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WS-19-2909A/L9� �2,, ` .,� WSol2ob I job 2109 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-12-19-2909 J5 PG Permit Type: Windows/Shutters 0' Classification: Window/Door Replacement ih 6Permit Status: Approved Issue Date:12/17/2019 F Expiration: 06/15/2020 Location Address Parcel Number 1400 NE 104TH ST, Miami Shores, FL 33138 1122320320270 Contacts ROBERT & HELEN SHIPPEE Owner BEST HOME PROTECTION WINDOWS Contractor 1400 NE 104 ST, MIAMI SHORES, FL 331382664 AND DOORS INC YASMANY IGLESIAS Business: 7863713126 bhp@bhpwindows.com ns ecti Description: REPLACEMENT OF 9 WINDOWS Valuation: $ 7,899.00 Ion Requests: 762 4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $1.60 Scanning Fee $9.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $215.00 Payments Date Paid Amt Paid Total Fees $215.00 Credit Card 12/17/2019 $165.00 Credit Card 12/09/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Villag n accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate pe rr ' s\qprrequired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OW�IE= FIDAVIT: I certify all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul ing ction and z g. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent December 17, 2019 Date Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village ENTERED Building Department DEC 04 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201-- vl� Master Permit No. w S— Z" q 2 - T Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: LQVF 10Y .ST MIAM-20RE51 EL .33139 City: Miami Shores County: Miami Dade zip: 33131 Folio/Parcel#: 11- a-.32 - 032 - 02 ?0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): HLLEW 5H 12R Phone#: Address: 1440 14JE 10 y .5% M lAM 151- RK 5 rL 3;� j �8 City: MI A M I 5 rcoREs State: 1=l_ Zip: 3 313$ Tenant/Lessee Name: Email: one#: CONTRACTOR: Company Name: BEST HOAE B&Z-6 /0/0 Phone#: Address: i.M12 SO 6fK I -A) City: M//FIL11 State: /'L Zip: Qualifier Name: �f /}� j}hI �% I CyLE51 S Phone#: Cj7d6) 3 7l 3>26 State Certification or Registration #: 5LC VMJ5 �2 03 Certificate of Competency #: DESIGNER: Architect/Engineer: Fj - Eft-R600 Phone#: .26Y -elo0 Address: i1360 .SUV5CI- DL City: MIAM ( State: j(_ Zip: 3/�3 Value of Work for this Permit: $ ?• 134 Q Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New © Repair/Replace ❑ Demolition Description of Work: 1?rRJ,-'EAF. AJT 0,E 1 r 2/ti615 Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ 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. Signatures !7/ Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2! day of Q01J07'M0*L- , 20<10 by Z 1 day of ti344 GyAf"X L 20 6 by 'H/PCE who is personally known to YA5N,fyy 16CL516 , who is personally known to m o h has produced as me o Wh as produced as ide ti U n and who did take an oath. identi 'c ti and who did take an oath. NO AR BLIC: NOTAR B IC: Sign: Sign: Print: i N Print. 04 =' LAP u ^4► Notary Public State of Florida Seal: r `t; Ernesto Sanchez My Commission GG 208479 Seal: d►Y Notary Public State of Florida �, Mq ComOmissitonhGG 208479 Expires04/1B/2022 d Expires04/1812022 p� ********************************** ********************************************************************** APPROVED BY t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: C y .ot Qualifier wner Signature Date Print ame � I r t I 1 UO , � MG Series 300 LMI MG SERIES 600 LMI Horizontal Roller XO CASEMAN X 73 3/4" X 50 1/4" 36 3/4" X 50 114" NOA FL#FL20352-R2 NOA FL#FL29480 I F BEDROOM LOSE' MG Series 300 LMI LOSE Horizontal Roller XO 73 3/4" X 50 1 /4" NOA FL#FL20352-R2 "n,dsrow LOSE BATH LOSE BEDROOM MG Series 300 LMI Horizontal Roller XO 73 3/4" X 50 1 /4" NOA FL#FL20352-R2 MG Series 300 LMI Horizontal Roller XO 36 3/4" X 25 3/4" NOA FL#FL20352-R2 PORCH LIVING MG Series 300 LMI Horizontal Roller XO 73 3/4" X 25 3/4" NOA FL#FL20352-R2 MG SERIES 600 LMI CASEMAN X 36 3/4" X 50 1 /4" NOA FL#FL29480 KITCHEN DINING MG Series 300 LMI Horizontal Roller XO 73 3/4" X 25 3/4" NOA FL#FL20352-R2 BHP Windows And Doors 13872 SW 46 Lan MIAMI. FL 33175 786 - 371 - 3126 12/06/2019 BEDROOM MG Serie4dW94- l Mgdzonta? Roller XO • •' : • • 393/4" X7513/4'• • • • NOA FL# L20M2-R2 • • • • • • LOSE BATH • •• • •••• • •••• •• • •• • ••••• •••••• • mesna.. ss•�aaw ' • • • •••• •••••• • • e+f X STING TO REMAI • • • ram.• • • •• • UTILITIES • • * • • • w N+ Lu w O a x x to Z Z W W w x Q h iv E o z w z 0 v GARAGE N w a I I I I I I --------------------- 1EXISTING TO REMAI A-1 WINDOWS & DOORS Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE VANAL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 139940-9749 Date Requested: 12/2/2019 6:26:41 PM Client: Liovanis Fleites Mailing Address: Liovanis Fleites Best Home Protection Best Home Protection Windows And Doors Windows And Doors 13872 SW 46 Lane 13872 SW 46 Lane Miami, FL 33175 Miami, FL 33175 Project Address: 1400 NE 104 ST Job Name: Helen Shippee MIAMI SHORES FL 33138 Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.03 Velocity Pressure Coefficient (Kz) 1.03 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 68.7 psf Velocity Pressure (Qz) 68.7 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2019 , Copyright AI-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Wind Pressures (PSF) Trib. Area (ft Z) Zone 4 1 Zone 5 10 +48.6 1 -52.7 1 +48.6 1 -65.1 ZONE 4 17-71 d-10% OF LEAST HORIZONTAL DIMENSION ZONE 5r-1 HEIGHT'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT H 'd� .� d d d Valid Only with Engineer's Seal 12/2/2019 T w..r.�.n - U m� u C , BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats Q Facts I Publications I Contact Us I BCIS Site Map I Links I Search a ��,►►((■■11 ••pp�����—�,�`JJ�`//�, Product Approval r 00 USER: Public User Product AoorovAi Menu > Product or Aoolicetlon Search > A000rithn Ust > Application Detail FL # FLTVI-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C7 Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulisesomrglasswindows.com Authorized Signature Ulises Senarls ullses@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 Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed ]avad Ahmad the 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. 1vJ Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI SS -Series MG-300 Alum Horizontal Slidina Window (LMI-SMI)-CI 2017.odf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 • • • • • • • • • • • •1994 Equivalence of Product Standards • • • : : : • i • • Certified By • • • • • • • • • • • • Sections from the Code •• ••• •• • ••• ••• • • • • • • • • • • • • ••• • • • ••• • • Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 I 120359.1 I Series MG-300 Aluminum Horizontal I Large missile Impact resistant aluminum horizontal sliding I I Sliding Window window. 