The URL can be used to link to this page

CC-19-447---M-44 I - `..._ ..• _ .. , . _ .:%`i. ...... �. -�,+ .�,•.� -•.._- �. tee. - _� u i si1 ♦ cc��y` ,{ ,�3j�s� •1t ;a ,,�,,11,,•� '�/•�� i"�A �J' '1, b '+4y'S��;k� .,4•'¢ySRlt -r+, �+�M, `i T'.�.t i iL�� '�i f, ,* i�i, �. •� 11•.!•F� J"'a�iS, `' ,� , �: i;��~y��•7•� L � _ . �* � :r�itti�.3,.7y; _t,` �r.�ti�`'1_.`t lac �:�� "� '•r'T�-�`� A'!."� ...� R�� i�� !�,�al,��.'��s��.� ^�... � 4 Certificate of Completion r- i Miami Shores Village � ' ,. .j 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 rf y, Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department _ t Description: KITCHEN AND TWO BATHROOM UPDATE. w j Permit Type Building (Commercial) Bldg. Permit No. CC-02-19-447 ° �• ' i Owner CHRISTOPHER J SWARTZ Contractor HABITAT GROUP INC �ii' C r •: < Subdivision/Project Date Issued 05/08/2020 -•yr4 Construction Type V-B Occupancy R-2 Type Square Footage 400.00 Flood Zone AE-9�' �• t�`I Location If the building is located in a special flood hazard area documentation of the as -built lowest floor ` ti • .�� 1700 NE 105TH ST 514 elevation or lowest horizontal structural member has been provided and is retained in the records of •i'' Miami Shores, FL 33138 Miami Shores Village. ry i f This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the rT 5 T°3` -c t; `SN�Nc 193Z V� time of issuance this structure was in compliance with the various ordinances of the jurisdiction -A <<� regulating building construction or use. FNTES IN so \O RID% .,1 2-1 1• Building Officials Approval Ismael Naranjo, CBO , Not Transferable tiH POST IN A CONSPICUOUS PLACE ice+ }# "pP' AQ�J"t�r'4'r�i s d � r�� Miami Shores Village Building Department 10050 NE 2 Ave ,Miami Shores FL 33138 y. 4 ." Permit No. CC-02-19 I _ Type: Building (Commercial) Workciess: A oration 0e- M Qfef-- Awe�r —A Issue Date: 6/10/2019 Expires:12/09/2019 INSPECTION REQUESTS: (305)762-4949 or log on at https://bldg.msvfl.gov/energov—prod/selfservice Requests must be received by 3:30pm WORK ISALLOWED: MONDAYTHROUGH FRIDAY, 8:00AM - TOOPM SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDINGAND ROOFING INSPECTIONSARE DONE MONDAYTHROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMITAPPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . POST ON SITE 1122300500900 Owner's Name: CHRISTOPHER SWARTZ Owner's Phone: Job Address: 1700 NE 105TH ST 514 Total Square Feet: 400 Miami Shores, FL 33138 total Job Valuation: $ 16,000.00 Contractor(s) Phone Address HABITAT GROUP INC (786)299-9903 1119 NE 8 ST, HALLANDALDE, FL 33309 Description: KITCHEN AND TWO BATHROOM UPDATE. 7-0 -- G�r+r✓ l cr...C't ✓r ' .— r� i7di) '� vl`.w.a ,�2_ CsS"'�6 - L.1 n IL y WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap In -Progress Roof Installation Roofing Final Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS :.... INSPECTION DAT N Attachment PUBLIC WORKS INSPECTION DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMM NTS DI INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final ' l � PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 06/10/2019 Parcel Number 1700 NE 105TH ST 514, Miami Shores, FL 33138 1122300500900 Contacts Permit No.: CC-02-19- 47 Permit Type: Building (Commercial) Work Classification: Alteration Permit Status: Approved Expiration: 12/09/2019 CHRISTOPHER SWARTZ Owner 1700 N. E. 105 ST. #513 HABITAT GROUP INC Contractor JOHN DUQUE 1119 NE 8 ST, HALLANDALDE, FL 33309 Business: 7862999903 Description: KITCHEN AND TWO BATHROOM UPDATE. Valuation: $ 16,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 400.00 Fees Amount CCF $9.60 Cert. of Compl. for Single Fam and Duplx $50.00 (Manual) Commercial Application Fee $200.00 DBPR Fee $7.20 DCA Fee $4.80 Education Surcharge $3.20 Permit Fee $280.00 Planning and Zoning Review Fee $50.00 Scanning Fee $33.00 Structural Review ($90) $90.00 Technology Fee $12.00 Total: $739.80 Payments Date Paid Amt Paid Total Fees $739.80 Credit Card 06/10/2019 $689.80 Credit Card 02/27/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accur and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the.,ab� ed contractor to do the work stated. Authorized Signature: Owner / / Agent Date June 10, 2019 Page 2 of 2 CA EID ED Miami Shores Village Building Department Ee 2 7 2L� �- g7BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 3313E Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. `BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11 OO 4 a wS '-ser. . S l4 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 i' M0>0 ' 0 fro • Q 010 0 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: L Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): GKM'i'r0�i'IG�' U>hfK Z Phone#: 3057- 300--loud Address: 1.100 1•:e SOS 45r X 514 City: Klk&At State: FJL- Zip:3313$ Tenant/Lessee Name: r_ _ Phone#: Email: CONTRACTOR: Company Name: 44 tl-,r 6000&, P 1AC Phone#: -74 6 Z-W 97 �3 Addr City: Quall State Certification or Registration #:C.&! �. K-j, 7 Certificate of Competency #: { hone#: DESIGNER: Architect/Engineer: Address: City: State: Zip: Value of Work for this Permit: $ 16,1000 • 0n Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: V-1'rW'IAVyJ %0&00 10 4 9,-IPOTU Moor-t Specify color of color thru tile: Submittal Fee $ �..'W (-0Permit Fee $ ��^ � CCF $ won 0 CO/CC $ `R� Scanning Fee $ ) • Radon Fee $ 4 bV DBPR $ -1 • ! Notary $ Technology Fee $ 0 Training/Education Fee $ Z.G Double Fee $ Structural Reviews $ t 2- Bond $ �5O TOTAL FEE NOW DUE $ oV (Revised02/24/2014) 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, P6OLS, 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 CCV4CTOR The foregoing instrument was acknowledged before me this day of 20 �� by me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sig Print: i�'I:JtiZ The foregoing instru rot as acknowledged beforemethis day of 20 7 by •, ��'�� "�' ' �'� who is personally known to me or who has produced as identification and who. did take an oath. NOTARY PUBLIC: Sign: Print: Notary Publi' State of Florida Seal: Peec,� LAZAROALVAREZ Seal: .;' My Commission GG 193011 'Expires05104/2022 zooy'y * MYCOMMISSK)r1i{FF946879 ��,,, N"�4 EXPIRES: January 17, 2020 °� ;Ik V, Bonded Thru Budget Notary v APPROVED BY Plans Examiner Zoning P% Structural Review (Revised02/24/2014) Clerk - 6 ' - ' TM _ BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications Contact Us I BCIS Site Map I Links Search 0000 �I O -r � Product ApprovalUSER: Public User �• •••••• • • • Product Approval Menu > Product or Application Search > Application List > Application Detail • • • • 0000 • •1!