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WS-18-2460Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-9-18-2460 Permit Type: Windows/Shutters Pen t rk Classification: Window/Door Repiacem Permit Status: APPROVED Parcel Number Issue Date: 9119/20,18 1 Expiration: 03/18/2019 Applicant 237 NE 102 Street 1132060134950 Miami Shores, FL 33138-2426 Block: Lot: GREG SLUYTER Owner Information Address Phone Cell GREG SLUYTER 237 NE 102 Street (970)379-9730 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone SLUYTER CONSTRUCTION (970)379-9730 ie of Work: NEW 24 WINDOWS AND 6 DOORS of Openings: 30 titional Info: ssification: Residential canning: 7 Fees Due Amount CCF $10.80 DBPR Fee $6.00 DCA Fee $4.00 Education Surcharge $3.60 Permit Fee $400.00 Scanning Fee $21.00 Technology Fee $14.40 Total: $459.80 Valuation: $ 18,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-9-18-68897 09/19/2018 Credit Card $ 459.80 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 AFFIDA/VTf: I cer fy �Jyaty'111 the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and o n& Futh e, I authori;q the above -named contractor to do the work stated. September 19, 2018 Authorized ion Wire: Owne Applicant / Contractor / Agent Building Departmen Copy September 19, 2018 a�lY lY . la" BUILDING PERMIT APPLICATION Miami Shores Village RFCFI✓Ep Building Department sEp 8jvs 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (0� FBCC 2011 r Master Permit No. U-j J i �b- - 2�`e� Sub Permit No. EjtUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL OPLIBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: .3 Folio/Parcel#: 1/ — 3 �L 0 6 `cam/ — �l f O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Q OWNER: Name (Fee Simple Titleholder): Phone#: Address: 3 7 Kf I ( D2 S F J City: ' " It 4-L4 5 C-{. -'s State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ` 6 t4 Phone#: "� 7D .3 ? t — Address: City:' `2��/1�G�~ �(� 4�, _State: l�� Zip: 5' _ I Qualifier Name: I i/ Phone#: State Certification or Registration #:C&LICertificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: I City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New M Kepair/Replace ElDemolition Description of Work " s( �-Li W ('Ol:�t `3 o �Z2 13 C)A Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ q TOTAL FEE NOW DUE $ 5 1 • ��" ^ (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, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature NER or AGENT NTRACTOR The foregoing instrument was acknowledged before me this �—//day of 20 O by l(51C%1� L"A�-�who is per Wa57— lly k S��_no to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: *************************** APPROVED BY The for instrument was acknowledged before me this day of 20, by who i personally known me or h as pro ed as identification and who dN r;;kp anne+t, "' •. CLARISSA A. ROF11RIGUEZ NOTARY PUBLIC: gas; -'ti MY COMMISSION # GG 041376 n EXPIRES: December 30.2020 S '•.;'. f F4? �•� Swded g ►�iidery Fl.'.�'u: t}rn'ienmters I • F ��i Sign:_ Print: %rn— S Seal: �•oG �� 6o i+, 01. " 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: Quali ier/Owner S' nature Date Print me Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: _- Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 MIAMI•D1ADE — MIAMI—DADE COUNTY, FLORIDA &ff1R1� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Eco Window Systems, LLC 8502 NW Sorb Street Medley, Fl. 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In. Miami —Dade County) and/ or the AHJ (in areas other than Muni —Dade CgiplV) reserve the right to have this product or material tested for quality assurance purposes.If this prod4t iV*niateri" • • • fails to perform in the accepted manner, the manufacturer will incur the expense Usucl testing apd the AHJ . may immediately revoke, modify, or suspend the use of such product or materi nlithin their'm sdictialt � • • • RER reserves the right to revoke this acceptance, if it is determined by M frfi' Dude County Prodq" Control Section that this product or material fails to meet the requirements of-thea�"i!