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 vs. load combination and Installation details. FL20359 R2 II SS -Series MG-300 Alum Horizontal Slidina Window (LMII-2017 DWG W16-26.Ddf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Slidina Window (LMII -PAE 2017.Ddf Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Small missile Impact resistant aluminum horizontal sliding Sliding Window I 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 W16-28 for span vs. load combination and installation details. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window(SMI)-2017 DWG W16-28.odf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Slidina Window(SMI) -PAE 2017.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses am public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact $50.487.1395. -pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. 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 personal address, please provide the Department with an email address which can be made available to the public. To determine if you am a licensee under Chapter 455, F.S., please click JIM. product Approval Accepts: El M Credit Card Safe .. .... . . . . .. . ......... . Is .. ... .. . . . .. .41 ee• e• . eee eee e • . e • e . e . . . .. . .. .. . Goo e e 41e 000 000 e e eee e e e e eee e ee e . . Is. .e . . . . . . .. ee ... a .. .. ... . . . .. . . ,,.. 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 product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, Pp �AHM��� a ��4�c�`' • • O R 1 P' ���c'� Sealed: 1 /12/2018 /ONA;?�`�, Javad Ahmad, P.E. ff.Chief Eroneer • • .. 000 ••• ••• •• . . • • . . . . . .. 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfaroop@afcene.com or • • • • • • • • • • • .• .• • • • •• •• ••• • • • ••• • • 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/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. 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 requirementoofthe 2017 Florida Building Code. Evaluation Report Engineer: .: .": R,yy%�s% • �No 70582 ' f - Javad Ahmad PE # 70592 .. •.• i$.. 5+^� oF'� ••• AI-Farooq Corporation EB # 3538 •• • •• eal : 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.com I alfarooq@afcene.com • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a iNDNS (2) ADDL ANCHORS CHAAPPLIED) SEE SHEET 4 ANLlIIRS ISIsm6' MAX. ON SHEET � - ---[AY4) ARC. STILE ENDS HEAD/SILL ^ AT 4' O.C. rnaNCAS H II I 11 D 1 II 7 7 II II / II eo V �F==- 43 3/8' 43 CPICAL ELEVATIONS I 48 3/t6' TESTED UNITS vtxr 1YID1H SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 QT 5. WINDOW WIDTH (4) ANCHORS 6. MAX. M �ATTG. STILE ENDS AT O.C. HEAD/SILL _ _ _ CORNERS / n II �L----II -1- LL__-_ -n'---- YI- E 7 7 m n2 u_ r.\10 1 11 II 11 =__JL____D===_1L___ � tl 0 II II II O � u II u -----F==__LL-__ u II u u u u u u 32 3/8- 48 1/8- D. L OPG. o DA OPG. 37 3/16- MUNTINS CE APPLIED) = I • iR • • THESE WINDOWS ARE RATED FOR LARGE do SMALL SHUTTERS ARE NOT REQUIRED. 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 MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS h 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 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 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 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR z WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUNTING CODE LABELING TO COMPLY WITH SECTION 1709.9.2. MTV A b Erb 2 FE G V Q IQu�� O V 7 p g iZi„-•�' • • • • • •• IL ,�a$ ibarl� • ••••00 -- = ••• L) • a *000 r • z C r • • ••••• ^I (•Dp•• • p � • IM�1! � � 0 4 LL • • • • m 3 Y 2 j4 N K co w co 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. C H B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF OR ALTERED BY ANY MEANS C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED C ENGINEER OR N1aI1ECT WHICH WILL BEGONE THE ENGINEER OF RECORD (EO.R.) Y g 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 DRAWNGS-FOR REVIEW. - 0- THIS P.E.D. SHALL BEAR THE DATE AND ORIGRNL SEAL AND SIGNATURE OF C O THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. % O FL #20359 Eo< AAlllllllllll/T///' �•� PD AN '�•, • JcENaF'. •� b `? ; Q S 1 _' No. 709D2 �, Sealed: 1/12/2018 drawing no. W16-26 • Ill WINDOW WIDOW WIDTH 6' MAX. (4) ANCHORS 1O _ AT MTG. STILE ENDS 3 HEAD/9LL A f AT 4' O.C. FALSE MUNDNS Z CORNERS (SURFACE APPUED) s MAY BE USED k 1FTi li �Q0 C 0 u m ro W 0 a< 8 N F H •^I S ' m • • •• :o �I•Q • 1 IY � n� n m� • Q� 3 1 •••• ••• • 32 3/8' 32 3/8' 32 3/8' Az • • • • 3 S • • •_ D.L. GPG. D.L. OPG. 37 3/16' 37 3/18' D.L. OFC. m �U •• •• •••• O Z •• : • • : • : • VENT WIDTH VENT WIDTH rAJ 127 5/8' • • • • � � � p• • 1 • • • • p M 1 •••• Q 3L}` e MUNTNS j O J APPLED) a3 W USED i O m O 0 u ` c u p O C 11 u� N0. 592 u �.'•, drawing no. VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS %�S''n".•�•Rop—, TESTED UNITS FL #20359 ��7iS�I �A1111���� sheet 2 of 10 WINDOW HEAD/SILca L O I L 70 ••• z d _ O WIDTH 8' MAX. (4) ANCHORS MTC. STILE ENDS /-AYY Sealed: 1/12/2018 • • • 1 u 1/8' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS N 090' Intertayer 090' Interlayer 090' Interlayer ra Troeifol PVB Tronifol PVB SentryGlaa 3 By 'Kumray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraroy America. Inc.' Z 1/8' HEAT STREN'D. GLASS 3/16- HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS F " a Z e 3 SILICONE DOW 795 SILICONE DOW 795 SILICONE DON 795 ` C o Iyp{ v W im I9I yI 7 W 22 7 22 11 I 3 N 22 I1 11 I C C v \ U I id Ili C� 10 • . . a I� n I� 1� 29 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES 29 • • • • • • 881 J • WIDER THAN 36' ONLY WIDER THAN 36' ONLY WIDER THAN 36' ONLY • • • : • • • • • iW p ; GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' • • • • • • • 5/16' OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS • • • • U • • f •••• • _ 1/8' TEMP. GLASS 1/8' TEMP. CLASS 1/8' TEMP. GLASS • • • • • • • 3c ; • • 4a • • aC6i 1/4' AIR SPACE 1/8' HEAT STREN'D. GLASS 1/4' AIR SPACE 3/16` HEAT STREN'D. GLASS 1/4' AIR SPACE 3/16' HEAT STREN'D. GLASS •••••• • • • • Z 3 0 3 ' .v • • oUs 090' Interlayer PVBray 090` l PVByer 09 tr Interlaysr Sentry ♦ • • • • • • ni Fr 0 F _ O M N By *Kul By 'Kuroray America, Inc.' By 'Kol ray BY 'Kuraray America, Mc.' rar By 'Kuraroy Americo, Inc.' • • • 00 0 _ • e 1/8' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS • • r e •••• 3 SILICONE DOW 795 SILICONE m DOPY 795 � � SILICONE DOW 795 n Z � n O n w J moo2 .