�f� FL# FL20359-R2 •'•• • •• ••••• Application Type Revision • • • • • • • • • • • • • • • Code Version 2017 •• •• •• •••••• • Application Status Approved • • • • • • • • Comments • • • • • • • • • Archived • • • Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Horizontal Slider 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding Window(LMI- MI)-CI 2017.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 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 Summary of Prnducts • • FL # Model, Number or Name Description • •.. • • 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resistant-AdfAinum hoAzon" sliding Sliding Window window. • • • • • • • • • • Limits of Use Installation Instructions" " " Approved for use in HVHZ: Yes FL20359 R2 II SS -Series ►1C*3QQ-Alum Horizontal Sliding Win w (LMI) 2017 DWG W�6 2`G.q�1f Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 000000 Design Pressure: +90/-140 Created by Independent Third P#r%: Yes ' Other: See attached drawing W 16-26 for span vs. load Evaluation Reports • • • • • • combination and installation details. FL20359 R2 AE SS -Series MG-300 Alum 11arlIgAl Sliding Window (LMI) -PAE 2017.Qd 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: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-28 for span vs. load Evaluation Reports combination and installation details. FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding Window(SMI) -PAE 2017.pdf Created by Independent Third Party: Yes Back Nett Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. (;Qpyright 2007-2013 State of Florida.:: Priv y 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 this entity. Instead, 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 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 are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FM C Credit Card Safe n AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMEW". • t f • PRODUCT APPROVAL EVALUATION ' ' • RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D 000000 *see •FL20359 •• WaW 01/08/2b18 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"(X0) 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 requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ,.,.....AHM.,,, p ,,G E iy� �• t Javad Ahmad PE # 70592 f AI-Farooq Corporation EB # 3538 F '' ° R N �2 S � SS/pNA�E��:�``` 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.com I alfarooq@afcene.com AL-FAROOQ CORPORATION... CONSULTING ENGINEERS & PRODUCT DEVI��PME`y„T • .. ...... ... . 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, JP. E q0 � KS.p•. No 70592 f .41 a �i�cc '•.. O R 1 P'G�?` Sealed: 1 /12/2018 "ONA0 Ear.`• Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com - 'Uq i BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links Search I bpr a �ra.'� Product Approval �':,:, USER: Public User rn IV - Product Approval Menu > Product or Application Search > Application List > Application Detail an • "I FL # FL25959 Application Type New Code Version 2017 Application Status Approved 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 Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 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. e Validation Checklist - Hardcopy Received Certificate of Independence FL25959 RO COI SS -Series MG-1100 Alum SGD (MI MI) -CI 2017.12f Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code 2 v 7 o Product Approval Method Method 1 Option D Date Submitted 01/26/2018 Date Validated 01/29/2018 Date Pending FBC Approval 01/30/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 25959.1 Series MG-1100 Aluminum Sliding Large missile impact resistant 3-track aluminum sliding glass Glass Door door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25959 RO II SS -Series MG-1100 Alum SGD (LMI)-2017 DWG 18-06F.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE #70592 Design Pressure: +80/-100 Created by Independent Third Party: Yes Other: See drawing 18-06F for span vs load combinations and Evaluation Reports installation details FL25959 RO AE SS -Series MG-1100 Alum SGD (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes 25959.2 Series MG-1100 Aluminum Sliding Small missile impact resistant 3-track aluminum sliding glass Glass Door door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25959 RO II SS -Series MG-1100 Alum SGD (SMI)-2017 DWG 18-16F.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE #70592 Design Pressure: +80/-100 Created by Independent Third Party: Yes Other: See drawing 18-16F for span vs load combinations and Evaluation Reports installation details FL25959 RO AE SS -Series MG-1100 Alum SGD (SMI)-PAE 2017.pdf Created by Independent Third Party: Yes Rack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employers �;QRyright 2007-2013 State of Florida.:: Priv y 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 this entity. Instead, 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 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 are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® ® eClrck Credit Card Safe 71 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D FL 25959 Date: 01/25/18 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-1100 ALUMINUM SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Frame Height: 120" Maximum Load: +80 PSF, -100 PSF (Large Missile Impact) Installation Drawings # 18-06F 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 10/23/2015 8590 Idalmis Ortega, P.E. Leakage Laboratory 8591 10/25/2015 8594 Hurricane Engineering & Testing, Inc. 11/28/2017 HETI-17-5078 Rafael E.Droz-Seda, P.E. HETI-17-5084 ASTM E331 Water Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Laboratory 8591 TAS 202 10/25/2015 8594 Hurricane Engineering & Testing, Inc. 11/28/2017 HETI-17-5078 Rafael E.Droz-Seda, P.E. HETI-17-5084 ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory 8591 10/25/2015 8594 Hurricane Engineering & Testing, Inc. 11/28/2017 HETI-17-5078 Rafael E.Droz-Seda, P.E. HETI-17-5084 ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Laboratory 8591 10/25/2015 8594 Hurricane Engineering & Testing, Inc. 11/28/2017 HETI-17-5078 Rafael E.Droz-Seda, P.E. HETI-17-5084 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 TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory 8592 8596 8593 Hurricane Engineering 11/28/2017 8591 HETI-17-5079 Rafael E.Droz-Seda, P.E. & Testing, Inc. HETI-17-5085 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: po'AHM",,,No 70592 Javad Ahmad PE # 70592 :9• ST i OF :4W "O AI-Farooq Corporation EB # 3538 Sealed: 1/26/2018 1235 SW 8711 Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com J0 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 26, 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-1100 Aluminum Sliding Glass Door (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, PDi�AHM,,,, . No 70592 �'. STQ'T OF41 ,tcS,'cE/`O '14S/O' Ems;.