sa®.�� 01-05 POP RIVETS 2-3/4- X 5-1/2" X 3" X .104' GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) # 14 X 5/8' S.M.S. 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4- HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) 5/16" X 1-5/8` LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1-1/2" X 1-1/2` X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET / (OPRONAL)J Ll LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT XO = 1/2" X 1-3/4` X 059- FORMED STEEL io w GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5-1/2" X .104" - ¢ a (2) 3/16" POP RIVETS GALV. FASTENED W/ �4)RO# 14 % STEEL TO LLER BRACKET FOR HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION 1/2" X 1-3/4" X .059' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH - - (2) 3/16" POP RIVETS 5/16" MEETING RIB - ® 1.82" DIA. X .50' ROLLERS W/ .44 DLA X 4-1/4' STEM 0 OULATINS: ' _ _ BPOSN PRODUCTS LUC' ISO-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF p `m Ell N.OA. 116-1105.04 OR BY 'CELLOFOAM NORTH AMERI n' DENSITY - 1.03 PCF a N.OA #15-1203.04 OR 'INSLILFGAM BY LC' DENSITY = 0.92 PCF N.O.A. #17-0221.06 ®' 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) 114 X 5/8" SMS MIN..024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT ti APPLIED TO BOTH SIDES OF STEEL N � o� SECTION A —A m Kell] 211 a rmTV.0 •, HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXREEDING 8 FT. IN HEIGHT I III II A _-7 II A LENGTH = OPENING HEIGHT PLL 14 GA GALV. STEEL TRACK 2 X 2 X 1/8' HORIZ. ANGLE RACKET SPOT WELDED TO HORIZ. TRACK WITHTWO WELDS AT 1-1/2" APART FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED BRACKET ro TO FUG ANGLE4- BOLT & NUT AND TO SPRING SHAFT GUIDE WITH Z FF O h (2) 1/4-20 X 5/8" BOLT & NUT Z 1a 0 O�.pC VERTICAL TRACK 2-1/8" X 1` X .080- SECTION A —A p D. 0 o .+ z0 LL rL Z U) :� u °m � 3 PLACEMENTS 64 BS B6 67 B8 34" 45' S6" 6Y - DOOR * SECTION HEIGHTS B HEIGHT 1ST 2ND 3RD 4TH 5TH 81 B2 83 6'-0` 18" 18" 18" 18` N/A 1" TO 2' 11-3/4"; 23" 6'-6` 21" 18` 18` 21" N/A 1` TO 2" 11-3/4" 23" 34" 45 56" 67" - T-0' 21" " ` " N/A 1" TO 2" 11-3/4" 23" 34" 4,5 56" 67" - 7'-6` 18" !g'L 18' 1' TO 2" 11-3/4" 23" 34" 45'78-1/4" 8'-0` 21` /4' n w N *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O N 1.9"X2.19" X 3.3"X.090" STEEL TRACK BRACKETS 2-3/16' HIGH CONNECTED TO TRACK WITH 0) 1/4" BOLTS & NUTS. • 4 600 • • • • • • • • •• • • • • ••• •• 12 GA GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) 014 X 5/8" SMS • ••• • • • ••• _BOTTOM SEAL OPTIONS • • • • • • • • • • SEE SHEET 4 • • • • • • • • • 00 • • • • • • • • • • • • • • • • • • • p V 2'a C O v PRODUC f REVi8E0 I.w M x •6 ayyP1Y1•gwltb NOe RIBAi� Q T ; M 1rdiaX EaM 1 Q O ¢ 4' A-q'"' a No �'7- 1 '1 C0 CL rn MLphvm" baw i r0 CO 'a 0) C �1 U 8Z(7 uJ Ln 0 0 Q N ° Ei � QK< VERTICAL LIFE HIGH LIFE STANDARD LIFT LOW HEADROOM o $ >3 N DOUBLE TRACK 'H AVAILABLE TRACK OPTIONS x _ x _ \\\111illllll// O • T drawing no. ®'• or /Z/�� 01 05 1-7/2' MIN. Qxg I E DIM$V 20Y WOOD 0 �3 1/4' DLl lAC 28Y SCREWS AT 8" FROM ENDS AND 15" O.C. MAX. I WpOp. 1/4" DIA. LAG SCREWS AT 6` FROM ENDS AND 15" O.C. MAX. OPTION 'A\UJ OPTION 'B' \�=Y WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. j8 X I - SELF DRILLING SCREWS OR 3/16" 'RNIX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48" O.C. REINFORCEMENT 1/2" X 1-3/4' X .058" FORMED STEEL W'STRIP RUBBER O 050�y� 1 '� .040 224 LS �9 LS 2J .534 ,7Qp L� 2l I 3 �_ 1.750 �37 I—� 1.790—�I 5/16" X 1-5/8" STEEL. STRUCTURE BY OTHERS LAG SCREWS MUST SUPPORT THE LOADS IMPOSED AT 12" O.C.7 DOOR SYSTEM REINFORCEMENT I 1/2" X 1-3/4" X .058" 4 V FORMED STEEL �Y #8X1" SELF DRILLING SCREWS 'j m OR r3/76' 'RNIX' STEEL RIVETS MULTIGRIP W/ DOME HEAD 0 a y AT 48' O.C. .� lI � VIM, O ;TRIP ADAPTER Oa. O Q BEER W'STRIPPING Q W 7 L N zof ALL p�J Q W W 8 F I'Roiwc r LaEvt as cw•W7'i•s witb � L:1•e:s• tsvAdi.g ewo , ANCHOR SPACING ANCHORS STRUCTURE I EMBED 1 SPACING JEDGE DIST. 3 8' HLC SLEEVE BY 'HILT CONC. 1-1 4 8` 2a 3 8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1 4' 3 8' DYNA13OLT BY 'ITW' CONIC. 1-1 2 8" 2-1 2' 3 8" CONFLEX BY 'ELCO' FILLED BLOCK 8" 3-3 4 3 8" POWER -BOLT DY POWERS CONC. 2' _ 3 8" SLEEVE -ALL BY SIMPSONS CONIC. CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK fm - 2000 PSI MIN. 5/16" DIA BOLTS WITH WASHER &NUT WOOD BUCK CONNECTION TO MASONRY ti.' AT 12" O.C. MAX. EDGE PRESSURE TREATED 2X6 SYP WOOD BUCKS SHALL BE ANCHORED TO 1 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH I 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 16 O.C. INTO GROUT FILLED BLOCK WALL. WITH 2-1/4" MIN. EMBED 12' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1-1/4` X 2-1/2" X 14 GA 2-1/2- MIN. EDGE DISTANCE 1-1 2' 1-1/2' COFNl �I STEEL ANGLE 11-1 2 1/4" TAPPER BY 'POWERS' WITH SPACING OF 12 GA GALV. STEEL 11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED FLAT BRACKETS t3` LONG 2-1 8 X 1' X 14 GA GALV. 11" O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4" MIN. EMBED 1/18' X 2-1/2 AT 12" O.C. IN DOOR OPNG. / " FILLET WELDS STEEL TRACK FASTENED TO 3" MIN. EDGE DISTANCE AT 18` O.C. ABOVE DOOR OPNG. AT 12" O.C. MAX. TRACK PLATES TRUSS S CONNECTED TO CONS. ANGLE 1/4-20X5/8` TRUSS HD. 3/8" LO BY W' WITH OR W/ (3) SPOT WELDS AT EACH SIDE 3/8' LOT BY 'ITN' WITH SPACING OF SLOTTED M.S. &LOCK NUT 23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED CONTINUOUS ANGLE TRACK • • REVf:RfiE TRACK CONTINUOUS ANGLE TRACK 3" MIN. EDGE DISTANCE TO WOOD BUCK • • • • • • • • TO CONCRETE AND FIRED BLOCK 3/8` HLC SLEEVE 6Y 'HIITI' WITH SPACING OF • • • • • • • • It, Oc ST l 8" O.C. INTO GROUT FILLED) BLOCK WALL, WITH 1-1/4` MIN. EMBED, 4" MIN. EDGE DUST. • • • t • • • • • • • 15' O.C. INTO 3000 PSI CONCRETE. WITH1-1/4" MIN. EMBED AND • • • • • • • • ALTERNATE TRACK INSTALLATION -...- A1NI11IIUT7 2-1/2` IN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS `` 9� VGEN3y' •. �: w o FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY c ~ ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED • • • • • s • • • • _ .7 BY DOOR SYSTEM. • • • • a • _ c FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF • • • • • • • • • • ' " RECORD. DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY • • • • • • • • t • • ♦ -�� O BUILDING OFFICIAL UPON INSPECTION. • • • ♦ • • • • a • • ATE OF drawing no. • • • • • �� ORIDP..: MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33' X 62 PSF)/2 = 289.3 Lbs per Ft �i� �� %�� 01-05 MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 70 PSF)/2 = 326.5 Lbs per Ft. 'AYA//®��L1A�1A�`` sheet ¢ of 5 ,500 .250--r * PLASTIC COMPLIES WITH I [ I !!