� 22 .m 22 _� I u� •� ] 22 I O n n is n i I: 1I I is II I- II I 11 I & 29 AT 1/4 POINTS rc 29 AT 1/4 POINTS' rc 29 AT 1/4 POINTS 0 c ALL SIZES .. w ALL SIZES ALL SIZES n 0 GLASS TYPE 'A1' - 11/16' OVERALL INSUL. LAM. GLASS - GLASS TYPE 'Rl' - 7/8' OVERALL INSUL LAM. GLASS GLASS TYPE 'Cl' - 7/8' OVERALL INSUL LAM. CLASS -- - --- c o GLAZING OPTIONS °m >- Wco 0 0 1111111//VV''/ O ````LLL �P.•Li�N�•'•• �'� A ' 1/4` AIR SPACE CONSISTING OF:No. S 'DURASEAL' EDGE SEAL SYSTEM � 70592 = v BY 'OUANEX' � •• drawing A OF •• '�.S� AIDE `� rn1o.0 6 sW1 3 of 10 FL #20359 Sealed: 1/12/2018 • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES FRAME DIMS. 'A' 61 'Al' 'B' t '31' 'C' t 'Cl' FRAME DIMS. 'A' At 'Al' 'B' t 'BI' WIDTH HEIGHT EXT.(+) I INT.(-) EXT.(+) NT.(-) EXT.(+) INT.(-) WIDTH HOGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2• 3T 53-1/9• 63' Q 26" $0.0 80.0 $0.0 80.0 30.0 80.0 80.0 80.0 90.0 90.0 140.0 140.0 24' 36' 48' W. M' 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 BO.o solo 80.0 80.0 90.0 140.0 90.0 80.0 80.0 80.0 90.0 140.0 50.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 solo solo solo solo D0.0 140.0 solo solo solo solo 90.0 140.0 84• 96• 80.0 $0.0 80.0 80.0 90.0 1b.0 30.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 90.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 26-1/2' Q 80.0 80.0 BOG 80.0 90.0 140.0 24" 36' 1" 80' 72' 14" 96' 36' 80.0 30.0 $0.0 80.0 90.0 140.0 80.0 solo solo solo 90.0 1b.0 a0.0 s0.0 s0.0 50.0 90.0 140.0 53-1/8" 53' 14' 84• 98' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 20.0 1 140.0 38-3/8' solo solo solo solo Bolo 140.0 solo solo solo solo Bolo 140.0 80.0 80.0 80.0 80.0 90.0 1b.0 80.0 80.0 1 90.0 80.0 90.0 140.0 50.0 80.0 solo s0.0 90.0 1b.0 80.0 solo 80.0 80.0 90.0 1b.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• 80.0 80.0 90.0 90.0 1b.0 24" 38' 48' W. 72• 84' 96' 46" 50.0 80.0 50.0 50.0 90.0 140.0 P.tO2 80A 80.0 90.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 .0 80.0 80.0 80.0 90.0 140.0 30.0 80.0 80.0 1 80.0 90.0 1 140.0 50-5Lrl s0.0 .0 80.0 so.o FBO-0-1 80.0 s0.0 50.0 80.0 solo 80.0 80.0 90.o 90.0 90.0 1b.o 140.0 138.7 50.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 50.0 90.0 1b.0 64• 96" 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 121.4 - - $0.0 80.0 90.0 128.0 26-1/2" 37" 53-1/8" 63 74" s4• 1" 80.0 80.0 a0.0 80.0 90.0 140.0 24" W. 4s• 60' M• 64• 96• W. 80.0 90.0 80.0 80.0 90.0 1b.0 S0.0 80.0 80.0 80.0 90.0 140.0 30.0 90.0 solo 80.0 90.0 1b.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 1 90.0 140.0 80.0 90.0 80.0 80.0 90.0 140.0 80.0 80.0 BOA 80.0 90.0 140.0 80.0 50.0 80.0 80.0 90.0 126.5 80.0 110.0 90.0 90.0 90.0 136.5 80.0 90.0 80.0 80.0 90.0 111.5 80.0 80.0 80.0 e0.0 90.0 117.0 - - 90.0 97.5 - - - - 90.0 102.4 28-1/2" 37" 53-1/8" �• 74" 74• - - 80.0 80.0 - - 24" W. 4B' 60' 72' 64" 72" - - 80.0 90.0 - - - - 80.0 90.0 - - - - 00.0 80.0 _ _ - - 80.0 80.0 - - - - 80.0 a0.0 - - 80.0 80.0 - - - - 80.0 80.0 - - - - solo solo - - - - 80.0 80.0 - - 84" 50-5/8" - - - - 90.0 140.0 � .5��1 Z < - - - - - - Bolo 1 b.0 86' 48' - - - - Bolo 140.0 74" 84" 96' 63" - - - - 90.0 1b.0� 72' 84" 98' 60" - - - - Bolo 1b.0 - - - - 90.0 132.7 - - - - 90.0 140.0 - - - - 90.0 125.0 - - - Bolo 12&0 (1/2w) (1/2W) ii OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) ��V GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES u E DIMS. 'B' t 'Bl' 'C' t 'Cl' FRAME DIMS. 'B' t '1111' T, t Ti. n ; HDGHT EXT.(+) INT.(-) EXT.(+) B1T.(-) WIDTH HflCHT Exr.(+) INT.(-) EXT.(+) WT.(-) p 55-1/2" 9-11/16 83-1/4' 94-1/4" 26• 90.0 00.0 90.0 140.0 54" 63• 72' 81• 90" 24• $0.0 80.0 90.0 140.0 6 4= l so �".. 0 § R p 1 a � 914 � QQ � 8 �glQ LL W 9 _rr (.Qp .y � " a � 1 u • • • i 1 1 B0.0 00.0 90.0 140.0 solo solo 90.0 140.0 80.0 50.0 90.0 140.0 80.0 80.0 90.0 140.0 B0.0 solo 90.0 1b.0 $olo solo 90.0 140.08y�yII 55-1/2" 9-11/18 8.7-1/4' 94-1/4" 38-3/8' 90.0 50.0 90.0 140.0 80.0 80.0 90.0 140.0 90.0 50.0 90.0 140.0 54' 83' 72' 91' 90" 36" 50.0 80.0 90.0 140.0 solo solo 90.0 140.0 $olo solo 1 90.0 140.0 B0.0 80.0 90.0 140.0 80.0 SOO 90.d� 140.E 55-1/2' 9-i1/16 83-1/4' 94-1/4' -5/8• 90.0 $0.0 90.0 140.0 030.0 OW.0 90.4 140.0 80.0 80.0 90.0 140.0 .0 Bolo 1b.0 80.0 80.0 90.0 140.0 54' 63" 72' 81' 90'Im 48•0 50.0 80.0 90.1h y40.0 80.0 80.0 90.0 121.4 .0 90.& 1400 55-1/2" 9-I1/16 83-1/4' 63" solo 80.o 90.0 140.0 sme 080.0 90.0 14Q.0 solo solo Bolo 111.5 11106p, solo Bolo 140.0 80.0 80.0 90.0 97.5 80.0 a0.0 1 90.0 tb.0 J gg 1 Z • • • D • 55-1/2• 74, 80.0 80.0 70.9 98.5 54" 80.0 90.0 1•46.0 s0.0 _P.O_i 62.2 85.4 63' %am 0 60.0 90.0 1 `' • • • 1 , M• W. o 0 Bole qb.o 1 a 3 p 8 • • • �gg' 4 51 80.0 50.0 90.0 i'M i 90• _ _ Bolo 1d4.4 iG 80.0 40.0 90,& 140 C72• E54 80.0 80.0 80d •I/1m 50.a 60.0 69.4 96.4 ¢ ri Ld Io • � 3 � r,oQ Cr � Ld mmm i OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 No.70592 a 01. A drawing no. FL #20359 ,&,170NAtAA`;``` Sheet 4 of 10 Sealed: 1/12/201 B DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B' t '11. GLASS TYPES 'C' A Ti. WIDTH H-ff EIO.(+) -(-) -(+) INT.(-) 74' 106-1/4' 111' 126, 28• 80.0 80.0 90.0 140.0 Soso 80.0 90.0 140.0 $0.0 80.0 90.0 140.0 60.0 80.0 90.0 140.0 74' 106-1 /4' Ili' 126' 38-3 �• 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 II 90.0 140.0 74' 106-1/4' 111' 126' 50-5/8' 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 90.0 138.7 74' 106-1/4' 111' 128' 63' S0.0 80.0 1 90.0 140.0 80.0 00.0 90.0 129.0 $0.0 80.0 90.0 125.7 Soso 80.0 - - 74' 106-1/4' 111' 126' 74' 80.0 80.0 - - 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' k 'BI' GUM 7'YPR4 'C' • TV WIDTH HEIGHT OCT.(+) NT.(-) EXT.(+) INT.(-) 1. S4' 98' 1D8' 120' 24' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 SMO 90.0 140.0 80.0 80.o 90.0 140.0 80.0 80.0 90.0 140.0 72• 84' 98' 108' 120' 36' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 $0.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72' 84' 98• 108' 120, 1. 80.0 80.0 90.0 1 140.0 80.0 80.0 90.0 140.0 50.0 80.0 90.0 140.0 80.0 00.0 90.0 140.0 80.0 80.0 90.0 140.0 72' 84' 96' 108' 120' 60' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 1 90.0 140.0 80.0 80.0 90.0 1 136.5 60.0 80.0 - - 72' 84' 96' lo8• IW 72' I 80.0 80.0 _ _ 80.0 80.0 - - 80.0 80.0 - - 80.0 50.0 - - 60.0 a0.0 - (1/3W) (1/3W) (1/3w) r i v i � o- OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xOx' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B' • 'Bl' GLASS TYPES 'c. i 'Cl' WIDTH HEIGHT EI(T.(+) I NT.(-) EXT.(+) INT.(-) 74' 106-1/4• 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 50.0 80.0 90.0 140.0 80.0 80.0 - - 74" 106-1/4' 171' 126' 50_5/6 80.0 80.0 90.0 140.0 80.0 80.0 - - Soso Soso - - 80.0 80.0 - - 74' 100-1/4' 111' 63' 80.0 80.0 90.0 140.0 . 