`` Sealed:1/26/2018 Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroocl@afceng.com Page 1 of 6 MecaWind v2311 Sof-ware DetieloJer. Meca .-,__--prises lnc , www meca.bi7, :�onvright _013 Calculations Prepared by: Calculations Prepared For: Client: Luis Date: Feb 26, 2019 Project #: RESIDENTIAL BUILDING 1700 Designer: Fermin Martinez Location: Miami Shores Description: New Slinding Door and Windows FileLocation : C:\Program Files (x86)\MecaWind\Javier miami beach 2019.wnd Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category Wind Design Speed = 175.0 mph Risk Category Structure Type = Building Building Type General Wind Settings Incl_LF = Include ASD Load Factor of 0.6 in Pressures DynType = Dynamic Type of Structure NF = Natural Frequency of Structure (Mode 1) Zg = Altitude (Ground Elevation) above Sea Level_ Bdist = Base Elevation of Structure R VI SDB = Simple Diaphragm Building S:-"`-RUC j UK MWFRSType = MWFRS Method Selected Topographic Factor per Fig 26.8-1 APp RovEo_ Topo = Topographic Feature Kzt = Topographic Factor Building Inputs Roof Building Roof Type = MonoSlope W L Length Along Ridge = 400.000 ft EHt RE Roof Entry Method = Slope Slope: Theta: Roof Slope = 1.19 Deg Par . Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 11.500 Zg: At: Const from Table 26.9-1= 0.087 Bt: Am: Const from Table 26.9-1= 0.111 Bm: C: Const from Table 26.9-1= 0.150 Eps Overhang Inputs: Std = Overhangs on all sides are the same OHType = Type of Roof Wall Intersections D = II Enclosed = True = Rigid 10.000 Hz .000 ft 000 ft A1( rue .27 Pt 2 • • •• • •••••• ••.••. •- Nt3ne ••.•.• "'••• = 1•.000 •00 :00 • Width Perp to �4200 �000 fib•+. Eave Height •• •• = 47!0000 fti+++•• Slope of Roof rer: = 0,.25 :12 •• Is there a Pampet • False ++.+:• • • • • • Const from Table 26.9-1*.1a0.'000 ft Const from Table 26.9-1= 1.070 Const from Table 26.9-1= 0.800 Const from Table 26.9-1= 0.125 = True = None Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>l Hz) use 0.8�*"� ��y�°'�� = 0.85 Gust Factor Category II Rigid Structures - Complete Anal � 5�5+. ,17' �Of J. Zm = 0.6 Ht _' 28.200 ft Izm = Cc * (33 / Zm) ^ 0.167 ij y�c S 'f�1.154 Lzm = L (Zm / 33) ^ Epsilon UL i �S37.353 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0�.5 m !k9.862 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))Z ' CCCr- 865 Gust Factor Used in Analysis �, lL G = Lessor Of G1 Or G2 v Z.850 Main Wind Force Resisting System (MWFRS) Calculations per - Theta = Roof Slope in Degrees �`"b, '"dt r,4 0� = 1.19 Deg h = Mean Roof Height: Theta <= 10 Deg use Eave Height ��►!ata2:i�= 47.000 ft Zh = Mean Roof Height for Kh: h + Base_Dist = 47.000 ft Kh = Since 15 ft (4.572 m] < Zh < Zg --> 2.01 * (Zh/zg)^(2/Alpha) = 1.257 file:///C:/Users/miguel/AppData/Roaming/MecaWind/SelectedAnalysis.html 2/26/2019 Page 2 of 6 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 Theta = Slope of Roof = 1.19 Deg LF = Load Factor based upon ASD Design = 0.60 Wind Pressures per Ch 27 Part 2 - Normal to Ridge All wind pressures include a load _`actor of 0.6 i roof ht. Wind B Plan Elevation L = Building Length Parallel To the Direction Of Wind B = Building Width Normal To the Wind Direction L/B = Ratio Of L / B LHD = Least Horizontal Dimension: Min(B, L) a1 = Min(0.1 * LHD, 0.4 * h a = Max (al, 0.04 * LHD, 3 ft [0.9 m]) 0.5*h = Parameter used to define zone width: 0.5*h Ph = Net pressure at the top Of the wall per Table 27.6-1 Po = Net pressure at the base Of the wall per Table 27.6-1 Ps = Side Wall Press: Table 27.6-1: 0.2<= L/B <= 1, use 0.54*Ph P1 = Leeward Wall Press: Table 27.6-1 : 0.2<= L/B <= 1, use 0.38*Ph Pwh = Windward Wall Pressure at the Top per Table 27.6-1: Ph + P1 Pwo = Windward Wall Pressure at the Base per Table 27.6-1: Po + P1 Lambda = Exposure Adjustment Factor for Roofs per Table 27.6-2 Roof Uressures per Table 27.6-2 - Normal to Ridge •••• •••••• • 200.000 •fit;••• •=•4+00.000•ft••• = 0*�00 ••••;• = f00.000 ft'. %.1.9.800 f2•••• '= 18.800 fit•••: =.23.500 ft • =•61.50 psf = 55.39 psf = -33.21 psf = -23.37 psf = 38.13 psf = 32.02 psf = 1.164 file:///C :/Users/miguel/AppData/Roaming/N4ecaWind/SelectedAnalysis.html 2/26/2019 Page 3 of 6 Flat Roof (0 < 10 deg) Zone Pressures Normal to Ridge Zone Load Load Case 1 Case 2 ---- psf ------ psf ------ 1 0.00 0.00 2 0.00 0.00 3 -53.34 0.00 4 -47.57 0.00 Wind Pressures per Ch 27 Part 2 - Normal to Eave All wind pressures include a load factor of 0.6 i roof ht. Wind B Plan Elevation L = Building Length Parallel To the Direction Of Wind B = Building Width Normal To the Wind Direction L/B = Ratio Of L / B LHD = Least Horizontal Dimension: Min(B, L) al = Min(0.1 * LHD, 0.4 * h a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) 0.5*h = Parameter used to define zone width: 0.5*h Ph = Net pressure at the top Of the wall per Table 27.6-1 •••• •••••• • • • • • • • . • . • • • • • •••••• • • • • • • • • • • = 200.000 ft = 400.000 ft = 0.500 = 200.000 ft = 18.800 ft = 18.800 ft = 23.500 ft 61.50 psf file:///C:/Users/miguel/AppData/Roaming/MecaWind/SelectedAnalysis.html 2/26/2019 Page 4 of 6 Po = Net pressure at the base Of the wall per Table 27.6-1 = 55.39 psf Ps = Side Wall Press: Table 27.6-1: 0.2<= L/B <= 1, use 0.54*Ph = -33.21 psf Pi = Leeward Wall Press: Table 27.6-1 : 0.2<= L/B <= 1, use 0.38*Ph = -23.37 psf Pwh = Windward Wall Pressure at the Top per Table 27.6-1: Ph + P1 = 38.13 psf Pwu = Windward Wall Pressure at the Base per Table 27.6-1: Po + P1 = 32.02 psf Lambda = Exposure Adjustment Factor for Roofs per Table 27.6-2 = 1.164 Roof Pressures per Table 27.6-2 - Normal to Save Flat Roof h (0 < 10 deg) . . .... ...... Zone Pressures Normal to Eave • • • • • Zone Load Load •••••. Case 1 Case 2 • • . psf psf .... . •• ••:•.• ---- ------ ------ . . . . 1 0.00 0.00 3 -53.34 0.00 . . . ..•.% ...... 4 -47.57 0.00 ' ' ' • •0*000 5 -39.01 0.00 '• • • •• • A pressure of zero '0' indicates that the load case is not applicable for that zone. Wind Pressures per Ch 27 Part 2 - Parallel to Ridge All wind pressures include a load factor of 0.6 file:///C :,/TJsers/miaueUAppData/Roaming/MecaWind/SelectedAnalysis.ht nl 2/26/2019 Page 5 of 6 i roof ht. Elevation Plan L = Building Length Parallel To the Direction Of Wind B = Building Width Normal To the Wind Direction L/B = Ratio Of L / B LHD = Least Horizontal Dimension: Min(B, L) al = Min(0.1 * LHD, 0.4 * h • • • a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) 0.5*h = Parameter used to define zone width: 0.5*h Ph = Net pressure at the top Of the wall per Table 27.6-1 . " "• Po = Net pressure at the base Of the wall per Table 27.6-1 Ps = Side Wall Press: Table 27.6-1: 2<= L/B <= 5, use 0.64*"M'•' P1 = Leeward Wall Press: Table 27.6-1 : 2<= L/B <= 5, use O'27-"Ph Pwh = Windward Wall Pressure at the Top per Table 27.6-1: Pk!