�� DOOR PANEL CHAPTER 26 OF FBC `Y 24 GA. (024) STEEL MIN. SEE EVIDENCE PAGE Z o F� z 1.765 1.725 Q f 7/16' LXA, WASHER C O N 1.144 N O m L (J f- #8 X 3/4' SMS 21 3/4' IG 2 OTTT1 O 3/8" FROM ENDS MAX. .176 b—.800 o a O Q g 11 i I I II AND 7" O.C. MAX. W. WIDTHC - rr * EXTERIOR FRAME * INTERIOR FRAME y y 0 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION W z d a (4) f8 X 3/4' SMS <_ o MAX Q Wy_ o O 1-3/8" FROM ENDS \ A D.LO. LL Z I j I AND 6-1/2' O.C. MAX. ml 6 J j jlj1 a O Q zW IIII .175 X .062 DEEP GROOVE N II:III M Ijij 0 0 p 1/4' POLYCARBONATE LEXAN LU C M BY 'WIC INNOVATIVE PLASTICS' 0 T d M j I j NOA i115-D915.08 CO Q ofLD e a r m 0 1 C O 3 w .i�j Z g o Ld iii El j N O M g j l l l m'. a0 O.. II Q—_� I:I O illj _ IIII I!zi III G G x � j l j 175 X .062 DEEP GROOVE (AND (4) $8 X 3/4" SMS INSIDE ELEVATION PROD17CfREVIS @� / F44 F O 1-3/8" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS A4Ce P44-swiththeFbd& mAND 6-1/2' o.c. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION tp,e�e��_6111.1/8 X 3/4' SMS LIfdtetiae Ote O CO 3/8' FROM ENDS•175 X .062 DEEPAND 4-1/z" O.C. MAx. GROOVE fit SE. \. 08.90 X 3/4' SMS • • • • • • 3/8" FROM ENDS \1111111//7' OC. MAX.IA WASHER _ _ _ _ _ _ _ _ ••• ( o I s • ••• V ry-_-_ - J _ :�_ .. tj �• 1 DOOR %NEI• • • • • • • • • • - � - v $ o u 24 GA. (.024) STEELGMIN• • '• • • • • • • : i • EXTERIOR o DOOR PANEL • • • t • • • • �/16- MIN. • • D.L OPG. % ® ATE OF •(�/ � drawing no. 24 GA. (.024) STEEL MIN. • • GLAZING BITE ,�' ..... 01-05 WINDOW WIDTH //// OAIAL �\\�� ///IIt111111\ sheet 5 of 5 Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com • • Technical Representative • • • •"' • • • • Address/Phone/Email •""' • • • • • • • • •••• •••• • • Quality Assurance Representative • • • • •••• •••• ••••• Address/Phone/Email • • •••••• •••• ••••• •• •• •• • •••••• Category Windows .' Subcategory Horizontal Slider • • • • • •• �. Compliance Method Evaluation Report from a Florida Registdr Ar itect or i �� 3 L'ignsed • • • 0 • Flor•�a • Professional Engineer ' • • • •' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. 4' Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding Window (LMI- SMI)-CI 2017.p�1f Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products FL # 20359.1 Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 Model, Number or Name i Description Series MG-300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W 16-26 for span v combination and installation details. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window (LMI)-2017 DWG W16-26.pdf Verified By: ]avad Ahmad PE # 70592 Created by Independent Third Party: Yes s. load Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding Window (LMI) -PAE 2017.pdf Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Small missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window( MI)-2017 DWG W16-28.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]avad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes 6 • • ; • Other: See attached drawing W16-28 for span vs. load Evaluation Reports • • • 0001 combination and installation details. FL20359 R2 AE SS -Series' '� if)i Alum Hc"satal Sliding Window(SMI) -PAE 2017.pdf • Created by Independent THTAIAi : Yes • • `• • •• •• +• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850 ^-487-1824 • • • • • • • a • • • • • e • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Fa%nd Statement • • • • • • riT Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a P%blic-re&rds request, do APsend electrww• • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85d.487.139 . *Pursuant tj V6tion 455.27#(1), • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an e�ail a dress if they have qpe. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a pwarol•sddress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 91 ® -_- M Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20359 Date:01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET. MEDLEY. FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawines # W16-26 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. ;•... The above maximum parameters do not occur simultaneously. • ...... .... See installation drawings for combination of span vs loads. • Comparative analysis used X Yes —No •••• •••• Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TASM TEST DESCRIPTION TEST LOCATION TEST REPORT TEST • • • • • Test. • DATE REPORI. ... Seated b% ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-88- 1d lmis Or18ga, B.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-88561 Idalmis Ors2ga!P.;. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. "" ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: p'AM- P tiJ,gq PJ �GENc:�'" - No 70592 - Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 -ASS ......., ealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.corn I alfarooq@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series MG-300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.I.) Certificate of Independence Dear Sirs, ...... .... As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the p'rod'ura referenced above, I do hereby declare that I do not have and will not have any finand;[4lferest-'"**;n/ company manufacturing or distributing the above referenced product, nor do•l-Nadi or wiliheve any financial interest with any other entity involved in the approval process dT' hWproducf.' Sincerely, :.��GEN.SF•.. ` No 70592 ' •STATE OF .�_41 ��`•'•OR��P•�j��` Sealed: 1/12/2018 l , 0` Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com (2) ADDL. ANCHORS SEE CHART WINDOW WIDTH ON SHEET 4 (4) ANCHORS TYP. AT MTG. STILE ENDS 6' MAX. A 4' O.C. FAL HEAD/SILL 8 _ --�AT - (SL CORNERS 1� 1`� MAI MA1 I I I I 6 C D I II II I I E 7 7 SJ m rZ m II II I II I I m 3 I II II I II II I II II 11 II I it It 6 I 11 \-- 1� 32 3/8' 32 3/8' D.L. OPG. D. L OPG. m 37-3/16' . AA• 96' WINDOW WIDTH IE MUNTINS (2) ADDL. ANCHORS Z^ ¢ 1BE APPLIED) ONEE CHART SHEET 4 (4) ANCHORS 0 F M CAgj( BE USED 6. MAX ///''' AT WIG. STILE ENDS Z CORNHEAD/SILL A --�AT 4' O.C. FALSE MUNTINS Q IL CORNERS 6 (SURFACE APPLIED) i 1/ I\1 MAY BE USED 0 w dot OGu'� I li 0 M o D �1 ii II 7 D a o 0 cp ` w m � i IdN6 11 II � Q W InLL Ip LL Z 8ji � I II 11 II I II II 11 � ' II 11 II I 43 3/8- 0 D.L. OPG. TYPICAL ELEVATIONS 48 3/16 TESTED UNITS VEW WIDTH SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. WINDOW WIDTH (4) ANCHORS 6" MAXAT MTG. STILE ENDS A AT 4' O.C. HEAD/SILL 6 _ I-, CORNERS I n I II ====-- C D / 7 ,r---- II II,I II 11 E 7 7 41 // I r____z(___IT___ /, b II .. IIII II A _ w \ i x n o 11 It tt _ .IH �r _=___===-L__- io > II II III . N II II II - II -IL==-11 _ .I_ B �r_ 6 m 32 3/8' i 48 1/8' D.L OPG. D. L. OPG. io 37 3/16- CU 'o0i o n O 43 3 •= v D. w V V) 0) _ � ONMm S THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. mo GO o SHUTTERS ARE NOT REQUIRED. 