-Iable btildi4g code* . This product is approved as described herein, and has been designed to comply *101 he-Ffor da Buildi p�� Code including -the High Velocity Hurricane Zone. • DESCRIPTION ries "ECO-Guard Clipped" Ala mminum Tube Mullion —4.�h •. • Se . . APPROVAL DOCUMENT: Drawing No. _M14-01 Rev. A, Series titled "A�uminum Tube. kullioV,• • • • sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/154,..pr,pared•" 41—Faroiv • - Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Ptpdegf Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, ser%es, and follo:ti7ng..statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively aff-ecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0529.16 consists of this page 1 and evidence pages E—1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed. by Jorge M. Plasencia, P. E. NOA No. 17-1218.14 Miartaco rrrr Expiration Date: October 23, 2019 Approval Date: February 22, 2018 o Z f 1 l I t Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mu-lho.n", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by -Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20;-94. • • • • • • • along with marked —up drawings and installation diagram's' a: clipped. aluminum .' mullion at fixed windows, prepared by Hurricane Engineering: & Testing iL., Test •: • Report No. HETI48-2192A, dated 01/15/09, signed and s,69letfby Candido F. Fla...: P. -E. ...... .... . ..... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS.2L1-'-94 .. • 2) Cyclic Wind Pressure Loading per FBC, i'•A5•103-94• • • • • • • • • • along with marked —up drawings and installation diagranVof 'a: clipped 'alumni —am'. mullion at a fixed window/ a single hung window, prepared �y Hurricar� £�gineer ri ... & Testing, Inc., Test Reports No.'s HETI-08-2192B and.MET148-a166C, both"; dated 01/15/09, signed and sealed by Candido F. Font, P. E. ' 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS- 20294 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked --up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc_, Test Report No. IIETI-08—Z-166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS- 1. Anchor verification calculations and .structural analysis, -complying with FBC-2-010 and FBC 5` Edition (2014), prepared by Al—Farooq Corporation, dated 05105114, signed and sealed by Javad Ahmad, P. E- D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E_ MATERIAL CERTIFICATIONS 1. None. E-1 PZjorge M. Ptasencia, P. E. Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approvat Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and .complying with FBC-2010 and FBC 51' Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s !I TI-08-2192A, IIET148 2192B HETI-08-2166A and F ETI--08-21f6C, all issued by Hurricane Engineering & Testing, Inc., dated 01 / 15/09„ signed aria.•,ealed ._i:. • • Candido F. Font, P. E. • ' ' • 4. Proposal No. 08-0236 issued by the Product Control, dates; 06/04/a8 ,: •signed 43y • : - anue Perez, P. E. w • w w • • G. OTHERS • 1. None. • • • • • • • ..... 2. NEW EVIDENCE SUBMITTED • • • • • • A. DRAWINGS • • • • • • 1. Drawing No. M14-01 Rev. A, Series titled "Aluminum Tube Mulh'on4,g sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P_ E. B_ TESTS 1. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 60' Edition (2017), prepared by Al—Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-2 urge M. Plasenc* P. E. Prodilct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date. February Z2, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. E_ G. OTHERS 1. This NOA revises NOA 414-0529.16, expiring on 10/23/19. . . .... ...... •••••• •••• •••••• • •••• • ••••• • •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• Jorge lt'1. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1218.14 Expiration Date. October 23, 2019 Approval Date: February 22, 2018 E-3 I. t WIND LOAD CALCULATION for O NEW WINDOWS for Mr. GREG A SLUYTER 237 NE 102 ST MIAMI SHORES FL, 33138 qz = 0.00256 Kz Kzt Kd V^2 H= 13'-0" EXPOSURE-C V=175 MPH ."". . . .... ...... Kh= 0.85 •• •• • Kzt=1.00 ...... .... ...... ...:.. Kd= 0.85 •••••• .... . ..... qh = 0.00256 (0.85) (1.00) (0.85) (175)^20;:;:: .::.:• :::::. qh = 56.57 PSF • . . . . ...... W=qh (Gcp +/- Gcpi) '..' : ... :....� P= 0.60W P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(32"x26")XO HR(37"x26")XO A= 2.88 SF A= 3.34 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 4 GCP= 1.00 GCP= 1.00 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 ( 1.00 +0.18)= 66.75 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF GCP= 1.10 GCP= 1.10 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.10 +0.18)= 72.40 PSF P= 0.60W = 0.60(72.40) _ - 43.40 PSF 0.60W 0.60W = 0.60(72.40) _ - 43.40 PSF WIND PRESSURE ALLOWABLE ��cj�auE* '�*D PRESSURE ALLOWABLE �• + so.00 - 80.00 `� •SE - . SSE •• --� + so.00 V� W - 0 so.00 0rp of A^' • •C• .�+F 0 * • ll � \ 031 SW 12 TERRACE. MIAMI , R.ORIDA 33144 ','/'j�'OFEJJ�O`\\\ 1P.E. No: 20233 td:(305)i86-4776 WIND LOAD CALCULATION for O NEW WINDOWS for Mr. GREG A SLUYTER 237 NE 102 ST MIAMI SHORES FL, 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(47"x39")XO HR(42"x578")XO A= 6.40 SF A= 8.30 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 5 ZONE 4 •""• . • .••. ••..•. GCP= 1.00 GCP= 1.00 GCPi=0.18 GCPi=0.18 •••••• '•:••� ••••:• W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 (1.00• YO'18)= 66.75 PSF ...... P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.6611(tt.15) PSF' ' GCP= 1.40 GCP= 1.10 ....�. .. .�;��' GCPi=0.18 GCPi=0.18 .. .. .. . ....•• W= 56.57 ( 1.40 +0.18)= 89.38 PSF W= 56.57 ( 116' V&18)= 7210 PSF '. • . • • .•.... P= 0.60W = 0.60(89.38) _ - 53.60 PSF P= 0.60W = 0.60(72.40) = r 4 .40 PSF• • WIND PRESSURE ALLOWABLE WIND PRESIJRCALLOWAlli t- + 80.00 + 80.00 - 80.00 - 80.00 0 O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(54"x46")XO HR(62"x51")XO A= 8.60 SF A= 11.00 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 4 GCP= 1.00 GCP= 0.99 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 ( 0.99 +0.18)= 66.18 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(66.18) _ + 39.70 PSF GCP= 1.10 GCP= 1.09 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.09 +0.18)= 71.84 PSF P= 0.60W = 0.60(72.40) = - 43.40 PSF P= 0.60W = 0.60(71.84) = - 43.10 PSF WIND PRESSURE ALLOWABLE ��0111 1111//1ND PRESSURE ALLOWABLE 80.00 �, .•� . c� sa.aa Q _ MAN U� 151 QUA 5 oti° 0l< � •� � • L�/ O`• _ = C I �/ I L '�-- TtZUC'TIJ�A ( ry�1 • • C7� �Q�• 8331 SW 12 TERRACE. MIAMI, FLORIDA 33144 A•'•.. 0F•.•��P. �,��RoFESS,o \� P.E. No: 20233 td:(305)586-4776 WIND LOAD CALCULATION for O NEW WINDOWS for Mr. GREG A SLUYTER 237 NE 102 ST MIAMI SHORES FL, 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(37"x38 3/8")XO HR(65"x55")XO A= 4.92 SF A= 12.40 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 4 •��• • • •••• •••••• GCP= 1.00 GCP= 0.98 • ' GCPi=0.18 GCPi=0.18 •••..• �.:.•� •...:. • W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 (90.980•-0.18)= 06.62 PS: 9 6 6 6 P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 00(4.62) ; +• 9.30 PSF •.•• • ••••• GCP= 1.10 GCP= 1.08 •••••• ,� ��;�,• GCPi=0.18 GCPi=0.18 •. .. .. . ..•..