•�'1:1 Pwo = Windward Wall Pressure at the Base per Table 27.6-1: Pb + 101 Lambda = Exposure Adjustment Factor for Roofs per Table 27.6-2 .'• •• • Roof Pressures per Table 27.6-2 - Parallel to Ridge Flat Roof h (0 < 10 deg) Zone Pressures Parallel to Ridge Zone Load Load Case 1 Case 2 psf ---- ------ psf ------ 1 0.00 0.00 2 0.00 0.00 = 400.000 ft = 200.000 ft = 2.000 •Z0.000 ft ••1'9.800 1t'•:' V.11.800 ft '. 23.500 ff " " . •5t.43 psf ' '= V.99 pSf;'•. 031.83 PSf•• -24. 70 159f •; • 39.73 psf •• .1Ji30 psf.... . .11!164 . • 0000 file:///C:/Users/miguel/AppData/Roaming/N4ecaWind/SelectedAnalysis.html 2/26/2019 Page 6 of 6 f 3 -53.34 0.00 4 -47.57 0.00 5 -39.01 0.00 A pressure of zero '0' i-.dicates that the load case is not applicable for that zone. Components And Cladding (C&C) Calculations per Ch 30 Part 1: Roof got shown 5' '� f tt"a[ls r4• Csble Roof B • = i a 3 •• • Theta = Roof Slope in Degrees h = Mean Roof Height: Theta <= 10 Deg use Eave Height • • Zh = Mean Roof Height for Kh: h + Base_Dist Kh = Since 15 ft [4.572 m] < Zh < Zg --> 2.01 * (Zh/zg)^(2)A Y4) Kzt = Topographic Factor is 1 since no Topographic feature syec!ffied Kd = Wind Directionality Factor per Table 26.6-1 ;•';•; GCPi = Ref Table 26.11-1 for Enclosed Building • • LF = Load Factor based upon ASD Design ; �•� qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF •• • LHD = Least Horizontal Dimension: Min(B, L) al = Min(0.1 * LHD, 0.4 * h a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) Wind Pressures for C&C Ch 30 Pt 1 All wind pressures include a load factor of 0.6 .... ...... 1.19 Deg....: *41.000 ft • •_ 11.000 ff:••. ••%.257 ••*** 1.'Q00 ...... Q.85 •• ::.tZ:0.18...... •= 0.60 • • •90�24 pif • =00200.000 ft = 18.800 ft = 18.800 ft Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ----------- ---- ft ------ ft ----- sq ft ------ ---- ------ ----- ------ psf ----- psf ------ door 1 4 15.000 6.670 100.05 No 30.4-1 0.741 -0.831 46.28 -50.80 door 1 5 15.000 6.670 100.05 No 30.4-1 0.741 -0.942 46.28 -56.38 WINDOW A 4 6.250 4.160 26.00 No 30.4-1 0.834 -0.924 50.95 -55.47 WINDOW A 5 6.250 4.160 26.00 No 30.4-1 0.834 -1.128 50.95 -65.72 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kpa] {Includes LF] Since Roof Slope <= 10 Deg, the wall pressures are reduced by 10% file:///C :/Users/miguel/AppData/Roaming/MecaWind/SelectedAnalysis.html 2/26/2019 DOOR DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES STD. ASTRAGAL REINF. ASTRAGAL GLASS TYPES A' & 'A1' GLASS TYPES 'B' & 'B1' C' & `C1' GLASS TYPES 'A' `Al' & EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 60 82-7/8 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 71.1 88.9 71.1 80.0 80.0 88.9 64.0 80.0 - - 64.0 80.0 30 36 42 48 54 60 84 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 71.1 88.9 71.1 80.0 71.1 88.9 64.0 80.0 - - 64.0 80.0 30 36 42 48 54 60 90 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 71.1 88.9 - - 71.1 88.9 - - - - 64.0 80.0 30 36 42 48 54 60 96 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 71.1 88.9 - - 71.1 88.9 - - - - 64.0 80.0 30 36 42 48 50 52 54 56 102 80.0 100.0 - - 80.0 100.0 80.0 100.0 - - 80.0 100.0 80.0 100.0 - - 80.0 100.0 80.0 100.0 - - 80.0 100.0 - - - - 76.8 96.0 - - - - 73.8 92.3 - - - - 71.1 88.9 - - - - 68.6 85.7 30 36 42 48 50 52 108 80.0 100.0 - - 80.0 100.0 80.0 100.0 - - 80.0 100.0 80.0 100.0 - - 80.0 100.0 80.0 100.0 1 - - 80.0 100.0 - - - - 76.8 96.0 - - - - 73.8 92.3 30 36 42 48 50 114 - - - - 80.0 100.0 - - - - 80.0 100.0 - - - - 80.0 100.0 - - - - 80.0 100.0 - - - - 76.8 96.0 30 36 42 48 120 - - - - 80.0 100.0 - - - - 80.0 100.0 - - - - 80.0 100.0 - - - I - 1 80.0 100.0 FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT ALL EXTERIOR(+) LOADS TO +76.7 PSF FOR 2-13/16" SILL HEIGHTS SEE SHEET 5 FOR DETAILS REINF. ASTRAGAL ONLY IN CONFIGURATIONS THAT REQUIRE ASTRAGAL. ANCHOR LOAD CAPACITY - PSF ANCHOR TYPE ANCHORS 'A', 'B', C' & `D' SHIM SPACE 3/8" SHIM 1/2" MAX. SHIM PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES 6 ANCHORS AT IITG. STUE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - 30 36 42 48 54 60 82-7/8 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30 36 42 48 54 60 84 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 30 36 42 48 54 60 90 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30 36 42 48 54 60 96 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 100.0 100.0 88.8 100.0 30 36 42 48 50 52 54 56 102 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 100.0 100.0 92.9 100.0 100.0 89.5 100.0 30 36 42 48 50 52 108 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 100.0 100.0 94.7 100.0 100.0 91.1 100.0 30 36 42 48 50 114 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 93.5 100.0 100.0 89.7 100.0 30 36 42 48 120 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 88.8 100.0 AVERAGE PANEL WIDTH - DOOR FRAME WIDTH NUMBER OF PANELS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD.�� STEP 2 DETERMINE DOOR CAPACITY FROM TABLE QN-6HEET-T7 FOR THE GLASS TYPE USED. �•+�� STEP 3 USING CHARTS ON SHEET 1 SELECT ANC WITH DESIGN RATING MORE THAN DESIGN I D IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS" 2:iAN9..t3 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 SEE SHEET 8 TO DETERMINE MIN. AND DIMENSIONS FOR UNANCHORED JAMBS. • • THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. • • • • SHUTTERS ARE NOT REQUIRED. • • • • • • •••••• SERIES 1100 (L.M.I.) ,.•••• ALUMINUM SLIDING GLASS DOOR 000000 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH 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 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 AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE 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 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.