3 a O rLL M 0 O _J N w , 2CDm� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (67H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. - - - ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE WjWLALgS44LI_ NE QkYONQ&WAUWDRF•SSING•Cj STUCCO. LOAD DUR�TIOA I L•REA%E ItU� D IN DESIGN OF ANCHORS INTO WOOD ONLY. All SHIMS•TO Br. HIQH IyPAQT, 44ETALWC AND NON -COMPRESSIBLE. �AyT�21AL$ �11 LUEIII��G•BU" r LI TE& TO STECL/METAL SCREWS, THAT COME IIJT(T NTACT,/ITH N HER �issULANOMATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Q • OF ST"TURE REQLIVING THIS PRODUCTOAND SEI.IANG AROUND OPENING FOR r,'ATER INFILTRATIGN RESISEA.NOE ETC. • • • I• WONDIWONS NOT `HOWN W TMIS DRAWNGG *\RE TO BE ANALYZED SEPARATELY, 36 •ND•TO BE iEVIEW11100BYGIB'U'I,Y•DINO ORFICM►. • • RIANSF0GITURER'S yW cL �rvy�� BE LOt�TER ON READILY VISIBLE LOCATION • IN ACCORDANCE WITH SECTION 1709.9.3OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - D-THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20359 Add ;� � •' 1,1GENSF i • it o • No.7�92 � � ~ ,� drawing no. ®®�y�A'� t�� sheet 1 of 10 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • •%•• •• • • • •• •• • • • ••• • • 111 WIDTH wlNDow w1DTH �� N 6" (4) ANCHORS 1p AT MTG. STILE ENDS m • ; HEAD/SILL A AT 4" O.C. FALSE MUNTINS Z °+@' CORNERS B ---- ---- (SURFACE APPLIED) O z q y( i' ♦ i - �� MAY BE USED H w a Oo0�"� L° w N dot � 7 7 r 7 D - - - �<�<S•• z V•••• • •••♦•• •••• •• ♦ •• -_��® /`isI®I®IV1IG�11E�N��1�'• 0OOsC•yddImS_o3jaOQ(Vh L re♦•OCOae w.o0wNt3�- V,v 2 NV3 ,rcwo,o o M� fs Yw Z Z0_o aID< QWNf� Z 32 3/8" 32 3/8" 32 3/8" z D.L. OPG. D.L. OPG. 8 Z N 1 `o�NpmvR Z 37 3/18" 37 3/16" VENT WIDTH VENT WIDTH LK o 127 5/8" 2 p WINDOW WIDTH ODo Z HEAD/SILL AT 4" O.0MUNTINS. 8 0FALSE O JwCORNERS (SURFACE APPLIED) }-_e,,�AT MTG. STILE ENDS MAY BE USED pp g w p7 II I OI1111/ .6 No.70592 H VENT WIDTTESTED UNITS FL #20359 n'a� I p7 IIIIIIIIIIIIIIIIIIII //•/ �/ � - ••- _ —•_ ••_♦•yd1JIIIIIIIIIIIII r1tIIIIIIIIIIIIII __��•/_•/ -�-/T__/�_$ �mo'1IIIIIIIII1FItUIIt1IIIGIIIII1IlI - __=•••_=_ ••••• C7 • "mY ••• Nm� (4) ANCHORS 6" MAX. 48 1/8"32 3/8" 3• D.L. OPG. D.L .OPG. D.L. •PG. • 37 3/16" • •37w3/1b" • • • ••• Sealed: 1/12/2018 ••• Sealed: 1/12/2018 • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • f ro 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB �By 'Kuraray America, Inc.' r1/8" HEAT STREN'D. GLASS F AT 1/4 POINTS ON LITES 29 WIDER THAN 36" ONLY GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS /8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' STR r1/B�DOWNE �95EN'D. GLASS SIUC :S 3 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' r3/i6" HEAT STREN'D. GLASS I SILICONE r DOW 795 AT 1/4 POINTS ON LITES 29 WIDER THAN 36" ONLY GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS /8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By •Kuraray America, Inc.' �3/1�HEATO 95REN'D. GLASS 3 3/16" HEAT STREN'D. GLASS 090" Interloyer � SentryGlas By 'Kuraray America, Inc.' r3/16" HEAT STREN'D. GLASS z \\\ 29 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS 090" Interlayer SentryGlas By 'Kuroroy America, Inc' 3/16- HEAT GLASS SIUCNE �DOW 0795 OI POINTSS rc @ AT1I/4 POINTS TATL1/4 POINTS SIZES L SIZES/ SIZE/4 h 0 GLASS TYPE 'Al' GLASS TYPE '111' GLASS TYPE 'Cl 11/16" OVERALL INSUL. LAM. GLASS - - -- 7/8" OVERALL INSUL. LAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS -- -... c . GLAZING OPTIONS ! 0 • • • • • • • • • 111I1 I1111/ '�i C� • • • • • • • • • • • • `�� J• pENB �1 e o 1/4" AIR SPACE CONSISTING OF: 'DURASEAL' No.70592 3 EDGE SEAL SYSTEM 'QUANEX' • • •• • • _= — BY • • • • _ ••'.• a drawn no. W16-26 • • • • • • • c • • A aFf ••• ••• e0e .•. '., �e� ••• �. �;••..,oRtGn.. ��r6t�j�®��1��\ sheet 3 of10 FL #20359 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPES I GLASS TYPES GLASS TYPES 'A' & 'Al' V A,'Bl' 'C' & 'Cl' 26-1/2' 37' 53-1/8" 63' 74" 84" 96" 26" 80.0 80.0 1 80.0 1 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 a0.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 26-1/2' 37' 53-1/8" 63" 74" 84" 96' 38-3/8' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 26-1/2" 37' 53-1/8" 63" 74" 84" 50-5/8' 80.0 $0.0 80.0 80.0 90.0 140.0 80.0 80.0 1 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.o 9o.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 138.7 37" 53-1/8' 63" 63' 74" 84" 96" 26-1/2" 37" 53-1/8" 74" 63" 74' 84" r63" 96" 74' 84" 96" DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(- 24" 36" 48" 60" 72" 84' 96' 24" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 00.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 9D.0 140.0 - i- 80.0 80.0 90.0 140.0 24" 36" 48" 60' 72" 84' 96" 36" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.4 - - 80.0 1 80.0 90.0 140.0 24" 36' 48" 60" 72' 84" 96" 48" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 128A 24" 36" 48" 60" 72" 84" 96" 60" 80.0 80.0 80.0 00.0 90.0 140.0 80.0 80.0 80.0 00.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 136.5 80.0 80.0 80.0 80.0 90.0 117.0 - - - - 90.0 102.4 24' 36" 48" 60" 72" 84" 72" - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - yyy 96" 48" - - - - 90.0 140.0 c 72" 84" 96" 60" - - - - 90.0 140.0 - - - - 90.0 140.0 - - - - 90.0 128.0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES �o FRAME DIMS. V & 'Bl' 'C' & 'C1' FRAME DIMS. 'B' & 'Bl' 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT DCT.(+) INT.(-) EXT.(+) INT.(-) O F q p Z 55-1/2' 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 z9� a 9-1126"/16 80.0 80.0 90.0 140.0 63' 80.0 80.0 90.0 140.0 4 s 0 83-1/4" 80.0 80.0 90.0 140.0 72" 24" 80.0 80.0 90.0 140.0 ♦\'.. v 94-1/4" 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 fAQ: G C 9-11/16 36-5 8" 800 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 V N 83-1/4" / 80.0 80.0 90.0 140.0 63" 80.0 80.0 90.0 140.0 94-1/4' 80.0 80.0 94.0 140.0 72" 36" 80.0 80.0 90.0 140.0 a 55-1/2" 80.0 80.0 90.0 1ao.o al' eo.o ao.a 90.0 140.0 9-11/i6 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 �, O N 50-5/8" 63-1 /4" 1( woe 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 Z N 94-1/4' 80.0 80.0 90.0 121.4 63' 80.0 80.0 90.0 140.0 55-1/2' 80.0 00.0 90.0 140.0 72" 48" 80.0 80.0 90.0 140.0 Q m d�ii 2 r 9-11/16 63" 80.0 80.0 90.0 111.5 81" 80.0 80.0 90.0 140.0 0 83-1/4" 80.0 80.0 90.0 97.5 90" 80.0 80.0 90.0 140.0 m 55-1/2' 74" 80.0 80.0 70.9 98.5 54' 80.0 80.0 90.0 140.0 9-11/16' 80.0 80.0 62.2 86.4 63" 80.0 80.0 90.0 140.0 n 72" 60" 80.0 1 80.0 90.0 140.0 C a 81" 80.0 80.0 90.0 117.0 3 C] vi 90" - - 90.0 102.4 Z 3 54" 80.0 80.0 90.0 140.0 Oi li 63" 72" 80.0 80.0 80.6 111.9uj 72" 80.0 80.0 69.4 96.4 nl CC F- m O1n 81" - - 61.9 85.9 = O a M 0 00 o V) 3 LJ}i, a O O J C7 IY N 0 O OPERATING VENTS TO BE1/4 TO 1/3 OF THE WINDOW WIDTH 90--- 'XO OR OX' o • • • )•• • • • • • •• 'N O (1/2W) (1/2W) + • • • • • a • • u °c i. • • • • • • • • • • • 111111I O i N0.70592 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 9 •• NO1; 's 6 �_ 0 'XO OR OX' • • • SLASS 4CAMAC406 ON WiS SHEET ARE '• • • • • ®•, A drawing no. BA F�bN*OM E1 M 1`09 tY SEC. GUSTS) �'•. p • • LORIDA r,7ry i ORID \ ♦ _ DECLARATORY STATEEIMENT CA05I DEC-219 FL #20359 ��/1", A;1X0�♦♦♦ sneeta o? 0 • • • • • • • • • • • • Sealed: 1/12/2018 • •• •• • • • •• •• 600 0 0 0 000 0 • DESIGN LOAD CAPACITY -PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' 8 GLASS TYPES k 'CI' WIDTH HEIGHT EM.