• W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 (:f-t9*:-0.18)= A27 PSF �• • • • • •••••• P= 0.60W = 0.60(72.40) _ - 43.40 PSF P= 0.60W = 1J.60(•?1.27) a - 70 PSF • WIND PRESSURE ALLOWABLE ZONE 5 + 80.00 GCP= 1.36 - 80.00 GCPi=0.18 W= 56.57 ( 1.36 +0.18)= 87.11 PSF P= 0.60W = 0.60(87.11) = + 52.30 PSF O WIND PRESSURE ALLOWABLE P=qz (Gcp +/- Gcpi) + 80.00 - 80.00 HR(53 1/8"x50 5/8")XO A= 9.33 SF qh = 56.57 PSF ZONE 4 GCP= 1.00 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF GCP= 1.10 GCPi=0.18 W= 56.57 ( 1.10 +0.18)= 72.40 PSF P= 0.60W = 0.60(72.40) _ - 43.40 PSF WIND PRESSURE ALLOWABLE `�v .�SE •• CS' + 80.00 = �0 • Ali ��^� ' �y �J U - so.00 C `o�QS: MANUF-1 51 QUF-S \\�� v • �"` O•�� CI�/IL S-T"iZ L1C-I-LI�a• �j� • • • • • F�O �P� 8331 SW 12 TERRACE. MIAMI , FLORIDA 33144 �*;,5Rd FESS�\ P.E. No: 20233 td:(305),588-4776 1111111t WIND LOAD CALCULATION for O NEW WINDOWS for Mr. GREG A SLUYTER 237NE102ST MIAMI SHORES FL, 33138 0 P=qz (Gcp +/- Gcpi) HR(74"x50 5/8")XO A= 13.00 SF qh = 56.57 PSF ZONE 4 GCP= 0.98 GCPi=0.18 W= 56.57 ( 0.98 +0.18)= 65.62 PSF P= 0.60W = 0.60(65.62) _ + 39.30 PSF GCP= 1.08 GCPi=0.18 W= 56.57 ( 1.08 +0.18)= 71.27 PSF P= 0.60W = 0.60(71.27) = - 42.70 PSF WIND PRESSURE ALLOWABLE + 80.00 - 80.00 IJ P=qz (Gcp +/- Gcpi) HR(106"x51 ")XOX A= 12.50 SF qh = 56.57 PSF ZONE 4 GCP= 0.98 GCPi=0.18 W= 56.57 ( 0.98 +0.18)= 65.62 PSF P= 0.60W = 0.60(65.62) _ + 39.30 PSF GCP= 1.08 GCPi=0.18 O P=qz (Gcp +/- Gcpi) HR(91"x57")XOX A= 12.00 SF qh = 56.57 PSF ZONE 4 .""• • • •••• ••.••. GCP= 0.98 ••�• • •• •� GCPi=0.18 •••••• '•i••' ••••i• W= 56.57 f •0.68• +0.18)= 65.62 PSF • P= 0.60W VCC(65.62);v }•39.30 PSF ' GCP= 1.08 • • GCPi=0.18 •.'••• '••'•• •.•••• W= 56.57 j'f.09;+0.18)= 071.27 PSF '• P= 0.60W =:b 0.60(71.27) r - 2.70 BSF • WIND PRESSURE RI, 4MABLE + 80.00 - 80.00 IQ P=qz (Gcp +/- Gcpi) HR(35"x63")XO A= 7.70 SF qh = 56.57 PSF ZONE 4 GCP= 1.00 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF GCP= 1.10 GCPi=0.18 W= 56.57 ( 1.08 +0.18)= 71.27 PSF W= 56.57 ( 1.10 +0.18)= 72.40 PSF P= 0.60W = 0.60(71.27) _ - 42.70 PSF 11 P= 0.60W = 0.60(72.40) _ - 43.40 PSF WIND PRESSURE ALLOWABLFI�lk``�\aVEs, /// WIND PRESSURE ALLOWABLE + 80.00 ��` �. •' SE �� + 80.00 - 8a.00 j<v\:V�li� o •�vy : - 80.00 dCC •_ o •z C�t�� .••• OQ-.P� OF E**S*S\o MAN UF-1 51 Q U� 5 C I �/ I L S-7-IZ LICTlJ�-A� 8331 SW 12 TERRACE MIAMI , FLORIDA 33144 P.E. No: 20233 td:(305).586-4776 WIND LOAD CALCULATION for O NEW WINDOWS for Mr. GREG A SLUYTER 237 NE 102 ST MIAMI SHORES FL, 33138 O O P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(35"x45")XO HR(60"x45")XO A= 5.50 SF A= 9.40 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 5 • • •••• •••••• GCP= 1.00 GCP= 1.00 • • • • GCPi=0.18 GCPi=0.18 „••••• '•i•a' ••••:• W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 ( 1.004Q18)= 66.75 PSF • • P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.6Q"'7p) _ .. aQ Q PSF GCP= 1.10 GCP= 1.40 00•0•: �� • �••�•� GCPi=0.18 GCPi=0.18 ••'••� •••••• W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.;0';-t(18)= 89.38 PSF ' o P= 0.60W = 0.60(72.40) _ - 43.40 PSF P= 0.60W = 0.1j0(89.38) _ � PSF • • WIND PRESSURE ALLOWABLE WIND PRESSURE' ALLOWAWt ' + 80.00 + 80.00 to 0 - 80.00 80.00 0 P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) SH(19 1/8"x38 3/8") PW(65"x32") A= 2.54 SF A= 14.40 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 4 GCP= 1.00 GCP= 0.97 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 ( 0.97 +0.18)= 65.05 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(65.05) _ + 39.00 PSF GCP= 1.10 GCP= 1.07 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.07 +0.18)= 70.71 PSF P= 0.60W = 0.60(72.40) _ - 43.40 PSF P= 0.60W = 0.60(70.71) _ - 42.40 PSF WIND PRESSURE ALLOWABLE �\�i�QUES��14ND PRESSURE ALLOWABLE 65.00 +So.00 'SSE ••��'0cy�� +s5.00 .