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #25959.1 • i o. 70592 V� J I tL co 0 Z OD 0 J oz M�4 Z Z 0 2 N d IL 6 m O p ` M 0 O j N tFo! L- ,0 UNn V Wei 0 a o a �.0Qi 0 rny� 3 O a Q W j .5w U) - O I6 �s s Q W 01 g • •••• Is � • • � 00 • N Z• • 00 1 • O 0 IN t � 3 • uNi • o p• • • c' 3. • 00 z 0 O • i N •I"� °o J ¢ Cys � I � o O N z un (n C� 0 J M G� N _j cn m ;_0� sheet 1 of 11)j Sealed: 1 /26/2018 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlas �By 'Kuraray America, Inc.' r 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' —1/4- HEAT STREN'D GLASS zm zm zm �N En G4 G3 II g G4 I:I G3 g 01 �\ �\ M U 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1 —1/4- HEAT STREN'D GLASS SILICONE SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 p DOW CORNING 995 0 DOW CORNING 995 0 DOW CORNING 995 w w w tA7 G11 AT 1/4 POINTS ON LITES G1 AT 1/4 POINTS ON LITES 5 G1 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE V GLASS TYPE T' 9/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' �1/4" HEAT STREN'D GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' —1/4" HEAT STREN'D GLASS SPACER SPACER o ALUMINUM o_ ALUMINUM a_ m(6063-T5) m (6063-T5) m _z z z G4 G4 M � i li I' G3 G3 toc� cl lil lil M c� SILICONE DOW CORNING 795 DOW CORNING 995 SILICONE DOW CORNING 795 DOW CORNING 995 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063-T5) SILICONE DOW CORNING 795 DOW CORNING 995 0 0 0 W it W G11 AT 1/4 POINTS ALL SIZES w G11 AT 1/4 POINTS ALL SIZES G11 AT 1/4 POINTS ALL SIZES GLASS TYPE 'AI' 1-3/16" OVERALL INSUL. LAM. GLASS GLASS TYPE `BI' 1-3/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS GLASS TYPE TV 1-3/16" OVERALL INSUL. LAM. GLASS V" v_ co 0 I Z nCO J O M N Z F W N D JL O 0 0 o O W N M U d N O�iaih C� c' uP ,-I Cf0M --o 0aoo.°a 0 O N Q W � LL 1L Z to - c OE M �1 5 cD g _i Q ui (2) r. •••• • • • • • • 0000 N •• • 0 • N • p — o • • O • i • • • • • 'co • • • • • O n 00 10*4r) •• • � a Rao a J 00 N n Z 10 cn J M �0LLJ LJ - r � a0 \`111111i1f�fit No. 70592 ' 01 •. sT e FL #25959.1 drawing no. 18-06F sheet 2 of 1 Sealed: 1 /26,8018 HEAD ANCHORS TYPE A. B OR C 4„ 100 CLUSTER OF 6 OR 8 HEAD ANCHORS TYPE A, B OR C 4" 4" a AT INTERLOCK/ASTRAGAL /-CLUSTER OF 4 3" MAX. �n f/ HEAD n'P• TYP. ,a �� (SEE SHEET 1) CORNERS I HEAD ANCHORS 288" DOOR FRAME WIDTH 1� I. E II it I� 11 -==1F i==[:I— II ,�, II �/ i/, G H ; F /� F) -�� w IC-4 = N II I ��-==-IL--- Ld \_ \O II I uw O _-_�E -=--11 --- --- -if� Ix Q a IT O II -=--IL--- I� II I n _= Ik-= II II II li II --li- I FALSE MUNTIN OPTIONAL (B) 42" D.L.O. 50 1/8" Do 42" D.L.O. 50 1/8" JAMBS NOT ANCHORED PANEL WIDTH PANEL WIDTH \ SILL ANCHORS I i 3" MAX. -- -- -- -- -- SILL CORNERS 4» SILL ANCHOR TYPE 'D' TYPICAL ELEVATION SILL ANCHOR TYPE 'D' CLUSTER OF 6 j CLUSTER OF 4 AT INTERLOCK/ASTRAGAL TESTED UNIT DAYLITE OPENINGS WIDTHS: PANEL WIDTH — 7.313" DAYLITE OPENING HEIGHT: PANEL HEIGHT — 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT — 2.625" MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. V" J cD 0 Z ;ON CD °° 11, Of J � � z QW N CL C 0L 0`0 0 d dIN M U �o LL to �yti D;d t o paoo.� C yy� cb O N Q W U. Z_ a ZMQ J Q W0 •• • v (� • N Z • pJ LO •••••• (N �••• M •••••• • • N t^ OD • 0 N •• • J 00�010 N R °° of 00 N LL n L� � N C9 LLI 0 JLLJ M NLU ° No. 70592 e ST E 0 FL #25959.1 ,OYAL �\`�� n `ol N n O v w v v drawing no. 18-06F sheet 3 of 11 Sealed: 1 /26/2018 XXX (SHOWN & REVERSE) xxo oxx o- XXX—O (SHOWN & REVERSE) o—xxx XXX—XXO (SHOWN & REVERSE) oxx—XXX XXX—XXX OXX—XXo NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 5 AND 6. 4. DOOR CONFIGURATIONS SHOWN WITH STD. ASTRAGAL ONLY. USE REINF. ASTRAGAL AS REQUIRED SEE SHEET 1 FOR CAPACITY AND SHEET 7 FOR DETAIL. �� • �----ram i •� — � 7-1 � r - �. •NH ■ 3FIsi'��jZOE FL #25959.1 "'fi;wwm � V� m 0 I Z � °h° °° h J O I- Z Z N Q� �cy al O o wN �yn cy �;d O— O y y 0 QW:)W 6 Y. z y = ° M .:O0Q j Q W � F -j '�" co v : N CC • 0D O •• 0 0 3 • .r N O Z•• 0 g ' • U g • Z 0 N 0; O r') N a 4 005 • 0•'—;no 0 L` 0 N �c> J.Mi Fy 0� �! 0 J v 00 : 0 U y a� c a� No V o co I d' _N I Fa- drawing no. 18-06F sheet 4 of 11) Sealed: 1 /26/2018 TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING (n- Q m v EDGE DIST. 'de �Q W= eQ N Q (n ° N 5 5/8" MIN. 1BY OR 2BY WOOD BUCK _ � WHill o = [~ I I I � i� w O W d p ICI I� W1 COVCRETE n i t 3 KSI MIN! EDGE DIST. W1 I UJ N wow oa �WF- �Jn• _J0M±n N V) N H ° 3 d POURED & HARDENED ° 'a.° HIGH STRENGTH GROUT N ° j NON —SHRINK, NON—METALLIC 4 1/4" M Vc = 5000 PSI MIN. NOT BY MR GLASS W2 MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING c� HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS CAN BE INSTALLED IN LINE AT CENTER TRACK o OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS I SEE SHEET 3 FOR SPACING Z w °D r° TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING y O M J N F W z N Qa 0 Il O � p` aWN L- Ouh v o La 0 It a 00 ug 0 n Q W :3 li a %L 2N- 0 .: 5 IJj Q W OM1� F • • • •• • .—li • • N WEEPHOLES: •"'•• o 00 _•'• o 3:W 1 = 1 /4" X 1-1/2- LONG WEEP HOLES 9TO 5110 • • M FROM EACH END AND 7" O.C. 5 • z �.. W2 = 1/4" X 1-1/2" LONG WEEP HOLES ...... ..•••: Ur 00 • '•: (4) AT MOV. PANEL AT 7" O.C. • • • • • • o 2 N tN ��•ID • • O Q .•.• c(yq � • p 000 -i J O N LL. W o �O w J.Mi W N LW (n M 00 : \CEFIS �® A• 01 •. S T F OR101" FL 25959.1 1�� lllIIII ol00 _n � I q ii N pp � I M ~ y drawing no. 18-06F sheet 5 of 1 Sealed: 1 /26/2018 EDGE DIST. W WOOD STRUCTURE TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING 21 NZ QFF� W m 0 W Qw cn �o N v 1BY OR 2BY 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 FTYPE 'A'- — AT HEAD — X 2-3/4" ULTRACON BY 'ELCO' I 5/16" (Fu=177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES 1-7/8" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1 /2" MIN. EMBED INTO CONCRETE TYPE 'B'- ,5/16" X 2-3/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 5/16" DIA. TEKS SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (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) — — — — AT SILL TYPE 'D'- 5/16" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE L — 1-3/4" MIN. EMBED — — _ — — _ I ANCHOR EDGE DISTANCES INTO CONCRETE AT HEAD/SILL = 1-3/4" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD SG = 0.55 MIN. CONCRETE AT HEAD, SILL f'c = 3000 PSI MIN. W IN CLUSTERS SEE ELEV. FOR SPACING METAL STRUCTURES 1 /8" THK. -213 N z KQ Lj m 0 W Q w to �o N r----------------------------------� r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I F.B.C. APPR'D MULLION I II SEE SEPARATE APPROVAL II I) II IN CLUSTERS SEE ELEV. FOR SPACING HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS CAN BE INSTALLED IN LINE AT CENTER TRACK OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS SEE SHEET 3 FOR SPACING V" 0 0 I Z �N) °h° m p� M N Z /Qy N n LI H• G00 0 ad" �oI- 0 m C� 'c ui 'q pro-m o °a0° A jx O Q W 0 Ia. G L w U) o _ M J a0a Q Wmg ' LO • • . v CJ 00 00 •••�•• 00 0 o N •• •••• N o • 0 00 • • • J f'7 00 a " *9 � o z 0 00 LJ N co \�11►IIIIII/�� oc�nasF • �® No. 70592 01 �i� �•'••.. Qa1DP.