1 80.0 - - 80.0 80.0 - - 74' 106-1/4' 74• Soso Soso Soso 60.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' s at, GLASS TYPES 'C' A TV WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) MT.(-) 72' 84' 98' 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 1 80.0 80.0 90.0 140.0 1. 1. 96' 108' 120• 38' 80.0 80.0 90.0 140.0 80.0 80.0 1 90.0 1 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 $0.0 90.0 140.0 72' 14' 96, 108' 120' 48' 80.0 30.0 90.0 140.0 80.0 80.0 90.0 140.0 8010 80.0 - - 30.0 80.0 - - 80.0 80.0 - - 72' 64' 96' 108' 120' W. 90.0 50.0 - - 80.0 80.0 - - W.0 80.0 - $0.0 e0.0 - - 80.0 80.0 - • 72• �• S, toe• 72' 80.0 80.0 - - • 60.0 80.0 Soso Soso - - • .0 eo.0 - - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH ' x0x' • • • ee••• • Doses Peso 0 peso I • • • • • • •• • �j m N m Z ro 3 q J U ci C yi d �•••• faro � A3 � o • CW011 sees � v Z •••� •I • •• 1 sees 3 r S ••• 4 • 0 z J Z 3 • • �jJ i • • • • • • It H I 2- 0 •• • • 2 I.nj o • 0o00 m O� C 00-a 34 $� C9o� • _"yp N0.70592 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION ••.... �N��� W 6-26 DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 �'�iS�ONAL111`'` .hest 5 of10 Sealed: 1/12/2018 Iffy WOOD BUCK � v 1 O a 0 a w W ANCHORS SEE ELEV. SEE Ev. FOR SPACING EDGE U15T. ° N DST. Fr___________________il METAL I F.B.C. APPROVEDEDGE 1 STRUCTURE I I MULLION h MULLION ANCHORS II II SEE SEPARATE APPROVALtD �f 1 v � e _ 3 = q r•- EDGE DIST. I I 1 1 EDGE DIST. Q F q 1 II 19 ---- --- ---- ,J g O Q; O C r 9 ANC• ELEV. ANCHORS _'•: ELEV.TYPICAL ORSxPACI • L a�� FOR SPACING FTSEE • • SPACING. • • • • '002• LL -Iaa WOOD BUCKS AND METAL STRUCTURE "T, � R. GLASS r • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYEM AND TRANSFER THEM TO THE BUILDSYRt1tTURE. s • • ; WEEPHOLES: TYPICAL ANCHORS: SEE ELE* ,fWtVJqING • • • 'ELCO' = • I ••'� W1 = t" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END 1/4" DLA ULTRACON BY ( �t�i•I�I!Fy-tss KBI) • •' •' 3 8 _ WEEPHOLES AT 5-1/2" FROM EACH W2 =END /WITH INTO 20Y WOOD BUCKS OR WOOD STRUCTURES zoo* PLASTIC BAFFLE 1-1 2" MIN. PENETRATION INTO SILL JAM THRU 1 BY BUCKS INTO CONC. OF' BLOCKS• • .i1 �• • a SEALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEW/SILL/JApM • '`t m tO • 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 (HEAD/SILLLL/JAM♦ 000 Z 00 _ c 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 ~ 914 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) 0 o � R INTO F.B.C. APPROVED MULLIONS � L OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o (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.) 9 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 13 CRITICAL EDGE DISTANCE 0 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. 14 15 18 INTO WOOD STRUCTURE a 1" MIN. o INTO METAL STRUCTURE � 3/4" MIN. -- - -' - WOOD AT HEAD, SILL OR JAMBS SG - 0.55 LON. CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. c c 3 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. wt � � `IttnnuTTi ° 70M v WOW BUCK TYPICAL ANCHORS - I- TYPICAL ANCHORSSEE ELEV. ` drawing no. v�.•' FOR SPACING FOR SPACING'i,lQs+.••'•••��` W16-26 • I EDGE Dlsr. - FL #20359 ���y�DINALIII`` sheet 6 of 10 Sealed: 1/12/2018 a VENT WIDTH 1/4' MAX �V 1/4' MAX. - C 23 O p O E SHIMS O SHIM e 7 4 TYPICAL ANCHORS C n p q D.L0. OPTIONAL TO 24 SPRING LATCH SEE a". FOR SPACXIG JE L A M R 19 ____. .._.. .. • ••••• a 00: dog ------------- ------- a • • . . . • $ �, • 27 • GT ...... : •.. LLZZ • E 17 D.L OPC. ' • • • • • • • �yq y7 Oi� 4 EXTERIOR 1BY ° •••• •••• • = Lj •••� WOOD BUCKS • • • •••• •••• WINDOW WIDTH •••••• • •• .�.. Z •••°� TYPICAL ANCHORS XO LAYOUT ..e..0 • •: • • 3 • • •� SEE ELEV. FOR SPACING OX OPPOSITE • • • • • • • R. • • • Z i ••••• O V LL 1 /4• - VENT WIDTH : • • • • IV fA K •d • I SHIM C O p O 25 1/4' MAX. • • • •• • • _ $ < M o B D.LO. 7 OPTIONAL TO 24 SHIMS D.LO. • • • • SEEIYPICE ANCHORS EV j G o 3 Y SPRING LATCH FOR SPACING Z n METAL - S CJ' O R .. STRUCTURE __ _ - _ _ __ V. :11/4 • w p CL pp W � 19 19 27 W '• --. �• :. 0 2 8 17 1Hy 4 WOOD BUCK$ .d d D.L OPG. WINDOW WIDTH o • c EELLEV. EEANCHORS XOX LAYOUT FOR SPACING 111 I lilt, TT'''''' % r 70592 :�Q ••' � a drawing FL �'�iS��NAL11`;``� no. 26 sheet 7 of 10 #20359 Sealed: 1/12/2018 V EDGE DIST. m{F, m N I METAL F.B.C. APPROVED 'D O y STRUCTURE MULLION h MULLION ANCHORS . . • r EDGE d5f. SEE SEPARATE APPROVAL 3 e� 4 • FF q D, EDGE GIST. Z $66$ OTZ, • • cy ALT. ••••• • Q C< • •••• :• 0a� AL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS : • ¢ ELEV. SEE ELEV. SEE ELEV. • • t W 9 n SPACING FOR SPACING FOR SPACING • • •: • • • • • i'Ay5 $ • •••••• • QLOWZ� •••• •••• U •••� Z •••i 3 •••7l • • Irk Ii 1/4' MAX • • • • C 2 f/ZTJj coo J SHIMS 3 ii S ALT. Z g iS o J •• TYPICAL ANCHORS n NLu SpELEV. FOR C a �m� � c TYPICAL ANCHORS a SEE EL.EV. _ FORSPACING- � C U • U FF w ALT. c JI...... / INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER %P' JcENBf '• ' .. _= No.701W a drawing no. _ '%,, EDGE psr. ss�•••. ••. �```� W16—G6 FL #20359 '//,,►A�T�1��` •nl•c s orlo Sealed: 1/12/2018 • • • • I KIM 1) FRAME HEAD O2 FRAME SILL .062 .528 .250 1.345 n SILL TRACK 2. FRAME JAMB 1.199 621 IAA 062 .062 VENT TOP/BOTTOM RAIL 1 2.076 1.169 1.531 O JAMB STILE 2.406 1'� 1.403 1.531 O7 VENT INTERLOCK 17'SLI PART 0 QUANITTY DESCRIPTION MATAUAL MANP./SUPPLIER/REMARKS 1 M0203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-Ts - 3 MG302 1 SILL TRACK INSERT 8063-TB - 4 MG303 AS REDD. FRAME JAMB 5063-T6 - 5 M0212 AS REOD. FLUSH FRAME ADAPTER W63-TS - 6 MG204 1/ VENT FIXED MTC. RAIL 6063-T6 - 7 M0205 1/ VENT VENT INTERLOCK GM-T6 - a MG304 1/ VENT JAMB STILE 6063-TS - 9 MG207 Z/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG209 AS REDO. GLAZING BEAD (5/16' CLASS) 6063-T6 - 1GA MG209 AS REDD. GLAZING BEAD (7/16' GLASS) 6063-T6 - • 10B MG210 AS REDD. GLAZING BEAD (INSUL LAM. GLASS) 5053-To - • • • 13 MG305 AS RTEOD. ADD -ON SILL RISER 6053-T6 - 14 MG321 4/ VENT ROLLER HOUSING h GUIDE CELCON • • 15 MG322 2/ VENT ROLLER BRASS - of 16 M0323 2/ VENT ROLLER PIN ST. STEEL - • • • • • • • 17 010 X 1' AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS PH 18 010 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SPL END) CRS PH SAS • • 19 W222322 AS REDD. FIN SEAL W'STRIPPING • • • • 22 E202 AS REDO. GLAZING BEAD BULB NEOPRENE LILTRWABO • • • • • • 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH END ZAMAK SIBJy • 24A fa X 5/8' 2/ LATCH LATCH MST. SCREW ST. STEEL FH SMS 25 MG211 2/ YENT SPRING LOADED LATCH 6063-T6 AI.TEW LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - • • • • 26 - 2/ WOW. HI -FLOW WEEPER - PREIVIRED QPNEERINC 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL • • 28 - AS RE00. SILL INSERT, 2' LONG 6063-T6 AT MTG. STILE IACATION 29 - AS REGD. SPRING BLOCK AT 1/4 POINTS EPDM DUROMETER a035 SHORE A • • • • 2J344� q062 1.409 06211SO TYP. 1 13 ADD -ON SILL RISER 2 786 © FIXED MTG. RAIL _ � F---125 '500 .672 1.000 .062 1.122 0 FLUSH FRAME ADAPTER Y6 SILL INSERT .078 ---I 1.421 '1'5831— •4581 —f 1—.134 .9es 1� .M .7a1 1 - .oso .A65 .