� tb =Q:J :�_= MANUF-I 51OUF-5 oti ox �� f� •• �� 0.• C ,` \ • •P� �j * • • • 5 F�-0 • W1 SW 12 TERRACE. MIAMI , FLORIDA B144 * ,�A OF - o o 0�\ P.E. No: 20233 td:(305)586-4776 WIND LOAD CALCULATION for O NEW WINDOWS for Mr. GREG A SLUYTER 237NE102ST MIAMI SHORES FL, 33138 O O P=qz (Gcp +/- Gcp!) P=qz (Gcp +/- Gcpi) FD(2'-6"x6'-10")X FD(3'-O"x6'-10")X A= 17.10 SF A= 20.50 SF qh = 56.57 PSF qh = 56.57 PSF •••• ZONE 4 ZONE 4 : .•. •••• .R.•:. GCP= 0.96 GCP= 0.95 • • • • GCPi=0.18 GCPi=0.18 ...:.. • • • W= 56.57 ( 0.96 +0.18)= 64.48 PSF W= 56.57 (.@.Q"•+0.18) : %3i%2 PSF • P= 0.60W = 0.60(64.48) _ + 38.60 PSF P= 0.60W = IJW(t3.92) _ + 38.20 PSF:**. GCP= 1.06 GCP= 1.05 „•„• •„•,• GCPi=0.18 GCPi=0.18 •••••• • •• W= 56.57 ( 1.06 +0.18)= 70.14 PSF W= 56.57 (• 1.05 +0.18)i..6e.58 PSP• •• • • P= 0.60W = 0.60(70.14) _ - 41.90 PSF P= 0.60W = 10.66(4.58) - . I1.60 PiP ... ••• WIND PRESSURE ALLOWABLE • ZONE 5 + 70.00 GCP= 1.30 - 75.00 GCPi=0.18 W= 56.57 ( 1.30 +0.18)= 83.72 PSF P= 0.60W = 0.60(83.72) = + 50.20 PSF O WIND PRESSURE ALLOWABLE P=qz (Gcp +/- Gcpi) + 70.00 SGD(10'-6"x7'-4")XXX - 75.00 A= 26.70 SF qh = 56.57 PSF ZONE 5 GCP= 0.92 GCPi=0.18 W= 56.57 ( 0.92 +0.18)= 62.27 PSF P= 0.60W = 0.60(62.27) _ + 37.30 PSF GCP= 1.02 GCPi=0.18ICI W= 56.57 ( 1.02 +0.18)= 67.88 PSF `�� ! i0uEs �I/ •••• V SE P= 0.60W = 0.60(67.88) _ - 40.70 PS`�� • Z U • U� - WIND PRESSURE ALLOWABLE � rl +60.00 �Q;J p� 6 - so.00 ;• 4e MAN UF-I SI OUF- 5 t °� �,�Qo; c` /, Afj,j,ES O"SI, 8331 SW 12 TERRACE. MIAMI , FLORIDA 33144 P.E. No: 20233 td:(305),586-4776 COUNTY . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... DEPARTMENT OF REGULATORY AND ECONOMiCR 9UURC4 (RM •; • • • BOARD AND CODE ADMINISTRATION DIVISION: : • *: • : • • • • • • NOTICE OF ACCEPTANCE (NOY • • • • :. • • a 0 % •. • ECO Windows Systems, LLC 9114 N. W. 106' Street, Medley, FL 33178 SCOPE: .. . . . .. ... .. . ... . . . . .. . .. . . . . . ... .. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY NOA No. 18-0319.13 �� , • • • , �� Expiration Date: March 20, 2019 Approval Date: May 10, 2018 �,�`�� Page 1 . ... .. .. . . . .. .. . . . . . . . . . . . ECO Windows Systems, LLC ... . . . .. . . . . NOTICE OF ACCEPTANCE.: EVI.DENCE. S.UBMITTED 1. Evidence submitted under previous pprevals •.• .. . . . . .. ... . ... . A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Sefies 6fl�D.A• 0 �rA jutsjing Entrance Door (L.M.I.)", sheets 1 through . 9 of 9 (inclusive 7.1), prepared by AL-Fardo C rpotatlft Qated 0413/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P. . B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(511 Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER This NOA revises NOA #15-0603.13, expiring 03/20/19. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1 .. .. . . . .. .. . . . . . . . . . . . ECO Windows Systems, LLC • • • . . . ... . . . . .. . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... ... .. . . ... . . . . . . . . 2. New Evidence submitted. • • . .. ... . ... . A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled " �eries 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 ... . .. ... .. through 9 of 9 (inclusive 7.1), prepafW bkjI; loop fiprpulation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Saba" E.E. • • B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6t' Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB Glass interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 61h Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. Is aq 1. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-2 CpUN7Y � �� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3 i 5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aovleconomv ECO Windows Systems, LLC 9114 N. W. 106"h Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Qggtrol Section (In Miami .Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right.Vhave xb" . • product or material tested for quality assurance purposes. If this product or material fair to perforn: in the accepted.'. manner, the manufacturer will incur the expense of such testing and the AHJ may imt'1lM&tly reveke,•modifj•,•et•:• suspend the use of such product or material within their jurisdiction. RER reserve§'male right td'revoke ;bls.• acceptance, if it is determined by Miami -Dade County Product Control Section that thi :product o4mudrial fairs to • meet the requirements of the applicable building code. ": This product is approved as described herein and has been designed to comply with the.) Ry-ida Bui j 00 Code .... P PP � P y �li?g. � ...... including the High Velocity Hurricane Zone. ...... • DESCRIPTION: Series "700-3" Aluminum Sliding Glass Doors (3 & 4-Tracks) wtRe1nforcexgCg1;I..M.I P • • • • • APPROVAL DOCUMENT: Drawing No. W17-62, titled "Series- 700-3 Alum SLD. % aSs poor (I.jVl,�.)", sheets• • 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Jlvad.4hmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NUSSILE IMPACT .RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs glass types and panel sizes charts in sheet 1. Sill riser is integral part of the system. 2. See approved configurations in sheets 3 thru 5. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements, as Iimited per sheet 2. LABELING: Each unit shall bear a permanent labelmith the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises #15-0612.05 consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. MIAMMADE COUNTY I t a NOA No. 17-0712.01 Expiration Date: March 20, 2019 Approval Date: September 28, 2017 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted tinder files #15-0612.05 /#13-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 .0000 4) Large Missile Impact Test per FBC, TAS 101.94 • • • • •: 5) Cyclic Wind Pressure Loading per FBC, TAS.2.13-94 • . 6) Forced Entry Test, per FBC 2411 3.2.1, TAS.202-94 0; •; aloe with marked -up drawings and installation diagrams of Altura x Glas doors g p g g �..... prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 Vated 09/13/2013 and: • • • . ... ..... last revised on 02/10/2014, signed and sealed by Marlin D. Brinson. . � N• Note: The above referenced test report has an addendum letter dated FEB.10, 2014. issued by ; Fenestration Testing Lab, Inc., signed by Ms. Hiana Sanchez, test report Authors ....:. C. CALCULATIONS ' ' • • • • • • 1. Anchor verification calculations and structural analysis, complying with FBG�fof4 (51h Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-091611 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. �jI , L. _Va.-.. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0712.01 Expiration Date: March 20, 2019 Approval Date: September 28, 2017 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-62, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 ' • • • •" 5) Cyclic Wind Pressure Loading per FBC, TXS 2%-94 '"'" • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS$ Q2-94 ;; • • along with marked -up drawings and installation diagrams of Alum s6d&g.Glass doors (3- , tracks), prepared by Fenestration Testing Lab, Inc., Test Report No. XvYIt-P333 IJj4 02/08;T7, signed and sealed by Idalmis Ortega, P. E. • • • • • C. CALCULATIONS •' .. • • • • • • • • 1. Anchor verification calculations and structural analysis, complyVg Wah FBC-n 17 (61h •. Edition prepared b Al Faroo Corporation, dated 07/05/17 si ed.and se k JavO ), P p Y q rP � $n .. � �y Ahmad, P.E. • • .. . • • • • 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • • • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(61h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal ## 16-1466 dated 03/04/17 approved by RER. Ishaq`l. Chanda, P.E. Product Control Examiner NOA No. 17-0712.01 Expiration Date: March 20, 2019 Approval Date: September 28, 2017 E - 2 Florida Building Code Online Page 1 of 2 BCIS Home Log In € User Registration Hot Topics AProduct Approval r USER: Public User a , ats LtF s • ��licatib�sContactContaUs BCIS Site Map Links I Search SuC-ICS4chf ge• .. . . . •• ••• .. Product Approval Menu > Product or Application Search > Application, 4j%li-swo- W., C • • • • • . 