••e FL #25959.1 '/611 oil� ;,%\� c 0 c U a� c 0 0 0 a'> o � c I II N toI N M H a drawing no. 18-06F sheet 6 of-1 1 Sealed: 1 /26/2018 Jtt NVIt SHEET 8 STD. ASTRAGAL O O FO O SHEETSEE FIX PANFI WInTH FOR CAPACITY #14 X 2-7/8" FH SDS AT 5" FROM ENDS - AND 1 1 " O.C. EXTE 0REINF. ASTRAGAL G SEE SHEET 1 / rnR rAPArITY , I Fit/ A�f4 f i No. 70592 ®a sT i�ao R{DN '•� FL #25959.1 ��®,NAL`��`\� V � O I Z ano 0D 01 J OZ �,� Z Z N H w � N a CL ;� goo o aEN 0 m C o ' M Oao<B O 03 1ny� O N Q w D LL Zj (rL uj - o M Q w0� L0 J ))�••• pp • v V N • - . ao • O •• • 0 3 • � V) Q •LO • z • M •• xx • O • 6 z �• o j N • cn �• • 0 N O dT •' o O Z U 0 W � J v N M co a�lo II a N 0 75 y W C U drawing no. 18-06F sheet 7 o Sealed: 1 /26/2018 #10 X 1" FH SMS O (2) PER CLIP F— SILICONE DOW CORNING 790 DEPTH = 3/8" MIN. MIN. & MAX. MAX. DOOR FRAME WIDTH GAP SEE CHART BELOW MAX. FRAME HEIGHT GAP MIN. MAX. 90" 1/4" 3/4" 108" 5/16" 3/4" 120" 3/8" 3/4" NOTE: MAX. MOVEMENT CONSIDERED=100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. i CIA. 7(1545? ®� ST ��i�.••°•;cCOOiIOP;.•°�� FL # 2 5 9 5 9.1 ��,►,,i,,ll�� I II N %0 K N_ M H v m v u drawing no. 18-06F sheet 8 of 11 Sealed: 1/26/2018 Im E7 FRAME HEAD/SILL --�j 1.467 125 .075 412 2.625 I� -�I 1.370 I� �I F -.500 E2 FRAME COVER E3 JAMB COVER V1:1.7i1 I I E4 2.197 1.550 -�.750f - FRAME JAMB 1.266 1.658 1 --f.209 7� 070 .080 .750 i 58 3.� E6) PANEL RAIL 1.605 125 - .452 F 1.547 )0 1 E14 SILL RISER .560 2.492 2.635 .940 1.746 I "=j I -F- q I 2.412 -� E7 PANEL INTERLOCK L5 LOCK RECIEVER .055 241 J.840 L C 1.700 .06 E8 INTERLOCK COVER -�i 1.135 1.370 E 22 GUTTER 412 .628 E9 TRACK I--1.750 ---i 3.633 6.450 125 1.300 2.750 1.730 1.850 E16 FIXED PANEL CLIP I E5 SILL COVER I E 00 REINF. ASTRAGAL A3 4. 2. CORNER KEY 2.000 -1 Al ALIGNMENT CORNER .657 .8�55 •950-.060 1.073 E11 GLASS STOP (LAM. GLASS) 2.180 188 1.550 E13 STD. ASTRAGAL 0 73 53 V" 0 I Z °2 O� Mcq z W N Q & N a 00M 0 a� N �� LZ O n 0 go G ac 8 yy1 0 Ix itW � L 1L z N - o M J zmQ 1 Q 16) (.'�.• 03 • . `J-� iYr .. 04 . L .. . o- of ...... VI p • N .... z ad . Assisi (/1 vW) M 0••.p N • • 0 C ao .• • Q J n p y. - p J M w N L w ( 00 \ s N I' O No.70592 N n ia- _ u a O .]C • v cLi ® ST E drawing no. lo, :�....1DP� ° ,�°�� 18-06F FL #25959.1 /,111\\\\ sheet 9 of 11 Sealed: 1 /26/2018 Sealed: 1 /26/2018 S4 �► n V" �0 0 Z h OMcq J zW N ~� � Z N a Y. 00` 0 0 N aEJ �oL- M (0 �awri 0i02:m 0 0 RE IS i O u,y� 0 N Q ZILI � M � O _ M J 00Q_ yyJa� Q W Off F v •�•• LO ((]) • • • • • • A•• 0N LL e ••••• 0 • n • ...... �.. •r .•••• .... 0 3 .. .... • • z• • • • � Q••� N •••• : Q 00 01 ••••• • o to�ti n v C� M N 0 `1�11III111///// Uhl 1 1 1 1 1 .• � 1,10EN1$ ' �® /�> ado u a ` ✓ N No.70592 N M m a t a m v u ®�® S7 F Iring no. 'QtORID�.••` �,� ....... -06F FL #25959.1 �i®�11@j1��`�� sheet 1 of Sealed: 1/26/2018 v r (2) ADDL. ANCHORS SEE CHART ON SHEET 4 6" MAX. HEAD/SILL CORNERS 74" WINDOW WIDTH (4) ANCHORS TYP. AT MTG. STILE ENDS AT 4" O.C. I I I C D 1 I 7 7 II II _ �w Sao I I II 30 r J I I II 0 � 3 Z co p I I II II II II I I II u II II I I II II II II B I 1 I II 6 I 96" WINDOW WIDTH FALSE MUNTINS (2) ADDL. ANCHORS (SURFACE APPLIED) SEE CHART MAY BE USED 4 ANCHORS ON SHEET 4 AT MTG. STILE ENDS 6" MAX. --� HEAD/SILL AT 4" O.C. CORNERS 6 ---- I co I I �\� I ► �; I N \ `- - - - m CC Li 32 3/8" 32 3/8" a z D.L. OPG. D. L. OPG. io U 37 3/16" VENT WIDTH 89 3/4" WINDOW WIDTH (4) ANCHORS 6" MAX. AT MTG. STILE ENDS HEAD/SILL 6 -- o�AT 4" O.C. CORNERS I ! 1 I I` I �, I I I II II n C D 'I 7 II II .71 W 2: a I I II ----'L----It====11---- M M Z 0 ' II II II Z co > to —I� I II II II ---T1----IT I II II II II II -=I— B I 6 I M ca \ / I C I I II II C9 io = to D I II I _ '`' o O00 z m Z LO w in J a��___--_ II 3 > I II II- I I I II II II II - II II_ I I I B 6 I II 43 3/8" D.L. OPG. TYPICAL ELEVATIONS 48 3/16" TESTED UNITS VENT WIDTH SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. 43 3/8" D. L. OPG. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 00 • U) •••••• mW �z • • •• •• �p • • • U • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. V " 04 c N I co Z n z M N Q F•� zN �Q/ a n o ii0p`O U IL W mot W O tNti C�c'W� O►o'M o 0 IL 0 � O yy� O N Q W LL N W 0-- O n "' 0 CD W Q w a► • Z•• Nu� v • 00 O • r Im Soo 3 • i c9 � • • r� z 3 •• J �o `Zi E 0 In N m &' •f• 1h co 00 o r a N3_j � gz�s O J v wo g � 00 r 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. 0 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION m WILL APPLY TO ENTIRE SYSTEM. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED n E ON THIS DOCUMENT. S- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF C 0 O 0 - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ALTERED BY ANY MEANS. Ex REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED I - INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) a N 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED - DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE TO THE BUILDING STRUCTURE. - - - SPECIFIC DRAWINGS- FOR REVIEW. - 4) N m ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF C _ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,N o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5 FL #20359 O - A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. a m� 32 3/8" - 48 1/8" a Z D.L. OPG. D. L. OPG. io v 37 3/16" VENT WIDTH 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 AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE 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 BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. o a _ N0.70592 - a' ST •� drawing no. 1qy a ��o ��`.�` W 16-26 �/// ®1YAL sheet 1 of 10 Sealed: 1 /12/2018 6" MAX. HEAD/SILL CORNERS w 0 z0 � z LJ J U o > 3 3 111 7/8" WINDOW WIDTH (4) ANCHORS -_ �AT MTG. STILE ENDS AT 4" O.C. I I I I D I /� D II I I I I I I I II II 11 1 I 11 II II I I I I I I II I 11 �I 11 1 I I 6 I I I I 32 3/8" 32 3/8" 32 3/8" D.L. OPG. D.L. OPG. D.L. OPG. 37 3/16" 37 3/16" VENT WIDTH VENT WIDTH 127 5/8" VLNI WIUIH VtN1 WIUIH FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED 9Q N � m 9 MUNTINS SCE APPLIED) USED n n f N nm LLI z 7 x 0 U TYPICAL ELEVATIONS TESTED UNITS V� N I t0 Z M n J z 0 Z Q N W �. 00` 0 0 au" v o� 0 12 V CWd p►0>m 0 0 aco Ny0 O N W N 0 Q zMaS U • 00 • J 00 U) o • • o • a .... 3 .. 0 a • • • • Z 3 . . J ...••. • • V} • . rl � F co • 60 • • O C) rn N • • • _ 00 • O N � U- Q O W O 0 �0-J �00 m c 0 �� •.00 i I N ¢ No.70592 _ a o a 01.. S T F drawing no. qy .