� .Bbs 1.029 1.096 1.098 I-1,098 25 SPRING LOADED LATCH 10 GLAZING BEADS m Z ; O b J h e (p 00 O11YY�`4 U 04 CAW 0 91 4 p&g<l ag IL Z pSo Jp • Q W W F J � •o n C, p •••*0 G n i 3 _yA 'v ravo3 CO o 8 7L O J v N Lo drawing no. FL #20359 '�.,,��NALloll1A��.``� Iheet 9 oi10 Sealed: 1/1212018 • • 3 Z jF� h JJ • • • 111 rE • Q �t a • 00 • • FRAME TOP CORNER • + • • i • • . + y1 G VENT TOP/BOTTOM CORNER++�+� • 3 Z • • + ..... 30 �.++ Ad n4 °O o / o 1 /• _ 0 o c 4 0 m m O � C FRAME BOTTOM CORNER ` 'P •' Na 7o5B2 O -jr---------- owing no. FIXED MTG. RAIL CORNER FL #20359 Sealed: 1/12/2018 i l i • wj A- iz�ia CM SCIS Home Log In User Registration Hot Topics i Submit Surcharge Slats & Facts Publications Contact Us BCIS Site Map Links Search F Cki Product Approval d _t.". r (A USER: Public User ProAuct Aoomvrl Menu > Application Detail - + FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL29676 New 2017 Approved L1 Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises0mrglasswi ndows.com Ulises Senaris uljsesomrglasswi ndows.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 CJ Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Rjaz, P.E. LA Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E1886 • • • • •: : : • • • • OV13 ASTM E1996 • • • • • • • • 2014 TAS201 �•� •1994 ••• ••� TAS 202 • • • • • • • 1994 TAS 203 1994 •• ••• Equivalence of Product Standards • • • • • • . • • • Certified By ; ; • • • • • • • • • • Sections from the Code ••• • • • • ••• • • ••• • • ••• • a • • • • • • ••• • •� •a 000 •• •• Product Approval Method Method 1 Option D Date Submitted 06/07/2019 Date Validated 06/12/2019 Date Pending FBC Approval 06/23/2019 Date Approved 08/13/2019 Summary of Products 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- 28F.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: lavad 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.I& Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessib8lty Statement :: Refund Statement Under Florida law, email addresses arc public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. 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 personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here. Product Approval Aecoptiu =BEa tirt M Credit Card Safe oo0 .. ... .. . . o .o' .....00 .. %. . . • . .... ....... 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 Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, %o `J PO ,AHM ��� �P•' G E ' q0 ��: No 7/0592 it 0.:9 ST T OF 41 NALEN�`��`Sealed 6/5/19 nnmu,� Javad Ahmad, P.E. Director of Engineering .. ... . . . . . .. • . . . ... .. •.• •6• :. 9360 Sunset Drive, Suite 2201 Miami, FL 33173 T: 305.264.8100 F: 305.261y627$ 1 www.afcene.com alfarooq@afcene.com • • Y • • • • • • • . ... • • .. • . • . • . • U . AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D Detailed Product Description: 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). 53-1/8" (0) Maximum Height: 76" (X) (XX), 96" (0) Maximum Load: +80 PSF, -100 PSF (Large Missile Impact) Installation Drawings # 19-28F FL 29676 Date:05/31/2019 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 Mandatory Tests (Tested in accordance with AAMA 101/1.S.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report # Test Sealed By 3/19/2019 HELTI-18-6079 Air Infiltration Hurricane Engineering & ASTM E283 Leakage Testing Inc. 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE 3/19/2019 HELTI-19-7004 ASTM E331 OR 3/19/2019 HELTI-18-6079 ASTM E547 & Water Hurricane Engineering & 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE Penetration Testing Inc. 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'* �. "j1-III-4-1816078 : •" AAMA 1302.5 Forced Entry Test Testing Inc. 3/19/2019• •: •'; ; ; ;.; .: HELD-18.6b82 ; ' Rafael Droz-Seda, PE ..' .• •.. .. . .•. •.• • • . • • . . . . . . . • •. . . . . • . .• 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978; wjw%. nb.Cbm j aljgjbgbafceng.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: 0'"0 �. -'-L'•'•. . gip' ST 'f OF : . o •. 14, lavad Ahmad PE # 70592 OR AIE�.�`� sealed 6/7/19 AI-Farooq Corporation EB # 3538 .. ... . . . . . . . . .• .....•. . • • . •• ••• •• • ••• ••• • • • • • • • • • ♦ • • • • • • • • • • • • • • 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978i wjw-,j er�.cj)m j al%0 c%cPa afceng.com ••• 0 0 0 ••• • 0 38 9/16- 76 5/16' 38 9/16- 4 WINDOW WIDTH U 3 a -- — —WINDOW WIDTH a WINDOW WIDTH 1� -,_30 7/16- 30 7/16- IMPOST ANCHORS 30 7/16' D.L.O.~ D.LO. ' FOR C►PACIIYSEE SHEET a D.L.O. HEAD HEAD HEAD O k SILL SiLL _SLL y� lQG 4' MAX._ SPACI.. -1 4' MAX. 4- ?PACING SPACING Z a HEAD/SILL A\ ISEE NOTE !.\ --{ I ,•� SEE NOTE F.-- CORNERS F 77 7 1 BELOW H/� � _. _ 1 ` I Tw. BELOW HET /9 : S BELOWCORN• • • R ` CORNERS ii / I I / \ I ii • 00 • • A PE. Ia � m 'm �� II r �'7� AP \ W v ===�i! • I • J'$ L' • of YI o 1. I1 o ;� I 'I ok' _ �I••• I • wi C•• IIi ^ly D. W. d » G••••IW� �1 11 T Tf' s PaNr LocK FALSE MUNTINS 37' mw LOCKING POINTS ,., _37' _ m FALSE MUNTNS '- 37' .+ mZ i 1~/1 (SURFACE APPLIED)OPER. VENT WIDTH z SEE CHART OPER. VENT WIDTH ` MAY BE USEs� (SURFACE APPLIED) FIX. VENT WIDTH ? 8 <„ • / )( WOW.Pf HEIGHT NO. OF XX ~ $ MAY BE USED O ~ U I G 3 J n KEEPERS LL AT g SASH Z 25' - 2 — ANCHOR SPACING: rn I C) J R 3 14- O.C. MAX. FOR LOADS UPTO 80 PSF O_O 50-5/8" 4 NLu II" O.C. MAX. FOR LOADS ABOVE 80 PSF NI LUM SERtE-a 600 _ e3 _ 5 TYPICAL ELEVATIONS 1_) ANVM CASEM$NT ffINDOff — 76 y-5� - T DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. CHARTS SHOWN ON SHEET 6. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WT'H THE — - - APPROVAL APPLIES TO SINGLE, DOUBLE OR TRIPLE WINDOWS REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE IN ANY COMBINA';ON OF OPERATING OR FIXED UNITS USING INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). .o INTEGRAL IMPOST IN BETWEEN. 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE o. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ALSO TOP k BOTTOM COMBINATIONS OF FIXED/OPERATING OR TO THE BUILDING STRUCTURE. .o OPERATING/FIXED IN SINGLE, DOUBLE AND TRIPLE UNIT ANCHORS SHAH BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS - COMBINATIONS USING INTEGRAL IMPOST IN BETWEEN. AND INSTALLED PER MANUF S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE �a MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I--- ---� +--1 ALSO SIDE BY SIDE OR TOP AND BOTTOM COMBINATIONS OF A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o v CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRES9BLE. FL #2.9E%F) ;S MODULES OF TWO OR MORE WINDOWS USING FBC APPROVED I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEAL SCREWS, THAT (_ - - ``711L11IIII)�/AA O` MULLIONS IN BETWEEN. 'AIINNSTTAI ATTONT� � � � � ON � PR P�"'ELy�A ,`�=P �. I(.� ♦♦i� w I o�r I COME INTO CONTACT WITH OTHER DISSIMILAR MATERALS SHALL MEET THE `YJ ♦ I' , LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. PROVIDED RE/SHE DOES NOT DEVIATE FRON THE CC'AX--'NS DETALED ' APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ON THIS DOCUVEM FOR A SITE SPECIFIC PROJECT, Ea. LIFE SAFETY OF THIS PRODUCT, ADEOUACY IB-THIS ODUCT EVALUATKRN DOCUMENT WILL BE CONSIDERED RIVALIo IF ^` • � 7D5�2 KiFRED BY ANY MEANS 3 a. OF STRUCTURE RECEIVING THIS PRODUCT AND SFAUNC AROUND OPENING FOR ( _ WATER INFILTRATION RESISTANCE ETC. I c- SITE sPEanC PROJECTS SHALL 9E PREPARED RY A FLORIDA RDCISTERED * : * - Y I I FOR THE PROJEDIDNEER OR ARCMCCf WHICH WU BECOME THE EWANETR OF RECORD (COX.) AND BE E T'O NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, -^ AND WHO vOBE RESPONSIBLE FOR IL THE PROPER AND TO BE RENEWED BY BUXDINC OFFICIAL. USE OF THE P.E.D ENCi.EER OF RECORD. ACTING AS A DELEGATED �� [NCPIEER n TINE PLO. ENGINEER SHALL SIRLRT TO THIS LATTER THE SNE %O OF I drowing no. MANUFACTURER'S LABEL SHALL 17 LOCATED FLORIDAA READILY VISIBLE LOCATION Esc DRAWNCS FOR REAM �'�`•• ORIW.•' �• L ACCORDANCE P Y SECTION SECTION 17 .9 FLBUILDING CODE. ♦ S •• 19-28F LABELING TO COMPLY WITH SEC110N 1709.9.2. O-THLS ROFE v«u REAR THE DATE CO THAT P EP AND slvuruRE of ♦♦A S/O.I �\ _ — lIE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT AA/1T111II111L [sheet 1 of 141 Sealed 617/19 38 9/16- 76 3/16- 38 9/16" �V WINDOW WIDTH WINDOW WIDTH " WINDOW WIDTH 30 7/16- 68 3/16- 30 7/16' m • D.L.O. s w D.LO d - D.L.O. 'Q e HEAD TRANSOM ANCHORS HEAD HEAD SILL SEE SHEET 10 SILL TRANSOM ANCHORS SILL F SPACING FOR CAPACITY _ SPACING SPACING-.{ IE LL 4- MAX. a r- F SEE NOTE 4•- MAX. CF EE NOTE FOR CAPACITY SEE SHEET 10 4—� -� E NOTE I • O CORNERS �gJ BELOW I CORNERS �gj BELOW HEAD/SILL -g I�ELpW • •i• CI u CORNERS � CORNERS CORNERS • f • • • . '- - -•— �_ `o �i-�.._ r m t? •••••• • •• Id te{lIl \o H�� . /'• x \,o .-H1 /.• •• Ole I aOZp 11 D. I � • f • • • O via o • I' � ! 1 _ — _ '.�1 1— is a-••-• I ff• w��'6 IL z / / I \ I �V• ••I I ••f• :t w iO4 I 7n I ��• 1i _ i<. �D_ m w i �� /i �` $ \ o a �li` _.;I. �y• • • f x x x z O = u i I I •• f• g • m / /II = n J o \\ u 7 I \\ ii —L ( ii —I Ica N.0 tz W tO 1I. 14 t— r �i ICJ L L --- I —ice-'� t - _----1�1"frt �fi_ -T W (Do FALSE MUNRNS -- .. m FALSE MUNTINS / I.- _37' _�J4 { m i FALSE MIniRNS S7• i Z rn 2 ao 7 W (SURFACE APPLIED) OPER. VENT WIDTH ¢ (SURFACE APPLIED) OPER. VENT WIDTH IFr•— 4 rc (SURFACE APPLIED) FIX. VENT WIDTH �_ MAY BE USED MAY BE USED + 8 MAY BE USED IMPOST ANCHORS SEE SHEET 6 FOR CAPACITY ( 0/X) ( 0/XX) ( 0/0 ) 0 ANCHOR SPACING: 14O.C. MAX. FOR LOADS UPTO 80 PSF II: O.C. MAX. FOR LOADS ABOVE 80 PSF TYPICAL ELEVATIONS o ce o c 'e v o i i - A ' drawing nO.1 FL #29676 Sealed 617n9 s • • •f! 76 5/16- WINDOW WIDTH - IMPOST ANCHORS 30 7/16" _ -SEE SHEET 6 D.LO_ 4 FOR CAPACITY 4' HEAD SILL 4' MAX. " TYP. SPACING EE CORHEADNERS �7 ,{-' 4 o J s BBELOOW� t - — / •C `..--11rvol I �H^\ ir` i •r Tm In z____�-___ I an Jm 3 o — \tii I I iG� �m FALSE MUNDN$ .a 37" (SURFACE APPLIED) OPER. VENT WIDTH MAY BE USED ( XO ) SHOWN (ox) (00) ANCHOR SPACING_ FOR LOADS UPTO 80 PSF II' O.C. MAX. FOR LOADS ABOVE 80 PSF 114 1/16" R WINDOW WIDTH — — — -- 30 7/16' IMPOST ANCHORS — SEE SHEET 6 D.L.O.FOR CAPACITY HEM SILL ( j-- SPACING NEMISILL r _�'!I "r '-- B 7 BELOW � ••• CORNERS � f• � .. . _ (E1 \\ �i �4; r I ^ b f p II ' 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED a J7• OPER. VENT MOTH 1 Z ( XXX ) SHOWN + ( xxo ) ( oxx ) (X00) (OoX) ( 000 ) ( OXO ) D O C p � � h_ No.70987. E drangb no: ���•• RIO►t,` # OMM/AL FL 29676 ////11111111 `t` sheet_3 cf 14 Sealed 677/19 M V. V N 97 9/16- a WINDOW WIDTH ,O q hI< 89 7/16' D.LO. HEAD f • • • v s SILL • • 4' MAX. J $EE NOTE' ACING TRANSOM 10 HORS • • • • • : • • lu ` I HEAD/SILLFOR CAPACITY 9 BELOW 1 •••:f• • •�� •••1 14 x n J lH`' �J I •••• •f• �Is F t II / / v'� ' • f • i� / — •••• !I ••• I , C 1 4-1 / I K T / I • • • 10 • �. to 0 Iw � to i� ��Mml " 3 �if,f1; ��I FALSE MUNTNS 28 1 4' \ 1___-' 4• ' w N o (SURFACE APPLIED) / OPER. VENT WIDTH! TYP. ��w MAY BE USED I IMPOST ANCHORS �I, H a] • SEE SHEET e J FOR CAPACITY I! ANCHOR SEONG ( O/XOX ) SHOWN 14' O.C. MAX. FOR LOADS UPTO BO PSF ( O/XXO ) 11' O.C. MAX. FOR LOADS ABOVE BO PSF ( O/OXX ` /) ,o ( 0/XOO a O/OOX) /( 0/000 ) ( 0/OXO) .. _ o: • o TYPICAL ELEVATION iinir�gi AN�lq,�,,�- r F_ - •. _ a $ a I� - ' -(i •. OF \ drawing no. `�: otyA� 19-28F FL #296116 rrlrrinlllll� sheet 4 ot14 Sealed 617119 1/8' HEAT STREN'D. GLASS — 3/16' HEAT STREN'D. GLASS m 090' InterWyar .090' Interl yer Trosifol PVB — Tmifd PVB Z w n By 'Ivroroy America. I=.' By 'kuraray America. Ina.' Q h J • 1/8' HEAT STREN'D. GLASS r 3/16' HEAT STREN'D. GLASS • • • • • • • L .a _ • • • • 10 `I-g i m _ ! SILICONE = m \ -� SILICONE • • • • • • • • O �• L m DOW 795 i y \ DOW 795 • p n n t/; \ i I r ••••• •••• CY g••, __ • 8 „� ..•.•. f'�FSi 1 1q 1151 / AT 1/4 POINTS ON UTES `15 1 AT 1/4 POINTS ON UTES • • • • lox 71�M1 36" ONLY WIDER THAN 36' ONLY • • • • • • GLASS_TYPE_A' �S_S_jr �_g' • • • • • 5/16' OVERALL LAY. GLASS 7/16' OVERALL LAM. GLASS • 000 • V • •• • • • Z • vl —1/8" TEMP. GLASS 1/4' AR SPACE z R 1/8' HEAT STREWD. CLASS I � w .090' Interry0 Inker = C) i~j1 n Trosifd PVB p By 'kuromy Amerfea, Inc! J 10 J —1/8' HEAT STREN'D. GLASS : 52 3 i` ^ 12 r , f �V SILICONE v> GD m F I 7 \ % DOW 795 \IU ! `c n - - C g g re n �'-''� z AT 1/4 POINTS X � 0 — ALL 52E5 v J GLASS JYPE_�A1' 11/16" OVERALL INSUL LAM. GLASS o c `wv 1/4' ALR SPACE CONSIS U G_OF; 'DURASEAL' EDGE SEAL SYSTEM n L BY 'OUANEX' /S No. 70592 3 g of ` d wi.g 8 rb %�s� FL #29676 �'�Sr�fdAlj}1tt` •heat 5_oi14} Sealed SM19 u. m N �t O �Z ° • W • • ••• �� • • • • Os�i�`•°'a 1 •• • •i • • IN LL ' •. • •0 �� •• i •••••• • DC0�N • •••• ••••yp<�• • •••••• •••• i��• - • • •• •• ••i• i$� �•,• • • • . l� - • • • •••• •••• E • • • • • • U • n •• • : •• ig i ••♦ Z 9 3 -*L w(a z C3 � aM:o O� o Q vj 3 S$ �Z W C 2 p J v N O y 2 ao d ] �c 0 G a U FL #29676 a9 L o-`-��--•--I .