(+) iM.(-) EM.(+) 114I.(-) 74' t 06-1 /4" 111 " 126^ 26„ 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4 111" 126' 38-3/8' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4" 111" 126' 50-5/8" 80.0 80.0 90.0 140.0 B0.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 138.7 74• 106-1/4' 111" 128" 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 129.0 B0.0 80.0 90.0 125.7 80.0 80,0 - - 74" 111 • 1 zs• 80.0 80.0 - - 80.0 80.0 - - eo.o eo.o - - �_g `� o 0 Z 3 �0 q a IG� Zp a O JQ V �� 0tRm ovm �aaQ8 � �2ZOry �4� �10_ as IF O r U N Z H J m 3 a o p 3 C N z 3 R oif w� K g�M a�0 x 8 a t m a0 p � � r J 3 a o 2 � n O J I Or Nw co (1/3W) (1/3W) (1/3W) O 0 c OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH y v XOX' 'XOX* C � O p w � C y. • �1c�N N0.70592 NOTE: • ••• • • • ••• • • • L * • • • • • =� - o GLASS CAPACITIES ON TiiIS SHEiI yRE• • • • • '� ' drawin no. BASED ON AST 13t� Q9 �3 SL+L• OVJS16) • + • • � ® � � 9 AND FLORIDA DING l OMMIS! • • • • • : • �'�� `� •'•• u►•'• (�``�� DECLARATORY STATEMENT DCA05- EC-2T9 w� 6-26 FL #20359 dill �A�71\\\ sheet 5 of 10 - 108" - 84* DESIGN LOAD CAPACITY -PSF (XOX SIZES) FRAME DIMS.'C' GLASS TYPES GLASS TYPES & 'CI' WIDTH HEIGHT EM.(+) IM.(-) EXT.(+) INT.(-) 72' 84" 96` 108" 120` 24' B0.0 80.0 90.0 140.0 &1.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108' 120" 36• 80.0 80.0 90.0 140.0 80.0 60.0 90.0 740.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 740.0 80.0 80.0 90.0 140.0 72' 64" 96" 108' 120" 48• 80.0 80.0 90.0 740.0 80.0 80.0 90.0 740.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 740.0 80.0 80.0 90.0 740.0 72" 84" 96" 108• t zo" BO' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 136.5 eo.o ao.o - - 7z^ 84" 96" 108" 72' ao.o ao.o - - 80.0 80.0 - - BO.O 80.0 - - 80.0 80.0 - DESIGN LOAD CAPACITY -PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'BC CLASS TYPES 'C' h 'C1' WIDTH HEIGHT E1R.(+) INT.(-) EXI.(+) IM.(-) 74• 106-1/4' 171' 1zs" 26„ 80.0 60.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 740.0 eo.o eo.o 90.0 140.0 74' 108-1/4" 111' 126" 38-3/8' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 710.0 80.0 80.0 - - 74" 106-7/4" 111" 126" 50-5/8` 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 60.0 80.0 - DESIGN LOAD CAPACITY -PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' k 'Bl' GW3S TYPES 'C' & 'Cl' WIDTH HEIGHT EM.(+) INT.(-) E7R.(+) INT.(-) 72` 64" 96" 108• 120' 24' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 B0.0 90.0 140.0 72" 84' 96' 108" 120' 36' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 740.0 80.0 80.0 90.0 /40.0 B0.0 80.0 B0.0 140.0 80.0 80.0 90.0 140.0 72" 94" 96" 108" 120" 48' 80.0 80.0 90.0 140.0 eo.o eo.o 90.o tao.o 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 72" 84" 96" 108" 120" 60• 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - B0.0 80.0 - - 7z^ 64• 98" 108' 72„ ao.o so.o - - 80.o eo.o - - 80.0 80.0 - - 80.0 80.0 - - Sealed: 1l12l2018 • • • • • • • • • • ••• • • • ••• • • ��161 II�IIAI U m o Oo EDCE fr- I ---------------- -iT METAL IF.B.C. APPROVED 11 STRUCTURE jMULLION k MULLION ANCHORS 3 o iV DIST. j SEE SEPARATE APPROVAL EDGE DIST. I EDGE DIST. I � II I I __ _ _ _ ___ ----- [�r TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: / H TYPICAL ANCHORS: SEE ELEv. FOR sPAciNG W1 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END 1/4" DIA_ ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES END WITH PLASTIC BAFFLE 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS SEALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) AT EACH END AND INSTALLATION SCREWS IN SILL SEALED DIRECTLY INTO CONCRETE OR BLOCKS WITH ALUMINUM COLORED SEALANT. 1-1 2" MIN EMBED INTO CONCRETE EAD S O 18 3 I W7 • •• • • • y N 26 + •• ••• • as d, W1 ..: :EDGE MST: °� R , • . a ° • • �. •. • • f• ° • °'•' of iffy ° W2 d • •i. ' • P .. • • i WOOD BUCK • - •" • . 8 ° a TYPICAL ANCHORS 0 9' > I TYPIAIL•ANCHORS SEE ELEV. • • '� • • • - SEE &XV. „ FOR SPACING EDGE DIST FOR SPACING ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MBS (/ILL/JA) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 914 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBE, SG = 0.55 MIN. - CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 HOLLOW/nLLEO BLOCK AT JAMBS I m - 2000 PSI MIN. FL #20359 No. 70M n1 Sealed: 1/1212018 � A� N I Z W C� 000 N `Q U d W C dot � o G a K C M g G IL 0 0�� N O Q W>LL N LL Z 0 o _ n .I9(D J Q W m Z 3 3 a 3 0 n J w'0 IJ � 0 x 4v a m o N3tJia cooJ� VI O N W J 2 ma)S drawing no. W16_26 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MBS (/ILL/JA) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 914 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBE, SG = 0.55 MIN. - CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 HOLLOW/nLLEO BLOCK AT JAMBS I m - 2000 PSI MIN. FL #20359 No. 70M n1 Sealed: 1/1212018 � A� N I Z W C� 000 N `Q U d W C dot � o G a K C M g G IL 0 0�� N O Q W>LL N LL Z 0 o _ n .I9(D J Q W m Z 3 3 a 3 0 n J w'0 IJ � 0 x 4v a m o N3tJia cooJ� VI O N W J 2 ma)S drawing no. W16_26 VENT WIDTH 1/4' MAX.^� N 1/4" MAX. O 25 O O SHIMS SHIM ZLfq! % J 8 D-LO- T OPTIONAL TO 4 STYPICALEE � ANCHORS O 1• y zd 24 SPRING LATCH FOR SPACING f f � L) 1 1/2- 4' 4A O 2 N Q co, .i 27ZZu W • 8 17 J c01 og J q �.l a p Olt .92 iR EXTERIOR ,BY 0 WOOD BUCKS WINDOW WIDTH ; Z o TYPICAL ANCHORS XO LAYOUTSEE ELEV. FOR PACING OX OPPOSITE 3 S n Z M J O t VENT WIDTH N K i /4" MAX. ni Ip SHIM © O 25 1/SH MAX = O a M ro SHIMS n8 S aD I TYPICAL ANCHORS j y - n D.L.O. 7 PTIONAL TO D.LO. SEE ELEV. 24 SPRING LATCH as FOR SPACING Z y q^ METAL7! Og 41 STRUCTURE - - / 24A 1 _ -1/4 aO I R _ 1 _ O ILE 27 a 1BY m 4 WOOD BUCKS G n ' • C D.L. OPG. C floWINDOW WIDTH mTYPICAL ANCHORS • • .. • • • SEE ELEV. • •i �r� • • • • • • •//1111111 � O FOR SPACING • • . • • • • . . `�\1 1p Q//77 i \ � . 701M D • • • • • • • • • • • • • • • • • • • • • • %a�'•, gT � drawing no. FL #20359 ��®®�AL,,\\% sheet 7 of10 • • • • • • • • • • . • Sealed: 1/12/2018 9 N Q\. D { Q Q � � I O 5 \ yi ALT. FOR SPACING F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL 5 v N q\a) TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING a a1 1/4" . TYPICAL ANCHORS ci SEE ELEV. - FOR SPACING - w - ALT. • • • • • • • • • • •• • • • • ••• • N uor INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER - - o • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RID No. T>592 n ��®•'•. S � drawing no. FL #20359 ff Rfllt 111 sheet 8 of 10 Sealed: 1 /12/2018 3. 