•.. IRIO 9 W 16-26 FL #20359 ��/�®IALsheet 2 of 10 Sealed: 1 /12/2018 1/8" HEAT STREN'D. GLASS .090" Interlayer PVB �Trosifol By 'Kuraray America, Inc.' \ r 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" Interlayer PVB �Trosifcil By 'Kuraray America, Inc.' \ r 3/16" HEAT STREN'D. GLASS w SILICONE w SILICONE w z m DOW 795 z m DOW 795 z m 100 00 2222 22 W Cr w 10 / w p / � AT 1/4 POINTS ON LITES - 29 AT 1/4 POINTS ON LITES 29 WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE 'B' 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" Interlayer Trosifol PVB By 'Kuraray America, Inc.' r-1/8" HEAT STREN'D. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interloyer �Trosifol PVB By 'Kuraray America, Inc.' r- 3/16" HEAT STREN'D. GLASS w SILICONE w SILICONE m DOW 795 m DOW 795 z z z vV) V) ao J 2 I it aD s 2 1 I' 00 !, �n to Ln W AT 1 /4 POINTS x 'rA /4 POINTS 29 ALL SIZES 41 SIZES GLASS TYPE 'Al' GLASS TYPE 'B1' 11/16" OVERALL INSUL. LAM. GLASS --- -- 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 1 /4" AIR SPACE CONSISTING OF: 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' 3/16" HEAT STREN'D. GLASS .090" Interlayer SentryGlas �By 'Kuraray America, Inc.' \ r- 3/16" HEAT STREN'D. GLASS SILICONE DOW 795 " AT 1/4 POINTS ON LITES 29 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 'Kuraray America, Inc.' r 3/16" HEAT STREN'D. GLASS SILICONE DOW 795 �l0 0 UJI 29 AT 1 /4 POINTS ALL SIZES GLASS TYPE 'Cl' - - 7/8" OVERALL INSUL. LAM. GLASS - - V 400 to I c0 Z �� J O� M� Q N Q Z N IL a o OJ M" N x°C O tomti v c>M CY M O CL 0 O,n(4� O Q W M IJL Z U) - o Q upMm 1W- • . •. • ••••••00 • Z N •••••• v — • 00 •••• • r .. .. Z 3 .. • • 115 (O N 2 �•�}+r-) - 00 1 � 0 N � n v a o Z } o o gyp- M C v m o � c ``�1�1I11111/f/// ��® A � �i� to �� .• 1GEIV3 � 11 0 �. F a I 1 N Q No.70592 o a a n � ® �'• A of drawing no. FL #20359 sheet 3 of 10 Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C' & 'CL' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8" 63" 74" 84" 96" 26" 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" 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 1 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" 50-5/8" 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 1 80.0 80.0 90.0 138.7 - - 80.0 80.0 90.0 121.4 26-1/2" 37" 53-1 /8" 63" 74" 84" 96" 63" 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 1 80.0 80.0 90.0 126.5 80.0 80.0 80.0 80.0 90.0 111.5 - - - - 90.0 97.5 26-1/2" 37" 53-1/8" 63" 74" 74" - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - 84" 96" 50-5/8" - - - - 90.0 140.0 o cn CK X - - - - 90.0 140.0 74" 84" 96" 63" - - - - 90.0 140.0 a - - - - 90.0 2.7 E12 - - - - 90.0 5.0 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'Bl' GLASS TYPES C' & 'C1' 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 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 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 90.0 140.0 - - 80.0 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 1 80.0 90.0 140.0 - - 80.0 80.0 90.0 128.0 24" 36" 48" 60" 72" 84" 96" 60" 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 90.0 136.5 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 - - - - - - - - 96" 48" - - - - 90.0 140.0 0 Li 72" 84" 96" 60" - - - - 90.0 140.0 a - - - - 90.0 140.0 - - - - 90.0 128.0 OPERATING VENTS TO BE 1 /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'B' & `Bl' GLASS TYPES 'C' & 'cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-1 /2" '9-11/16 83-1/4" 94-1 /4" 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 1 80.0 90.0 140.0 55-1/2" 9-11/16' 83-1/4" 94-1/4" 38-3/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 1 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1 /2" 9-11/16 83-1/4" 94-1/4" 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 90.0 121.4 55-1/2" '9-11/16 83-1/4" 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 111.5 80.0 80.0 90.0 97.5 55-1/2" 9-11 /16' 74" 80.0 80.0 1 70.9 98.5 80.0 80.0 62.2 86.4 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 54" 63" 72" 81 " 90" 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 1 80.0 90.0 140.0 80.0 80.0 90.0 140.0 54" 63" 72" 81 " 90" 36" 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 80.0 90.0 140.0 54" 63" 72" 81 " 90" 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140 00 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0- 54" 63" 72" 81 " 90" 60" 80.0 80.0 90.0 144.6 • 80.0 80.0 90.0 140.0 80.0 80.0 90.0 ' • 80.0 80.0 90.0 41Z•9 - - 90.0 • i 14 54" 63" 72" 81 " 72" 80.0 80.0 90.0 0140.8 80.0 80.0 80.6 ' 111.9 80.0 80.0 69.4 :96.4 - - 61.9 85.9 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 `�111111111��7/ .��4p® A�4f No.70592 n ® '• AT F FL #20359 A®NAL1�` V" /� 04 co 04 Z M ti/1 O I- M a, Q I"' Z N N a. Qa OO,N� 0 LLI t U. 0 �NM ci�W*f a 0 m °o paocrf 0Ny� Ir Z j N Q W :5 Ii W y p .11 5304 Q Levp c � O O a> o c ro a v o � a O y V N C U drawing no. W16-26 sheet 4 of 10 Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'Bl' GLASS TYPES C' & 'cl, WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1 /4" Ill" 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" Ill" 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" ill" 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 1 80.0 80.0 90.0 138.7 74" 106-1/4" ill" 126" 63" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 129.0 80.0 80.0 90.0 125.7 80.0 80.0 - - 74" 106-1 /4" ill" 126" 74" 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 1 80.0 1 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 'BI' GLASS TYPES C' & 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108" 120' 24" 1 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 80.0 90.0 140.0 72" 84" 96" 108" 120" 36' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 1 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120' 48" 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 80.0 90.0 140.0 72" 84" 96" 108" 120" 1 60" 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 80.0 80.0 - - 72" 84" 96" 108" 120" 72" 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & '131' GLASS TYPES 'c. & 'C1' WIDTH HEIGHT EXT.(+) INT.(-) 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" 1 1 1 " 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 - - 74" 106-1 /4" ill" 126" 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 74" 106-1 /4" ill" 63" 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 74" 106-1 /4" 74" 80.0 80.0 - - 80.0 80.