�1t11 WIDTH WIDTH 7- -. `-'� :�� JI^`:•: m Na. 70502 V � � NOTE �Q OF drawing no. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ) OP.. 19-28F \ \ / VERTICALLY OR HORIZONTALLY AS SHOWN ABODE. \ SS •. •.• . ��� _ sheet 6 ot14 DESIGN LOAD CAPACITY - PSF OPERABLE CASEMENT (X SIZES) CLASS TYPES GLASS TYPE FRAME DIMS. A' k 'Al' B' WIDTH i/Elfilf IXT.(+) 1M.(-) IXT.(+) 11M,(-) 19-1/8• I 80.0 80.0 80.0 100.0 28-1/2. 1 26' 80.0 90.0 80.0 100.0 3T I e0.0 80.0 80.0 100.0 f9-1/8' t 26-1/2• � 3e-3/8• 00.0 80.0 80.0 } 80.0 _ 80.0 80.0 .1 I 100.0 100.0 37• I 80.0 00.0 80.0 100.0 19-1/8' � 26-1/2' 50-5/8• _80.0_ 60.0 80.0 00.0 100.0 80.0 80.0 100.0 sr I eo.o eo.o 80.0 I 100.0 - 80.0 � 80.0 eo_o 100.0 lao.o 26-1/2" sa• _ eo.o 1 50.0 80.0� Jr 80.0 w.o 00.0 1oo.D 19 80.0 80.0 80.0 100.0 zfi-t/2• � s3• eo.o 80.0 _io.D i_ao.o 80.0 }Y 1 80.0 00.0 10 DESIGN LOAD CAPACITY - PSF OPERABLE CASEMENT (X% SIZES) 2 ANCHORS AT IMPOST LOCATION 4 ANCHORS AT IMPOST LOCATION GLASS TYPES cuss TYPES FRAME DAIS. 'A', 'Al' k 'H' 'A', Al' & 'B' WIDTH HEIGHT EXT.(+) 1M.(-) IXT.(+) I 1M.(-) 37' BD.0 80.0 _ 80.0 80.0 s},/i. � 2s• BD.D _ao.o eo.o eD.o 80.0 80.0 80.0 I 80.0 74' 3T I 80.0 � 80.0 80.0 j M.0 53-1/8• 138-3/6• 60.0 60.0 80.0 80.0 80.0 � 80.0 80.0 80.0 74' i 77' I 80A�, 80.0 80A 1 80.0 5}1/8• 150-5/B' 80.0 I 8D.0 80.0 74' I _ 74.1 7{.1 _80.0�_ e0.0 t 80.0 sr eo.o I eo.o eo.o eo.o sJ-1/a• 56• n.7_ I _ n.7 eo.o I 60.0 74• fi3.5 I 633 80.0 80.0 3Y 80.0 80.0 80.0 Ir 80.0 53-1/B" Sr 66.7 66.7 _ 80.0 80.0 74• 53S - 53.5 80.0 I 80.0 3Y 75.9 _ 75.9 80.0 60.0 57-1/B' I 7Y 363 80.0 80.0 - 74' _565-� {4.5 44S 80.0 a0.0 }7• 53-7/8 74' 76• 71.4 _ I 529 1 41.4 � 71.a 52.9 4,.4 80.0 _ 1 80.0 _ _80.060.0 80.0 I 80.0 76 10.7 I 40.7 80.0 t 80.0 24• 80.0 I Bo.0 e0.0 �._80.0 eo.o J6• eo.o Bo.a � Bo.o Bo.o oo.o eo.o se' 60' �• 80.0 80.0 _eo_D e0.0 80.0 76" _ 80.0 80.0 80.0 80.0 80.o eo.o w.o 774• BO.o 24' 80.0 80.0 80.0 - I 80.0- SB' 80.0 80.0 80.0� 80.0 48• e0' �• BOA 80.0 80.0 80.0 80.0 _ BO_0 80.0 80.0 77.9 77.9 76• 77.9 77.9 70.5 70S _ 70.3 54' 70.5 24• 80.0 80.0 e0.0 80.0 80.0 3e• 80.0 80.0 e0.0 48' 60" W. 76.5 � 63.J � 76.5 65.3 80.0 80.0 B0.0 80.0 78• 56.6 ss.fi_ n.9_ -� n.a 84• 53.8 53.8 70S I 703 24• I 80.0 I 80.0 8(1.0 80.0 n.7 ao.o eo.o 3s• 4B• 80• 72• 61.2 81.2 80.0 80.0 1 51.3 80.0 Bo.0 77.9 77.9 76• I _S1.S 45.a 45.8 DESIGN LOAD CAPACITY - PSF F1%!D CASEMENT (0 ) FRAME DIMS. GLASS TYPES A' k *Al' GLASS TYPE B. WIDTH I LENGTH EM.(+) 11M.(-) IXi.(+) I1M.(-) 19-,/B• 80.0 80.0 80.0 lOD.0 28-1/2" I 28, J7• a0.0 a0.0 a0.0 100.0 m.o 1 Ito.o Bao ,ao.o 53-1/8• I eo.o I eo.o eD.o iao.o 79-1/e• I 80.0 I 80A 80.0 100.0 28-t/2' I 38-3/8' 37' m.0 80.0 80.0 80.0 80.0 80.0 ,00.0 100.0 100.0 53-1/8' 77.1 77.1 77.1 98.4 19-1/8• e0.0 e0.0 e0.0 10D.0 26-1/2' so-s/e• 80.0 80A B0.0 100.0 s},/e• � 79-7/e• Bo.oIlao.oze-,/z•sB'Iso.o�iao.o 3Y A5WS.5,5"sfi.s7J.1 80.0 100.0 19-�,,, 26-t/z' 80.0 100.0 80.0,00.0Jr 80� 100.019-1/8• I .. B0.0 � 100.0 26-t/2• 72' 80.0 L 80.0 80.0 � t0O.0 37" B0.0 a0.0 80.0 100.0 19-1/8' � 80.0 80.0 80.0 100.0 26-tn• I 78" }r e0.0 1ao.0 80.0 80.0 Bo.o � eo.a eo.o loo.o 3e-,/z' ,lao too.o ao.o eoa 24' I 80.0 BOA ,l0.0 100.0 80.0 + 80.0 B0.0 80.0 eo.o t_-so.a 80.0 100.0 80.0 1 100.0 eo.o Ikk lao.o 30• 32' 3B" 42• 70.5 �-70.5 70S I 88.1 t- M. 81.7 81.7 81.7 I rr.t 24" 80.0 90.0 80.0 100.0 }0• 80.0� 100.0 80.0_L80.0 32" 60' 80.0 80.0 80.0 i 100.0 {2• 70.5 I 70S 70S I 88.1 24' 80.0 80.0 _80.0 I 100.0 80.0 80.0 �• 32• 72' 80.0 700.0 80.0 80.0 BO.o 100.0 36• B0.0 80.0 80.0 I 100.0 24• B0.0 B0.0 BO.0 100.0 80.0 80.0 80.0 100.0 JO" 84• 3z' eo.o eo.o 1fo.o lao.o 24" 80.0 I 80.0 80.0 I 100.0 swsd 617119 18Y SEE EL ANCHORS �U (7 WOOD BUCK SEE dam• ` \ _______ __________ 1 FOR SPACING m �� METAL 4, • 4 c ` • a �� a EDGE 01_ST__ Ax EDGE STRUCTURE 1 MUWONNk� ION ANCHORS I - •I j• EDGE y \ o 11 SEE SEPARATE NOA 1 I _ DIST/� L QQ DISf ,�EDGE OIST�• " J II �IS � � � _ • � C S 1 \ I N I H I 7 •••• w ' • • • �� • 14, S 14 TYPICAL SEEELANCHORS TYPM.U.� EUE6 J TYPICALANCHORS• • •: •�� • • • • •e• • p FOR SPACING FOR SPACING FOR SPACING T7 18�• • ••• ••• ./ �Z •p� � 2 / •• • ••••• •• ~ W O� F•• 0 •••••• • • •••i WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS • • • • •?I v (,j ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •• •• ••• ••j�Z AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • 0- o I • - • • = Sn • •••• o oz TYPICAL ANCHORS: SEE ELEV. FOR SPACING 000 1 §c i •'6 5/16" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSQ • • • • • 4 �• Jv J 1 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • to ,o MFAn AI cc $ o a FR 1 BY BUCKS INTO CONC. OR BLOCKS 84" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) m4" MIN. EMBED INTO BLOCKS (JAMBS) Q VJ 3 k 1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) - � 0 o � W ' 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) gJ m ' 5,/16' DIA, TEKS OR SELF-DRILUNG 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 I % - ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN-) o {14 STEEL: / 21 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN-) 20- A�� ✓ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PHNIEO) _ PFTr`1I Cf_1f_C_ I11Ci1A1(:C �. ' f 14r v-L-�}'-'? ✓ INTO CONCRETE AND BLOCKS = 2-1/2" MIN. _ y r INTO WOOD STRUCTURE = 1" MIN. i ' B _ INTO METAL STRUCTURE 3/4' MIN. ° '6 • I �- WOOD AT HEAD, SILL OR JAMBS SG - 0555 MIN. ```��11111 I I CONCRETE O HEAD. SILL BLOCK JAMBS Bf*cS 3000 PSI MIN. ``�=PJ.t�./W.-�— I {' C-90 HOLLOW/FILLED BLOCK AT JAMBS ('m = 2000 P51 MN. � Y 1+" •.,7q"CC_JJ' = f A gg • n No. 705B2 3 i ..a ,. s drawing no.l • ' A I I TYPICAL ANCHORS ORIDP' - • -I MR ELEV. ING ....►nt ��G'\ 19-28F ) lFL #29676 //III l l l l l' meet 7 of 14) Sealed 8r7119 1 /4' MAX A O SHIN G' 1/4' MAX. O SHIMS �r iffy ?Z 1 ! wood BUCKS TYPICAL ANCHORS • •- _ - < -SEE ELEV. Y C fOR SPACING m � ' EXTERIOR / 1 14 -!` 2 .--- D.L.OPG. _ —y ✓ /1144 }JJ WINDOW MOTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAT(. -SHIM A / 414 METAL STRUCTURE EXTERIOR iffy WOOD BUCKS °• - o VENT MDTH •'� I A11 Ilj ,cam TYPICAL ANCHORS O SE SPACING ; No.701M S I it Ik I k '',. , �Q '•.• OF drawing no. 19-28F FL #29676 `// ,R AL1E�\�� •neet a of 14) V F.B.C. o APPROVED MULLION - w SEE SEPARATE APPROVAL — - I TYPICAL ANCHORS err ELEV. 0 h SPACING ' O � a 0 �I V 0 IIf•_i�i • LLZ���ii(• • • ••i• �t=ili�:♦I WINDOW WIDTH _.a. _ MNO�I wN�1._ (^ • f••f•• ♦ �vlip 0l •••• I z a R •• • • • ••• IZI�N�� 1/4' MAX. � � FNA10 � Y SHIMS AQ FC 3 SSI�Z�R TYPICAL ANCHORS w O J ° — SEE ELEV. '1 • FOR SPACING.