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 )avad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. ,/ Validation Checklist - Hardcopy Received FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding Window (LMI-SMII-CI 2017.1)df Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5 CNatyGogDkV... 9/ 11 /2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products % % • ••• • • ••• •• • • • •• • • • • • • • • • • • • • ••• • • • • ••• . • • method 3 Aptio men.D • : • • bl/15/2oiA .•. • 01/16/2018 •41121f20t8 •• ••• •• • 04t2(j/2H • • % • FL # Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Sliding Window Large missile impact resistant aluminum horizontal sliding 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 W16-26 for span vs. load combination and installation details. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding Window (LMI)-2017 DWG W16-26 Ddf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MC2-300 Alum Horizontal Slidinn Window (LMI) -PAE 2017 gdf Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Sliding Window Small missile impact resistant aluminum horizontal sliding 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 Shading Window(SMI)-2017 DWG W16-28 Ddf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding W_indow(SMI) -PAE 2017 Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 201 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to 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 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: Lei � dtecl Credit Card Safe Wig:, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkV... 9/ 11 /2018 . ... . . ... %.. . .. %.. . . . . . . . . . . . . . ... . . . . .. . ILI AL-FARQQQ CQPtRORATION ..... . . . . . CONSULTING E(it;INdERS:& PI`2OD13C? DEVELOPMENT . .. ... . ... . .. . . . .. ... .. . ......... . PRODUCT APPRAVALETAI-10A.."w • • • 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 84TH 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 Drawings # 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: ,,.•••..,, Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 P'•..OR1 Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcens.com I alfarooq@afcena.com Florida Building Code Online Page 1 of 2 . . BCIS Home 1 Log In I User Registration j Hot Topics • Subrpit Surcharge p A R r ld� Product Approval • • • • • • • • USER: Public User FA i i Ot�L*-, Q=- Sots 14 Fact% Pualications ; Contact Us i BCIS Site Map I Links I Search • • •• • • Product Approval Menu > Product or Application Search > AwriAtioo Litt >.Xpp1ir:,ii9n Wil • • • • ••• • • • • •• • FL # ••• : FL2Q3t2: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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received )avad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. */ Validation Checklist - Hardcopy Received FL20352 R2 COI SS -Series MG-200 Alum Single Hung Window(LMI- SMI)-CI 2017.Ddf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNRDbHMHno... 9/ 11 /2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prndurlhc • • Method 1 Option U • • • • • • • • • • • •.