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & '131' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108' 120' 24" 1 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 80.0 90.0 140.0 72" 84" 96" 108" 120" 36" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 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' 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 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 - - 80.0 80.0 - - 72" 84" 96" 108" 72" 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 1 80.0 1 - - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' FL #20359 V" s N I co ZCc- 0 z M� a Z 0 s~ W N IL O ON�0 O N dot Co M �Cc: rYm g pa0oo�p� O yy� to Ocy Q D W U. W N! - O �02 M Q & �.� •••••• zoo N • *90000 •••• o 3 • � J •••••• J • • • LA� b 000• : .O � ago _ � 11-6 CO 0 J n J (N 3 LZ g2 � o0 C90Jroi f7 v O�N�W No. T0592 ®' S F 10jy C m p � a - 0 3 V 9 U drawing no. W16-26 sheet 5 of 10 Sealed: 1/12/2018 1BY WOOD BUCK .d \ d v °• d a. °—d 1.2 TYPICAL ANCHORS SEE ELEV. FOR SPACING Y m EDGE DIST. o METAL d. o EDGE 3 p N DIST. STRUCTURE o _ EDGE GIST. N NOO I I1 17 rT �N �N >cn - r r1T RA d TYPICAL ANCHORS L TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WEEPHOLES: W 1 = 1 " X 1 /4" WEEPHOLES AT 2-1 /4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS: w x ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT z AT EACH END AND INSTALLATION SCREWS IN SILL SEALED ui 'I WITH ALUMINUM COLORED SEALANT. W1 W1� b dd ° EDG7= DIST: N 9 d' \ v V o N. \ TYPICAL ANCHORS v SEE ELEV. FOR SPACING EDGE DIST. o v WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING rf -- — ---------- —11 I F.B.C. APPROVED I MULLION & MULLION ANCHORS I I SEE SEPARATE APPROVAL I I EDGE DIST. I � I I I� TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM V" 04 N I co Z 01 Z M N Q Q to 00` M O aW" LL O 80�m voW� o>>-m Cis S O aco0 OE a mooO N W j iz i� z rn -02 M J O O Q Q 111TI. � AND TRANSFER THEM TO THE BUILDING STRUCTURE. +0. ` •••• •. . ^ -7 V • Z •• N •.••.• TYPICAL ANCHORS: SEE ELEV. FOR SPACING •••-•• — • °D 1 /4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) • . 0 N o 3s 0 • 00 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMW..' z 3 ' •: M THRU 16Y BUCKS INTO CONC. OR BLOCKS ••...• —� 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) P io 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) . jr '+ �.0: DIRECTLY INTO CONCRETE OR BLOCKS = o• p•�•'h °NI° 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) y 1 -1/4" MIN. EMBED INTO BLOCKS (JAMBS) ¢ S z #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) M o o M INTO F.B.C. APPROVED MULLIONS I Ck� Li-' 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. c INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMB& SG = 0.55 MIN. - o 1+ CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. •N o ``II111111i//�� 7 it No.70592 30, O y o•' s drawing no. FL #20359 /®NALsheet 6 of 10 Sealed: 1 /12/2018 VENT WIDTH 1/4" MAX 4 N 1/4" MAX. 5 25 SHIMS SHIM O O O Z `� n 8 4 TYPICAL ANCHORS O 1.-z D.L.O. OPTIONAL TO SEE ELEV. W c4 Qj 24 SPRING LATCH FOR SPACING Q N Ta `t O ----_ oNLL ` Y i 4 -__-- i i 0` p F v C Lu ei o to 1 Q►0>M o 19 O p i _._._._._._._. 0 G O r1 o--------- Ir 03 W — — — — — — — — _ _ _ _ _ — Es1�li 000 N 27 �, Qw�IJi p Wut N O 0 m ZMa w IV 7 4 D.L. OPG. Q up try Ill 1BY v • • • WOOD BUCKS ' ' • WINDOW WIDTH 0 • •: • • Z • • N TYPICAL ANCHORS XO LAYOUT • • •' • 3 • • a SEE ELEV. OX OPPOSITE FOR SPACING • • • • • • • • • p VENT WIDTH • • I •V-L�j 1/4" MAX. _ ` : •�• N • SHIM O O 25 5 1/4" MAX. •• • O •M 04 8 SHIMS °.' 00 1 D.L.O. OPTIONAL TO ' TYPICAL ANCHORS N u- o 7 D.L.O. SEE ELEV. � 3 � 24 SPRING LATCH 4 n FOR SPACING D Z o METAL ° o � STRUCTURE M •CVO o --- _.._.._.. _.._.. - - - - - - - i ° . I ------------ 27 W 'Q a V 1 BY a ° ° c. y 4 WOOD BUCKS d IV d D.L. OPG. _ WINDOW WIDTH o °� TYPICAL ANCHORS W o SEE ELEV. XOX LAYOUT FOR SPACING �\ ENS,** ®i °�° ° a �. F i v S ` o.70592 • O T ,pT v '�®• ST E drawing no. FL #20359 '��®®NAL sheet 7 of10 Sealed: 1/12/2018 EDGE DIST. r p + I A ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS r SEE ELEV. / FOR SPACING O ALT. METAL F.B.C. APPROVED EDGE DIST. STRUCTURE MULLION & MULLION ANCHORS II SEE SEPARATE APPROVAL � EDGE DIST. k TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING d + Q'. D N o + w D ' Q a D INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER V� N I t0 Z O c� N J F z Z h N Q 2 2 N IL t1J O WN\"M OV N cza 0 � VOWS OiO0'1m8 paco.� 0NN� Q z z 'i W D LL U) WN! -o 0 2 M Q Wee FW- • • in ••••.• ev s• N • • • J 00 •rA' •(D • • IV LL F- i .so ER 00 OS Q +' ONO O o Ir i � 3: ALT. ¢ Z } �n o O J M —La- C� N W to \\ 00 II I I N Q No.70592 C V Y e C N m f} S T F drawing no. ;� •° °°. R�®P.° ° off; W 16-26 FL #20359 ��®®NAL /l/llllit�� sheet s of10J. Sealed: 1 /12/2018 1 3.188 `V -7 1.502 .062 TYP. 1.439 1.189 FRAME HEAD O FRAME SILL .062 .528 .250 L 1.345 (3) SILL TRACK 2. FRAME JAMB 74 38 1.496 .062 TYP. O VENT TOP/BOTTOM RAIL 2.076 1.189 OS JAMB STILE )3 O VENT INTERLOCK 2.844 - _II V .660 .500 101. .188 -I 1.409 :1.0621-189 TYP. 13 ADD -ON SILL RISER 094 1.969 2.786 O- �I -I 1� 125 6 FIXED MTG. RAIL II .500 b U.67672 1.00� �- .062 1.122 O FLUSH FRAME ADAPTER 28 SILL INSERT .078 1.421 I.583 .458 134 .985 �-I � T_I .781__:- .050 .865 .78� 1 .050 .865 .78� 1- 050 .865 1.029 o- 1.096 1.096 10 0�9 0� 25 SPRING LOADED LATCH GLAZING BEADS ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS READ. FRAME JAMB 6063-T6 - 5 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - 6 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 REQD. GLAZING BEAD (5/16" GLASS) 6063-T6 - 10A MG209 AS REQD. GLAZING BEAD (7/16" GLASS) 6063-T6 - 10B MG210 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 13 MG305 AS RTEQD. ADD -ON SILL RISER 6063-T6 - 14 MG321 4/ VENT 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 #10 X 3-1/2" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS • • 19 W222322 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB •�•.. 22 E202 AS REQD. 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 PROEOCTS ; 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 p,® AJ ENS�® No. 70592 • 8 E �� ® `®.... FL #20359 ��' �I NAL V" N I cn Z co O 1- ko u°p a N F. W N al Q a -1 o Opp U d j N acW 0 m cr �0Lri M Cabo S O 0) N � O N Q W u. W N - o Q W.m.� - • • Lc) •• N • v • °° • • o r0• v • o z 3 •• • J 1lyr•J Q' • I,I• '1 •co IV x O uJ�j ono • 0 D 0 0 a �z�In p C� J M 00 M rn c 0 D m v � drawing no. W16-26 sheet 9 of 10 Sealed: 1/12/2018 . 17 I I I I m ,7 V" �0N co co Z M ►. J Z O Z M N Q 90,-0 o got OHmp 0'c w.-I 0 aoa O �F O Q W D U. LU Z MO aZM,&W w' r • bo os ...... — ci .. O OD �. I 3 • . .•.. .. d . ...•. 3 0. . ^ . V Z • • O •..•. • • o • W 0*A 0 • �•Z • • N •• O � f� M N = pEf� ao 00 0 Q N 3 v gZ LO p U'0Jti M � 00 m FRAME BOTTOM CORNER ```Nj%1III /� No.70592 a v • v t ®�®�•, S drawing no. FL #20359 ®®NA�0%�� sheet 10 of 10 Sealed: 1 /12/2018