�� pp' Sealed e77l19 1 BY TYPICAL ANCHORS WOOD BUCK -SEE ELEV. FOR SPACING O (14 I +a ` 114 • a + T » _EDGE 17�. • � >: 4 9 • • TYPICAL ANCHORS L _ SEE ELEV. FOR SPACING �ou, r FRAMES h J n CAN BE USED AT ALL SUBSTRATES SHOWN ON SHEETS 7 AND 8. Z • • I j% p 1S e1 • p� I •••• ••• LLib•• QQz I• 1/4• MAX. SHMS .s- • • • • 000 ^1�--• • • ^ •••••• • '— 1 FlJ H • • • • • • v n �• •N wooD BUCKS,; I _ ` aJ / 60, . , • • • • g •� / • TYPICAL ANCHORS vv SEE ELEV.-� �•. • • • 1 ! SPACING SPACG � tcVJ3y 25 H ca0R I I EXTERIOR N (' D.LOn. FIXED VENT WIDTH WINOON WIDTH FL #29676 Sealed 8.7/19 00 •o 1i ;I drawing no. t_9-28F sheet J g of�4, TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. WITH REM. 4>i ANCIgflS AT TRANSOM OPMG. •O1H HEIGHT (Hly HEIGHT (Q) INCHES NCN6 0404M WITHOUT IDEDIP. 48 00.0 80.0 2 50 , 50.0 80.0 3 _ -62 36 24 80.0 90-0 3_ a0.0 a0.0 74 4 86 95 I - 8D.0 5 48 4 80.0 00.0 3 3 3 - 50 39 3/9 24 90.0 -a0.0 _ _ 80.0 80.0 62 74 80.0 90.0 4 86 - 80.0 4 98 - 90.0 _ 5 48 80.0 80.0 _ 90.0 _ 80.0 3 3 50 62 48 24 80.0 so.0 4 74 I 80.0 a0.0 4 _ __- _98 _- _ 80.0 S 98 - 80.0 6 _ 48 80.0 80.0 _ 3 50 80.0 90.0 3 62 50-5/8 24 80.0 _ _ - 80.0 ^80.0 - 80.0 4 4 - -74 a6 - a0.0 - 5 - 98 1 - 80.0 6 80_0 80.0 3_ - -48 50 800 80.0 3 62 56 24 80.0 80.0 4 74 - BOA 80.0 5 as - 80.0 5 95 - 80.0 6 48 90.0 90.0 3 80.0 80.0 3 50 62 60 24 _ 80A 80.0 _ 4 74 80.0 80.0 5 a6 - 80.0 a 98 - 80.0 6 48 80.0 80.0 3 50 80.0 80.0 3 62 63 24 90A a0.0 80.0 4 74 80.0 5 86 - _ 80.0 6 - 98 - 78.5 6 4a _ I 80.0 80.0 4 I 80.0 80.0 4 76 24 _ _ 62 aD.0 80.0 _5 74 I 80.0 80.0 6 t A to 1 /to \ I \ 22 D.L OPG. � 1 U ,7 -1- 4 l r of 111 h�J TRANSOM ANCHORS SEE CHART LEFT FOR OUANTOY 10 -j19 0000. 4boom (ywWU x 6 • _• - f-4 4o<<j•• 1 __J� I �•f•• r--- I • 41• REINF. ••• f h 1 h ••fi AS REOD. ••f L___ I -� SEE CW1RI LEFT ,y • ;`4 _ ••••• • li; fJ `0 / ••• • •• Ll •• • • • • • • Z 0004 T o �= oNM� J W ` J 0 I. 1 I W OJv W J o I -�.O..yi.. 4 Nn 70682 3 ' r EXTERIOR14 �r.0, drowing no.� nXED VENT won+- _ _ � s •-OR.D�•'��' 19-28F I FL #29676 ''4Nd�t�L� 0eheettooti4 S�� Sealed 9(2119 EDGE GIST. /A �Y o METAL F.B.C. APPROVED STRUCTURE MULLION & MULLION ANCHORS • n EDGE DIST. y SEE SEPARATE NOA C • tiI P q 3'r I Q IRu �t cOi ( �•\ ��rn i-�J �Is t � ��ae LL QOgg AD t Q ALT. I --- f '.Q O p • �� TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS • • • • • SEE ELEV. NG SEE ELEV.- SEE ACING p^ FOR SPACING FOR SPACING FOR ��� • • • • 0. j C 8 •••••• • •tzz 4. • •••• •••••3 ? ONG l •••••• • ••� to o. 44 2 • / t0 is • • • • Z h 1/4- MAX. © • • • • • SMMS • • , Jj 10 � o ••• �y Y ALT. TYPICAL ANCHORS z SEE ELEV. to FOR SPACING K w e • e, v W • LO TYPICAL ANCHORS c SEE ELEV. 1 'v- FOR SPACING li } �0 9 ALT. ... sD i .---1 i • INSTALLAON DETAILS WITH_FLUSH FTIRARE ADAPTER !j T , b SEE SHEETS 7 THRU 9 FOR WINDOW DETAILS �- ' c H 0 �ic oil ,alb, . , � L v � Q '•- OF . drawing nb. r EDGE DIST. :%�d`S. '• °... 19-2 7 FL #29676 ��!,ioNALAAA``� sheet 11 of 14`, sealed BU/19 ram. PART 0 QUANTITY DSSCRTPITON MATERIAL I MANY./SUPPLIER/REMARKS _1 E-602 _ 4/ WON. FRAME 6063-T8 - 2_ E-601 4/ WON. OPERABLE VENT 8063-T6 - — - 3-r E-8G4 14/ wDw. FIXED VENT 8063-T6- 4 E-603 I AS REDO. IMPOST— 1 E-605 AS REQD. IMPOST REINFORCING _5 6 E-9001 4/ LITE GLAZIIIG BEAD (LAM. GLASS) I 6063-T6- - 7 E-9003 -1 I 4/ LrrE GLAZING BEAD (915U" LAM. CLASS) L8063-T6 _ _ B t READ. i AS REA FLUSH ADAPTER 60-T8 I - - - — 83 9 _E_-212 E-2037 LAS READ. CORNER KEY 6063--T6 - 10 - -E_-1018 AS REOD. Fl1TED VENT CP/ER tINTERKIR 60Q3-T6 - 11 C-3001 AS REOD. _ GLAZING GASKET lSANTOPRENE - 12 1 G-601 i AS REDD. i EXTERIOR GLAZING GASKET (5/16' • INSUL GLASS) EPDM DUROMETER 70±5 SHORE A_ 13 I G70-04 AS REOD. I E%TWOR_GLAZING GASIQT (7/16' GLASS) EPDM 7035 SHORE A 14 1 G_3005 AS REDD. BULB 1V RIPPING ... _ _DUROMETER SANTOPf ENE - 15 G-602 _ 2/ UTE SETTING BLOCK _ _— _ — I 11CONE S t 16 PJS45-SS i AS REOD. CORNER GLADE Si. STEEL 17 010 X 1/2' AS REDD. CORNER ASSEMBLY FASTENERS .t ST. STEEL .1 FH SMS 18 l /10 X 1-1/2" yA5 RE00. 16APOST ASSEMBLr FASTENERS ST. STEEL FH SMS 19 I /10 % 1' AS RE00. It FlXED VENT FASTDIEAS. AT 3' FROM ENDS h 13" O.C. ST. STE71 FH SMS 20 I - 1 2/ VENT _ 21 - 1/ VENT _NRX;ES OPERATOR // VENT MULTI POINT LOCK SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DOWSIL 795 SEALANT. LACKS: OPTION /1 MULTI POINT LOCK SYSTEM BY 'INTERLOCK' AT FRAME JAMB LOCK OPERATOR AT 12-1/2" FROM SILL FASTENED TO JAMBS WITH (2) /10 X 5/8' SUS. LOCK BAR SECURED TO JAMB WITH 9 GUIDES SPACED AT 10" O.C. MAX. EACH GUIDE FASTENED WITH (3) /10 X 1/2' P FH SMS 5 NYLON KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 15" O.C. MAX. EACH FASTENED WITH (2) #10 X 5/8' P FH SMS HINGES: MULTI LOCK SYSTEM BY 'ROTO FRANK OF AMERICA' AT FRAME JAMB LOCK OPERATOR AT 11-1/2" FROM SILL FASTENED TO JAMBS WITH (2) /10 X 5/8' SMS. LOCK BAR SECURED TO JAMB WITH 8 GUIDES SPACED AT 10" O.C. MAX. EACH GUIDE FASTENED WITH (3) #10 X 1/2' P FH SMS 5 ST. STEEL KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 17' O.C. MAX. EACH FASTENED WITH (2) #10 X 5/8' P FH SMS 'STORMB76' FRICTION HINGES BY 'SECURISME' 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: DUAL ARM ROTO OPERATOR /0001-0251 BY 'INTERLOCK' DUAL ARM ROTO OPERATOR /OPO6-7785-AS BY LOCATED AT SILL END 'ROTO FRANK OF AMERICA' FASTENED WITH (8) j8 X 1/2' P FH SMS LOCATED AT SILL END FASTENED WITH (9) 48 X 1/2' P FH SMS SNUBBERS: 'ASD2' 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. 'CP81' 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 15 REOUIRED TO OPERATE All i7 i i •• k l \� drawing no. OIRION FL #29676 � ,YONIAL sheet 12 of 1_4 Sealed 67119 - 3.117 - i - 2.950 �- 1.828 1I I .060 7YP ;�- ` V 078 1.731 - 125 1'pJ 2.902 .950 I I 1.071 078 TYR {7-I Z m 0 n 3.402 3.272 F 1.396 mS38--^2.322 WCQ;OGLAZING Ft BEAD (LAM. GLASS)S. .520 060 T1P. �-�� .950 i 1.073 IL_ - V FRAME t 1.268 -' O FIXED VENT • • • • • • ; • • •••••• • • • ...... . cy G 8 i rgg�r 1�gY�j• (W s Z ^ ^- 2.79t - A29 aQ$ T 1 633 - .... ... I� p .. 241 = 1 • 593 GLAZING BEAD (INSUI. LAM. GLASS) J 1 • • • • • • • •••••• 3 z • •�y I�I g Vl o! 3.272 669 2.708 - • • • • • • 3 w 8 2.322 ll 062 10 FIXED VENT COVER • • • • • •A 41z z_ R u J�J 1 076 , TYP. 4vv. .ram 674 • • ; • • • • • • • M L• I 2.913 - -- I 2.786 ! ••• j m, Kix 1D $NM H V OPERABLE VENT O FLUSH ADAPTER 1 I o ^_ 3.117 U p J R WW .078 TYR 2.119 �.199 119=== ' i 2.475 1.530 5.993 F-2.192 c O CORNER KEY • Iv 2.740- V-- 2.066 - a c o •o b l .125 -.- O4 IMPOST 1.786 1249 2.194 Nm 1.395 L .375 �. t droning no.J O5 IMPOST REINF. FL #29676 �NAL%,%,0♦ 9h••t13oti4 SooW 677119 ID VIA11 �Z•I:Z:I� FRAME CORNER d= „s �n A I O �ro o A No. m9B¢ 3 A OF drawing no. FL #29676 sheet 14 of 14. nnm�` searoaenn9