1) FRAME HEAD O FRAME SILL 062 .250_- _528 1.345 - O3 SILL TRACK 2. FRAME JAMB 1.189 .621 1.496 062 TYP. 9) VENT TOP/BOTTOM RAIL 2.4F.06-- 062 TYP. 2.076 1.189 1.531 © JAMB STILE { E�_ ff F-1.531- Oi VENT INTERLOCK ITEM PART IF QUANTITY DESCRIPTION MANP./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD - 2 MG301 1 FRAME SILL - 3 MG302 1 SILL TRACK INSERT U6-063-T6 4 M0303 AS READ. FRAME JAMB - 5 MG212 AS READ. FLUSH FRAME ADAPTER - 8 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG208 AS READ. GLAZING BEAD (5/16' GLASS) 6063-T6 - iGA MG209 AS REQD. GLAZING BEAD (7/16' GLASS) 6063-T6 - 108 MG210 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 13 MG305 AS RTEOD. ADD -ON SILL RISER 6063-TS - 14 MG321 4/ VEI4r ROLLER HOUSING @ GUIDE CELCON 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 #10 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 010 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS REQD. FIN SEAL W'SIRIPPING - ULTRAFAB 22 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLIVAN & ASSOC. 24A #8 X 5/8' 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WDW. HI -FLOW WEEPER PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 - AS REQD. SILL INSERT, 2' LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REQD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A - 2.844 � �. O�_ .680 .500 188 1.409 0621189 _ t3 ADD -ON SILL RISER D94 O 2.786--q _ - 6 FIXED MTG. RAIL.500 �j ` 1.000 • • 062 ! • -� • • • 1.122 • •• • • • f •�•• • Q F64R FfWC AL%1:R • • • •`=/F • •41!L INSERT .078 1.421 5831-- .458 -1 r-.134 .985 •• • • s .7181 O50 115 • � 1 I50 �gT65 • 8 .050 .865 i--• • f' i 1.029 10 • I--�.095 • • • • •® a b96• • • • �� F•-7,096 25 SPRING LOADED LATCH GLAZING BEADS FL #20359 mm b Z q h J VI q F' i a 0:00� O N X O�iy�LL 0OLd O a b O A OIV V1 N9.1 Ir m' ZO - aw�LLF LLzn_o 3 �0E Q WaMii U • J Z m `-' 0 o ~ z 3 J W � S O<tMw O � O 3 u r Z } N O J v i N0. 70M a. drawing no. ...... ":aca®�� W16-26 • s • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • • • • • 009 • • • • • 17 17 4ft� � h Z 00 a OR 8 0aoo� o� � � ZQN_ .: C1 vQ m J Q W WO f V JZ O z FRAME TOP CORNER O Z VENT TOP,/BOTTOM CORNER eD ? M 3 a' w� 17 o OaM � m Y� Z > n M O J M / / O .6 `o U d 3 •• ••• • • • • • •• C � 0 0 • • . • • • FRAME BOTTOM CORNER ' a _ N0.70592 = S • • . • • • • • • • • • • • • • • • • • • i• ®'•• 6 lot o drawing no. 6] FIXED MTG. RAIL CORNER FL #20359 AL, sheet l p of l p . • • • • • • . • • • • Sealed: 1/12/2018 • • • • • • • • • • ••• • • • ••• • • 1/14/2020 Florida Building Code Online '"MOM'' 4=7. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search ba pr Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature • •. • • • I"echnicil Representative �: •• AddressWonelmail •••••• • •• • • • •••••• • •• •• •• ••••• •••• •ssuran••••ce • • Quality Representative 00000 * * * * . AddressW9lione/9mail • • •••• •••• Category • •••••• •••• ••••• • • 6ubcatepry • • • • • compliance Method FL29676 New 2017 Approved Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com Windows Casement Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. W Validation Checklist - Hardcopy Received Certificate of Independence FL29676 RO COI SS - Series 600 Casement (LMI) - CLpdf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJwwM3n%2b4Th2dvgxOhsPeAXLgWrArK2zvGgpg3zK7sFg%3d%3d 1/2 1/14/2020 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 06/07/2019 06/ 12/ 2019 06/23/2019 08/13/2019 FL # Model, Number or Name Description 29676.1 Series 600 Aluminum Casement Large missile impact resistant aluminum outswing casement Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29676 RO II SS - Series 600 Casement (LMI) - DWG 19- Approved for use outside HVHZ: Yes 28F.pdf Impact Resistant: Yes Verified By: Javad Ahmad PE #70592 Design Pressure: +80/-100 Created by Independent Third Party: Yes Other: See installation drawing 19-28F for span vs. load Evaluation Reports combination and installation details. FL29676 RO AE SS - Series 600 CASEMENT - LMI PAE.pdf Created by Independent Third Party: Yes 000 • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • • • �e state of Florida is an AA/EEO employer. gopyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic • • • • • • • • •mail to tAs entity. fistead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), • Florida Sta4jufe , eifective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails • • provide *� ' 9Aed for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please • provide th ent with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., lease click here . •••••• • •• P ri�P�� P Y P P • • • • • • Product Approval Accepts: •••• •••• •••••• ® � • • eC reck M • • • • • • • • • • •0 • • • • • • Credit Card ...... .... a see* ...... Safe • • 696666 • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJwwM3n%2b4Th2dvgxOhsPeAXLgWrArK2zvGgpg3zK7sFg%3d%3d 2/2 .0000 r� AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT June 5, 2019 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series 600 Aluminum Casement Window (L.M.I.) Certificate of Independence Deai•Sks, ; As thettesign;epgi*er retained by Mr. Glass Doors & Windows, Inc. on the product referenced aboveI do hereby declare that I do not have and will not have any financial interest in any cdh�A.34 y marSA&Wring or distributing the above referenced product, nor do I have or will have aq)rfifmjncial iptere§t with any other entity involved in the approval process of the product. ***o .... .... ...... . . Sincerely, ""Plit p 1AH,,,"�, �.N070592 -3•. STATv'OF �: 4 'ONA� , ,%%" Sealed 6/5/19 IIII Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com `f AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D FL 29676 Detailed Product Description: Date: 05/31/2019 Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES 600 ALUMINUM CASEMENT WINDOW Maximum Width: 42" (X), 84" (XX), S3-1/8" (0) Maximum Height: 76" (X) (XX), 96" (0) Maximum Load: +80 PSF, -100 PSF (Large Missile Impact) Installation Drawings # 19-28F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. •••• Comparative analysis used X Yes _ No ' "" MijAd4tory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) w• Test • ; Description Test Location Test Report Date Test Report # Test Sealed By • w • • • • • 3/19/2019 HELTI-18-6079 Aisinfiltration Hurricane Engineering& . • ASTM fi83 996469 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE Leakage Testing Inc. .. w • .... 3/19/2019 HELTI-19-7004 • • STM EIL.QR . w: •. • 3/19/2019 HELTI-18-6079 • • "" ; Vrer Hurricane Engineering & • •ASTM E547 &• • • •. • • . PenetraTion Testing Inc. 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE TAS 202 3/19/2019 HELTI-19-7004 3/19/2019 HELTI-18-6079 3/19/2019 HELTI-18-6082 ASTM E330 & TAS Uniform Static Air Hurricane Engineering & 3/19/2019 HELTI-19-7004 Rafael Droz-Seda, PE 202 Press. Testing Inc. 3/19/2019 HELTI-19-7008 3/19/2019 HELTI-19-7011 ASTM F588 or Hurricane Engineering & 3/19/2019 HELTI-18-6079 Forced Entry Test Rafael Droz-Seda, PE AAMA 1302.5 Testing Inc. 3/19/2019 HELTI-18-6082 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Test Description Test Location Test Report Date Test Report# Test Sealed By 3/19/2019 HELTI-18-6080 3/19/2019 HELTI-18-6081 FBC 1626.2 3/19/2019 HELTI-19-7005 (TAS 201 & 203) Large Missile Hurricane Engineering & 1/19/2019 HELTI-19-7009 Rafael Droz-Seda, PE ASTM Impact & Cyclic Testing Inc. 3/19/2019 HELTI-19-7010 E1886/1996 3/19/2019 HELTI-19-7012 3/19/2019 HELTI-19-7015 3/19/2019 HELTI-19-7016 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ," ' �• �cENsO' , " NO 70592 :9•. STATF OF rZf Javad Ahmad PE # 70592 ,',%;e/ONACE ,%oSealed 6/7/19 AI-Farooq Corporation EB # 3538 • sees• s•sg ••�••• +sees •ges sees • • e • • • egos *see • •ss•es •+eg •egg+• e go•• g •• • g • • egg••• • e + 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com 38 9/16" _— - _ - • 76 5/16" 38 9/16" - WINDOW WIDTH • • • • • • • • • WINDOW WIDTH WINDOW WIDTH ! 4 m 30 7/16" : ' • • 40 7/14 • • SEE IMPOSTSHEET 60R5 30 7/16" D-LO. •.• ! • • • • D.L.( • W FOR CAPACITY HEAD • • • • • HEAD HEAD C FF q SILL • • • • SILL SILL r pj 4" MAX. _ SPACING SPACING SPACING HEAD/SILL _. _ SE NOTE 4" MAX. 4" SEE NOTE 4" �' - `.E NOTE rp$^ CORNERS BELOW •' • NCOEAD/ANFRS •;, ILL 7 ��'�-� BELOW CORNERS 8 HEADSIUL ELOW Q 0 v * \\ 9 o W = m GI r0 = m _ �{ n 3 w a s u -'_. W m /r -_ Z. BW F t V W 0 mUz i m; n 1�zJ ^ * moo m g n ^ g ttt111 mi oa 8 n ' ay�W O r > t0 O -.. 3i W W n '. p 11 QQ =O \ -N ejm Z Z Wm - '; �x II rn 3 IZ N If \ n B u \\ 1~ B \ \ /// 9 Z fi _ w 5 POINT LOCK —, :- j _ t C 37" x ¢ 37" _ m 37" ' m ¢ j w H- rm0 FALSE MUN7INS - <'mw jOCKING POINTS . __� FALSE MUNTINS FIX. VENT WIDTH W z,. O to r (SURFACE APPLIED) OPER. VENT WIDTH 2 ¢ SEE CHART OPER: VENT WIDTH z (SURFACE APPLIED) z S a ITT m MAY BE USED < O --- < MAY BE USED v 0 W of x WOW. HEIGHT. "PERS xx 0 $ OF V1 3 a UPTO _-_.._._-__ so Z } m 26" 2 ANCHOR SPACING: U 38-3/8" 3 14" O.C. MAX. FOR LOADS UPTO 80 PSF w p 50-5/8" 4 11" O.C. MAX. FOR LOADS ABOVE 80 PSF w lal W SERIES 600 63" 5 TYPICAL ELEVATIONS iLUMINIJM CASEMENT WINDOW 76" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. CHARTS SHOWN ON SHEET 6. SHUTIERS ARE NOT REQUIRED, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - -- APPROVAL, APPLIES TO SINGLE, DOUBLE OR TRIPLE WINDOWS REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE IN ANY COMBINATION OF OPERATING OR FIXED UNITS USING INCLUDING HIGH VELOCITY HURRICANE 'LONE (HVHZ). 0 INTEGRAL IMPOST IN BETWEEN. 19Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS �. ALSO TOP & BOTTOM COMBINATIONS OF FIXED/OPERATING OR TO THE BUILDING STRUCTURE. y OPERATING/FIXED IN SINGLE, DOUBLE AND TRIPLE UNIT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS COMBINATIONS USING INTEGRAL IMPOST IN BETWEEN. AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALSO SIDE BY SIDE OR TOP AND BOTTOM COMBINATIONS OF A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONCE, g `a FL #29676 CASMTJCASMT OR CASEMENT WITH OTHER WINDOW IYPES IN ALL SHIMS TO BE HIGH IMPACT, NUN -METALLIC AND NON -COMPRESSIBLE. MODULES OF TWO OR MORE WINDOWS USING FBC APPROVED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT A_r..OhTRAC roR ro RE RESPONSIBLE FOR THE SFLE 'I-'N, PURCHASE AND V\�tT}TII MULLIONS IN BETWEEN. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE INSTALLATION OF THIS PRODUCT BASED ON T Is PRODUCT rvALUATHON `�' t.P rri� m LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, PROVIDED HE/SHE Does aor OEruTE FROM THE coNOITIO.Ns rsrcA,LEG APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION on nags oonIMENT +T i 6- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Na. 10592 r ALTERED BY ANr MEANS OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR . _ r r $ WATER INFlLTRATfON RESISTANCE ETC. c-SHE sPEcrrc PRaccrs SHALL BE PREPA.eFn nI A FLORID. RFGISTE..L.G y ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E V.R.). CONDITIONS NOT SHOWN IN THIS DRAWING ARE 70 BE ANALYZED SEPARATELY, FOR TIC PRO,EC.r AND wHO WILL BE RESPONSIBLE FOR THE PROPER: AND TO BE REVIEWED BY BUILDING OFFICIAL. USE OF THE P Co ENGINEER OF RECORD, ACTING AS A DELEGATED drawing • no. ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UT-FR THE SITE Ce. MANUFACTURER'S LABEL SHALL BE LOCATED QN A READILY VISIBLE LOCATION SPECIFICDRAWINGS FOR REVIEW. i gI`�' CR10%`.•'_ IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. AND ORIGINAL SCAT AND s.CNATURE OF `4r'�'y � ``� 1 9-28F D-THIS Pk.. p. SHALL BEAR THE PATE 4p LABELING TO COMPLY WITH SECTION 1709.9.2' THE PROFESSIONAL ENGINEER OF RECORD -HAT PREPARED IT. rrrj Y; � \>> sheet 1 Of 14 Sealed 6/7/19 38 9/16" • • • • 76 5/16" 38 9/16" 4 y f WINDOW WIDTH • • • , " WINDOW JVIDTH WINDOW WIDTH #I • , • • 30 7/16" D.LO. • • • • • • • • • , .68.T/i • • ' O!L.0! 30 7/16" D.L.O. Z q p HEAD TRANSOM ANCHORS SEE SHEET 10 ' • • • , . , • HEAD HEAD FF J7d. Z g F W LL SPSIACING FOR CAPACITY SILL SPACING TRANSOM ANCHORS SILL SPACING tRgS 4" MAX.F HEAD/SILL SEE NOTE'! 9 BELOW ' • • , 4" MAX. "SILL . F SEE NOTE g• BELOW OR CAPACITY SEE SHEET 104 - - F SEE NOTE 9 BELOW p ` O l� CORNERS • CORMERS : 00 • : • • • • : : a. • t • CORNERS 19 �1Y1 �t N m o 9 —_ 10 a� N 10 N m 0 9 1J O ..-\ 1• W 7 �Qp 77 .._-7 8 9 n h 3 .1 O LI _ 2 S / w _ 3 S UU __ / n O J / II O~ \ r n O J I O 3 0 'f UZW O> II Q O n - UZO ~c Z O a \..: rf ____= yam W \-'--II mN x B;; G;, 9 a In LL t I I't I, 1 1- FALSE MUNTINS 37' OPER. VENT WIDTH �S m 3 = 3d FALSE MUNTINS 37'- OPER. VENT WIDTH 4• m w z rc FALSE MUNTINS APPLIED) 37' FIX. VENT WIDTH X� m a i w o w J N ca r (SURFACE APPLIED) MAY BE USED a c0i (SURFACE MAY APPLIED) BE USED TYP' < U (SURFACE MAY BE USED a: v � O U IMPOST ANCHORS SEE SHEET 6 FOR CAPACITY ( 0/X) ( 0/XX ) ( 0/0 ) ANCHOR --3AC1N : 14" O.C. MAX. FOR LOADS UPTO 80 PSF 11" O.C. MAX. FOR LOADS ABOVE 80 PSF TYPICAL ELEVATIONS c 0 K u c u 0 0 W `-`tT1��1gp111111/1j' ' N 0 140.70592 3 �� TA drawing no. D?*-'.' ` 19-28F FL #29676%7�eai��1�`�� sheet 2 of 14 Sealed 617/19 76 5 , 6- u U WINDOW WIDTH •• •� w +• • • • • + WINDOW/WDTH + • • • a 30 7/16- IMPOST ANCHOR] • • • • • w • • 30 7/16- IMPOST ANCHORS • SEE SHEET 6• ,. • 'r • • • • • • SEE SHEET 6 Z q D.L.O. FOR CAPACRY • • + • • DFOR CAPAC • .CAPACITY O y gg J " 7 z 4, HEAD • • • • LL SILL j• `F•d z TYP. SPACING SPACING e a 4- SEE NOTE• • 4- MAX. ;� 4- ftEE NOTE G �' O HEAD/SILL A F BECOME • • • • • HEAD/SILL-1 _ BELOW Q N ` c� CORNERS 7 9 • • • • • • `Q?NERS ?/ d q 1-- I - �! I: I !� I �•�•; ... �. •• I ;- 'I 1 .1 I� f ! i I L I , , $ �� e3p3 10 TTYP l0= n IZ, f� -VI �= n 3 n J { m z.. gc 30 ^ ^ >WZ ^✓il/ m U z S ^ to o wm z ^ m -` Ww ao \ n ,_ ao El W$ En - mm - - mZ Z N M m FALSE MUNTINS 37- = FALSE S 37• z m a10 tv (SURFACE APPLIED) OPER. VENT WIDTH rc (SURFACE APPLIED) OPER. VENT WIDTH O ' o: 0 ao MAY BE USED < MAY BE USED00 o ( XO } SHOWN ( XXX } SHOWN $ 3LZ (Ox} (xxo) Zoo ( O0) ( Oxx) W N o v QY W -i ( X00 } N m 00 m ANCHOR. SPACING; ( OOX ) 14. O.C. MAX. FOR LOADS UPTO 80 PSF ( 000 ) 11. O.C. MAX. FOR LOADS ABOVE 80 PSF ( OXO ) ZYPICAL ELEVATIONS 0 O u N r C N O 0 j ```1111111111i////' o c �?:•• CBN �°� i No. 70592 - 1 �? =jiE ' s a 0 '•, A drawing no. FL #29676 ��//�/�®1IA �`�sheet 3 of 14 Sealed 617/19 . . ... . . . ... .. . . .. . . . . . . . .. . . .. . . . . ....... .... . • • . . • • • • .. • • • • • • • • • • • • •WINDOW WbTH • • • • • • • • • • • • • • • • • • 89 7AW O • D.L.O. HEAD SILL SPACING TRANSOM ANCHORS 4* MAX. • • • • • G • • • • • • • • • • • • • -; NOTE SEE SHEET t0 FOR CAPACITY HEAD/SILL • • • • • • • • • • • • BELOW CORNERS O u \ H m 1J0 w 8 /// 10 / \_ \0 a�0 m -j m � O — O — - +— \ 28 1/4'--' �.# mw FALSE MUNTINS (SURFACE APPLIED) OPER. VENT WIDTH TYP'¢ MAY BE USED IMPOST ANCHORS v V SEE SHEET 6 FOR CAPACITY ANCHOR_ SPACING; ( O/XOX ) SHOWN 14' O.C. MAX. FOR LOADS UPTO 80 PSF ( O/XXO 11' O.C. MAX. FOR LOADS ABOVE 80 PSF 0/OXX O/X00 O/OOX ) ( 0/000 0/OXO ) TYPICAL ELEVATION FL #29676 00 - - - Sealed 6/7/19 drawing no. 19-28F sheet 4 of14 •• •w s • • •• •• • 1/8" HEAT STREW. GLASS ' • • • • 3/16" HEAT STREN'D. GLASS 090" Interl, • • • • • • r , .090" Intenayar Trosifol PVB • • • • • • • • • T. if I PVB By 'kuromy erica•• In: • • • • • • By •kuromy America, Inc.' 1/8" HERT"ftEN'Iff GLASS • • • • • • 3/16" HEAT STREN'D. GLASS m12 11 f z.f• • l� 71 St IZON� • • • SILICONE m 6 SOW 79 • • • • • • 6• • I DOW 795 M I •• f • • 1 r"'••s •� II II f 11 II —' 15 ! 1 AT 1/4 POINTS ON LITES 15 - AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE 't3' 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosif I PVB By 'kuramy Americo, Inc.' 1/8" HEAT STREN'D. GLASS 12 1D m SILICONE � � 7 DOW 795 n y � II �f l.�K `~ �I Li AT 1/4 POINTS 15 ALL SIZES GLASS TYPE 'Al' 11/16" OVERALL 1NSUL. LAM. GLASS 1/4" AIR SPACE CONSISTING OF: 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' VO N "t �. a 5 0 q F ksi Z u e 0 o W WW U' O ~ pp W � Z d U o 3 z o I o yl o Z 3 a ai W U W K � zL0 m' OD J O 0 �3 Li � Z W co0R O M • c • P o No.70592 •ui �i7" o .. s a ��•' �` A OF drawinge no. FL #29676 '•,,®P�t {{{{'' sheet s ot14 Sealed 6/7/19 . ... . . . •• •. .. ..• . . . .. .. . • . . . . . . . • . . ... . . . . 0 % CAPACITY - PSF SEMENT (XX SIZES) :.. ON 4 HORS-- /POST L�qV • • • • 0iASS TWE3 • I'• • • • A', 'Ali k '111 • BO.0 80.0 80.0 50 80.0 80.0 50.0 80.0 Boo 30.0• •• 80.d•• •E0.0 • • 84P • • �• • • •50-04 • • • Bo.0 BOID • I• • 50.0 1D.0 000 • �,0' • • • • 'o Bo.O 80.0 80.0 74.1 80.0 80.0 _ 50.0 80.0 80.0 77.7 BOO 80.0 53.5 00.0 8MO 30.0 $0.0 80.0 56.7 00.0 80.0 53.5 90.0 80.0 75.9 80.0 80.0 56.5 BO.o 80.0 44.5 80.0 80.0 71.4 80.0 80.0 52.9 80.0 80.0 41.4 BOO 80.0 40.7 80.0 80.0 30.0 80.0 80.0 30.0 80.0 80.0 BO.0 80.0 80.0 90.0 80.0 80.0 30.0 80.0 80.0 30.0 80.0 80.0 50.0 80.0 80.0 50.0 80.0 80.0 50.0 80.0 80.0 BO.0 80.0 80.0 77.9 77-9 77.9 70.5 70.5 70.5 50.0 80.0 80.0 50.0 80.0 BO.0 76.5 80.0 80.0 55.3 80.0 80.0 56.6 77.9 77.9 53.8 70_5 70.5 30.0 80.0 80.0 77.7 80.0 80.0 51.2 80.0 BO.0 51.5 80.0 80.0 45.8 77.9 77.9 WIDTH DESIGN LOAD CAPACITY - PSF FlXED CASEMENT ( 0 ) GLASS TYPES GLASS TYPE FRAME DIMS. A' k'Al' 'B' WIDTH LENGTH DR.(+) _ INT.(-) EXT.(+) INT.(-) 19-1/8' 80.0 80.0 80.0 100.0 26-1/2' 26' $0.0 80.0 80.0 100.0 37" $0.0 80.0 80.0 100.0 53-1/8" 80.0 80.0 80.0 100.0 19-1/8' 80.0 80.0 80.0 100.0 26-1/2" 38-3/8' B0.0 80.0 80.0 100.0 37' 80.0 80.0 80.0 100.0 53-1/8 77.1 77.1 77.1 96.4 19-1/8' 50.0 80.0 80.0 10D.0 26-1/2" 50-5/8' 80.0 80.0 80.0 100.0 37" 80.0 80.0 80.0 100.0 53-1/8" 55.5 58.5 58.5 73.1 19-1/8" 80.0 80.0 80.0 100.0 26-1/2' 56" 80.0 BOO 80.0 100.0 37' 80.0 80.0 80.0 100.0 19-1/8' 63" 80.0 80.0 00.0 100.0 26-1/2' 80.0 80.0 80.0 100.0 37' 80.0 80.0 1 80.0 100.0 19-1/8" I 80.0 80.0 80.0^ 0.0 10 26-1/2' 72' i 80.0 80.0 80.0 100.0 37" i} 80.0 B0.0 80.0 100.0 19-1/8' i 80.0 80.0 80.0 100.0 26-1/2' I 80.0 80.0 80.0 100.0 37' 78' � 80.0 80.0 80.0 100.0 38-1/2" 80.0 80.0 80.0 100.0 24' 80.0 80.0 80.0 100.0 30" I 80.0 80.0 80.0 100.o 32" 48" 80.0 80.0 80.0 100.0 36' 80.0 80.0 80.0 100.0 42' 70.5 70.5 70.5 88.1 48" 61.7 61.7 61.7 77.1 24' 80.0 80.0 80.0 100.0 30' { 80.0 B0.0 80.0 100.0 32' 60' 80.0 90.0 80.0 100.0 36' I 80.0 BOO 80.0 100.0 42" 70.5 70.5 70.5 88.1 24" 80.0 80.0 80.0 100.0 30" i 80.0 80.0 80.0 100.0 32" 72' 80.0 80.0 80.0 100.0 36' 80.0 80.0 80.0 100.0 _ 24' 80.0 50.0 50.0 100.0 30" 84' 80.0 80.0 00.0 100.0 32' 80.0 80.0 80.0 100.0 24' 96' 80.0 80.0 80.0 100.0 L W 3 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. FL #29676 ``\\\\\IIIIII/)r77T i I No. 70%2 Sealed 617/19 c �2 b 0 � c n 0 1 drawing no. 19-28F sheet 6 of 14 1B1• TYPICAL ANCHORS WoM m" SEE ELEV. _ _ 2 14 I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . J • • • • • •• $•G• • • • • • ED6i • • • 3 • • EDGE • • •4 DIST* • • • g • • • DIST ••• • __-- --mT3 •• Of • _l10 •• 1•• •• F S • ♦ ♦ • •.�� ---� • • • • • • • • • • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 21 r 1 ° d I. ne -----`'......--... a a. EDGEOIST. 8 = rrnlcAL ANCHORS ° SEE ELEV. FOR SPACING Fr ------ _--_______,� METAL STRUCTURE I F.B.C. APPROVED I I I MULLION ✓# MULLION ANCHORS I� SEE SEPARATE NOA �I EDGE DIST I 11 '( -- ------------'2I TYPICAL ANCHORS SEE ELEV. I1 FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING SS; 16• DIA. ULTRAwN-_qy,_'_EL_ (Fu-177 KSI, Fy=155 KSI) w w INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 m � z 0 U) THRU 1BY BUCKS INTO CONC. OR BLOCKS 5' 0,0) m 00 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ;k, _j o 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS N Z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) of N o 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) N 'a 5/16" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS AND INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) `o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) u u CRMCAL_EIL�LSTINCEGE DISTANCE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. " INTO WOOD STRUCTURE = 1" MIN. c• INTO METAL STRUCTURE = 3/4" MIN. 2 ;6 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. `11111I 111I/ 2 c° CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. � ��/ `�� C-90 HOLLOW/FLLED BLOCK AT JAMBS f'm - 2000 PSI MIN. '• 0 � No. 70M ti (� '•. 7A OF drawing no. FL #29676 ��i/�`� sheet 7 of 14 Sealed 6/7/19 1/4' MAX. ^ SHIM C 14 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM METAL STRUCTURE . . ... . . . ... • . . ... . . . . .. . • • • • • 1/R" MAX. • • • • • • • • • • • • • • • •1 • • I •1�• WQOD BUCKS • t • 22 • • • • • ATYPICAL ANCHORS - • • ••I �, >Y• • • i.EEE ELEV. FOR SPACING • • Nr •I �, • * • �Ililtt • ' • s • • • •;-, • • II{ • o r • EXTERIOR O.L OPG. 2 14 i VENT WIDTH WINDOW WIDTH EXTERIOR 14 2 D.L OPG. _ 2 14 VENT WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL TYPICAL ANCHORS $w ELEV. . WINDOW WIDTH WINDOW WIDTH 1/4" MAX. SHIMS d TYPICAL ANCHORS SEE ELEV. FOR SPACING —_je_svJ e a _ r n L 1 d, _ c O i w H l (7 1BY I. < WOOD BUCKS I a.. D.L. OPG. 0 o q n �11/1//j`/' 0 0 11 �7q c N ice m_ No. 705M '_ o OF Z' drawing a no. %yA; oR�oP.•®``' 19-28F FL #29676 '''7®d�6AP`\`` meet 8 of 14 Sealed 617/19 u� N 0 q A F � J L a V O 0 Ell Mo M, OC1j1 O �Ct 0 Sn��J � uTi H r d 3 � m O I w 8 w W �'o J o (Ni�31i Y' m Z } n w 00WR N D J . . ... . . . ... ` 1B'Y TYPICAL ANCHORS WOOD BUCK SEE ELEV. f FOR SPACING EDGE DIST I • i i • • • f ,. • • • d 4 • 4 ` • • • • • • +• + ._ j • • • w • FRAMES RAM BE RSED AT ALL SUBSTRATES SHOWN __ __..... ON SHEETS 7 AND 8. 14 -3 r •• • • • • ••+ •• 10 1/4' MAX. II: SHIMS CH - iffy WOOD BUCKS • 7_ 1 19 10 I I� TYPICAL ANCHORS I' SPACING FOR O W Z 2 O 3 J 0 3 x a w F X W 14 O 10 19 3 1 f � a - EDGE VIST.- . 8 e -- TYPICAL ANCHORS SEE ELEV. • FOR SPACING EXTERIOR 14 ) 3 D.L. OPG. FIXED VENT WIDTH WINDOW WIDTH 0 0 u w 0 N • O p AN 0D o ` N0.70592 - o i OF - ORIDP- ✓�'��dAvY drawing no. 19-28F ��`� FL #29676 h,111tn1+++ _ -- sheet 9 Of 14 - - Sealed6/7/19 TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. WrITIOUT WITH REINF' NO, OF ANCHORS AT iRANSOM END' OPNC. WIDTH HEIGHT (H1) HEIGHT (N2) INCHES INCHES INCHES REM. 48 _ 50.0 80.0 2 50 80.0 80.0 3 62 36 24 80.0 80.0 3 74 80.0 $0.0 4 86 - 80.0 4 98 - 80.0 5 48 80.0 80.0 3 50 so.a 80.0 3 82 38-3/8 24 80.0 80.0 3 74 60.0 80.0 4 86 - 80.0 4 98 - 80.0 5 48 80.0 80.0 3 50 80.0 80.0 3 62 '', 48 24 80.0 80.0 4 74 80.0 80.0 4 86 - 80.0 5 98 - 80.0 6 48'. 80.0 80.0 3 50 90.0 80.0 3 62 50-5/8 24 80.0 80.0 4 74 80.0 80.0 4 86 - 80.0 5 98 - 80.0 6 48 80.0 80.0 3 50 80.0 80.0 3 62 56 24 80.0 80.0 4 74 80.0 80.0 5 86 - W-0 5 98 - 80.0 6 48 80.0 80.0 3 50 80.0 80.0 3 62 60 24 amo 80.0 4 74 80.0 80.0 5 86 - 80.0 6 98 - 80.0 6 48 80.0 00.0 3 50 80.0 80.0 3 62 63 24 80.0 80.0 4 74 80.0 80.0 5 86 - 80.0 6 98 - 78.5 6 48 80.0 80.0 4 50 80.0 MO 4 76 24 62 80.0 80.0 5 74 80.0 80.0 6 WIDTH • • • • •' • • • • • • • • • • • • •• • • • •TRANSOZ ANCHORS' • • • SEE CHART LEFT QUANTITY / /FOR \ \ ' ^J EXTERIOR 14 1 S 1 D.L. OPG. �FIXED VENT WIDTH 10 19 3 4 REINF. 5 AS REM SEE CHART LEFT 14 2 `7111TI L111.Ir7 NU. 70592 A FL #29676 Sealed 6/7119 0 _L u • V c• O O � o c � � a a $ a 5 drowing no. 19-28F sheet 10 of 14 EDGE DIST. s I I ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. h FOR SPACING OB ALT. s -. r v EDGE DIST. _ • � • • •• , • !iY.QRD F�MLLION ANCHORS EDGE qST LRE• • : N• • , OA• ttI • 000 J 4 EDGE DIST. j I 1 .. 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4• MAX. TYPICAL ANCHOR' SEE ELD FOR SPACIN, R h INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER SEE SHEETS 7 THRU 9 FOR WINDOW DETAILS r `0_ U N • C. 4 0 ``1111111lf/ff7 0 0 � � o No. 70M o r —�0T' OFF drawing ` no. ,11 A FL 29676 ,,„1111„o sheet 11 of 14 Sealed 617119 1 E-602 4/ WDW. FRAME 6083-T6 • • • 2 E-601 4/ WOW. OPERABLE VENT 6063-T6 • • • • • • • 3 E-604 4/ WOW. FIXED VENT 6063-T6 • • • • • 4 E-603 AS REDD. IMPOST 6063-T6 • • • • � • • �' ' 5 E-605 AS READ. IMPOST REINFORCING 6063-T6 6 E-8001 4/ LITE GLAZING BEAD (WA. GLASS) 6063-T6 - 7 E-9003 4/ LITE GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 8 E-212 AS READ. FLUSH ADAPTER 6063-T6 - • • • ' • 9 E-2037 AS READ. CORNER KEY 6063-T6 - • • • • • • • 10 E-1018 AS REOD. FIXED VENT COVER 6063-T6 - : • 11 G-3001 AS REQD. INTERIOR GLAZING GASKET SANTOPRENE - • • • • • 12 G-601 AS REDD. EXTERIOR GLAZING GASKET (5/16" & INSUL. GLASS) EPDM DUROMETER 7035 SHORE A 13 G10-04 AS REOD. EXTERIOR GLAZING GASKET (7/16" GLASS) EPDM DUROMETER 70±5 SHORE A 14 G-3005 AS REOD. BULB W'STRIPPING SANTOPRENE - 15 G-602 2/ LITE SETTING BLOCK SILICONE - 16 PJS45-SS AS READ. CORNER GUIDE ST. STEEL - 17 /10 X 1/2" AS REGO. CORNER ASSEMBLY FASTENERS SF. STEEL FH SMS 18 /10 X 1-1/2" AS REDD. IMPOST ASSEMBLY FASTENERS ST. STEEL FH SMS 19 #10 X I- AS READ. FIXED VENT FASTENERS, AT 3" FROM ENDS & 13" O.C. ST. STEEL FH SMS 20 - 2/ VENT HINGES - - 21 - 1/ VENT OPERATOR - - 22 - 1/ VENT MULTI POINT LOCK - - SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DOWSIL 795 SEALANT. LOCKS. OFLON-0 MULTI POINT LOCK SYSTEM BY 'INTERLOCK' MULTI POINT LOCK SYSTEM BY 'ROTO FRANK OF AMERICA' AT FRAME JAMB AT FRAME JAMB LOCK OPERATOR AT 12-1/2" FROM SILL LOCK OPERATOR AT 11-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH 9 GUIDES LOCK BAR SECURED TO JAMB WITH 8 GUIDES SPACED AT 10" O.C. MAX. SPACED AT 10" O.C. MAX. EACH GUIDE FASTENED WITH (3) #10 X 1/2" P FH SMS EACH GUIDE FASTENED WITH (3) #10 X 1/2" P FH SMS 5 NYLON KEEPERS AT VENT FACING LOCKING POINTS 5 ST. STEEL KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 15" O.C. MAX. SPACED AT 17" O.C. MAX. EACH FASTENED WITH (2) /10 X 5/8" P FH SMS EACH FASTENED WITH (2) #10 X 5/8" P FH SMS HINGES: 'STORM816' FRICTION HINGES BY 'SECURISTYLE' LOCATED AT TOP AND BOTTOM CORNERS FASTENED TO FRAME WITH (3) #10 X 1/2" P FH SELF DRILLING SCREWS FASTENED TO VENT WITH (3) #10 X 1/2" P FH SELF DRILLING SCREWS OPERATOR: OP I101441 1 OPTION #2 DUAL ARM ROTO OPERATOR #C001-0251 BY 'INTERLOCK' ',DUAL ARM ROTO OPERATOR #OP06-7785-AS BY LOCATED AT SILL END 'ROTO FRANK OF AMERICA' FASTENED WITH (8) #8 X 1/2" P FH SMS LOCATED AT SILL END FASTENED WITH (9) #8 X 1/2" P FH SMS SNUBBERS: 'AS02' VECTOR SECURITY DEVICE BY 'ASD' LOCATED AT JAMB AND HINGE STILE AT 11" FROM TOP AND BOTTOM EACH FASTENED WITH (2) #10 X 1/2" P FH SDS. 'CPB1' PULL IN BLOCK BY 'SECURISTYLE' LOCATED AT JAMB AND HINGE STILE AT MIDSPAN EACH FASTENED WITH (2) #10 X 1/2" P FH SOS. NOTE: FOR CASEMENT INSTALLED WITHOUT OPERATOR MAXIMUM PUSH OUT OPERATING FORCE < 5 LBS. NO PINCHING OR TWIST OF WRIST IS REQUIRED TO OPERATE. `0 0 G 0 . o 'o _ No.70582 _ 7 3 •'• " �® A C '' O. .. R ,.......•' drawing no. 19-28F FL #29676 774�4LN`` sheet 12of14 Sealed 6/7/19 3.117 - .855 z.960 • •• •. • • • 1.82% • • , • �(� 2 I m .060 r� .: N .078 1.731 -.. 73 950 • • • 1l78 , , • • • • • • • �• C F a W q < 3.402 .125 TYP. I� 2.902 1 v� -i;`r--1 _ )c, 17 ( +i (+i S 6 QQQ 0 :. 4 0 f .538 • Oil 00 • • • . v • • 2.612 o. y GLAZING BEAD (LAM. GLASS) «i • �V • • • 460 • q n �po If •. • • • • ••• •• •. ,i .i Q . 2.848 .520 ,060 TYP. rl �-1.266-% 6 0'.( y �J FRAME .850 . 1073 ➢�-.-I.633 O FIXED VENT i 2 �j? o i2 2.791 - - 1.829-._. -�{ .950 L---' .840 241 < W �.,. 593 O GLAZING BEAD (INSUL. LAM. GLASS) .055 Z r 0 Oo 3.272 2.322 .869 - 2.708 .062 W FIXED VENT COVERLj Y $ c .078 TIP. TYP. ' ICJ.:_.. .674 3 y� 8 .500 -r - 2.913 - �I IF•2.786 z oO - N V OPERABLE VENT Q FLUSH ADAPTER M 00 0 - 3.117 w L .076 np �1II 2.199 99 W-2.199 2.475 1.530 5.993 u CORNER KEY w y - . I - F�2.066 2.740 c w A o 04 .125 - n IMPOST 1.786 1.249 2.194 `1111111111}}}/// No. 70592 '�.c i \ L1.395--i �: A �^ drawing .375 no. 19-28F C IMPOST REINF. FL #29676 /7��0�1�� .sheet 13of 14 Sealed 6/7/19 • 17 VENT CORNER 9 17 g 17 n FRAME CORN€B 9 i /I � � I r: i I' r Pda.70582 `Y: OF FL #29676 Sealed 6/7/19 c a `o 0 �v y.. N a n � o 0 5 drawing no. 19-28F sheet 14 of 14