• ••• 0141jW28j • • • 01/16/2018 • • • 91/2.1/2918 • • • • • �• :•p4t1�%2Q1� :• �. FL # Model, Number or Name Description 20352.1 Series MG-200 Aluminum Single Hung Window Large missile impact resistant aluminum single hung window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20352 R2 II SS -Series MG-200 Alum Single Hung Approved for use outside HVHZ: Yes Window(LMI)-2017 DWG W16-20 Ddf Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-20 for span vs. load combination and installation details. Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20352 R2 AE SS -Series MG-200 Alum Single Hung Window (LMI) -PAE 2017.12df Created by Independent Third Party: Yes 20352.2 Series MG-200 Aluminum Single Hung Window Small missile impact resistant aluminum single hung window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20352 R2 II SS -Series MG-200 Alum Single Hung Approved for use outside HVHZ: Yes Window(SMI)-2017 DWG W16-21 Ddf Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-21 for span vs. load combination and installation details. Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20352 R2 AE SS -Series MG-200 Alum Single Hung Window (SMI) -PAE 2017.odf 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. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to 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 . Prod��u'ctt -Aj-pproval Accepts: P fps lkrmm El Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5 CNRDbHMHno... 9/11 /2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... AL-FAROOQ. C.OR�PQRATI ON . . 00 .. . . .. 00 CONSULTING;ENNNI ESS;.. &P20b11C-T DEVELOPMENT . .. ... . .. .. . . . .. ... .. . ... . . . . .. . PRODUCT APPIkdVAI; 13VA►L UATION: RULE CHAPTER #6lG20-3 - M1ETAdlYi0b LION D FL 20352 Date:01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW ge STREET, MEDLEY, FL 33166 Model Name: SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW Maximum Width: 53-1 8" Maximum Frame Height: 96" Maximum Load: +80 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-20 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 03/11/2016 FTL-8827 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 OR ASTM Water Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/11/2016 FTL-8827 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 Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. 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: �..•., `Z pOEAH,.,.4O,,,. '- No 70592• Javad Ahmad PE # 70592 �o: AI-Farooq Corporation EB # 3538 �'S,S....... •�°Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceniz.com I alfar000@afcene.com Florida Building Code Online Page 1 of 2 BCIS Home Log In , User Registration % Hot Topics dt � flail _ `� l i Product USER: Pu •• • • •. Product Approval Menu > Product or Application Search > Application List > Applicabol.Drllit6 • ••• • • Approval blic User Submit Surcharge i iStats & Farts lipblications, CorPct Us BCIS Site Map Links Search • • • • •• 0.0 •• • • • • • • • • • • • FL # FL2&W1 : : ' •' Application Type New 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Yiping Wang mcy@mcyengineering.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarias@ mrg lasswindows.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 Keystone Certifications, Inc. 08/27/2025 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received FL26351 RO COI Certificate of Independence SS.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvF%2b4jUaeV2dC4UdrR68P 1... 9/11/2018 Florida Building Code Online Equivalence of Product Standards Certified By •• •• • • • •• •• • • • • • • • • • • • Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products • • . • • • • • • • • • • • • •• ••• • ••• • Method 1 Option D 02/1442018� i i i i i• • 02/26/2b1: i i i • i 02/26/2018 04/10/2018 FL # Model, Number or Name Description 26351.1 Series MRG-400 Fixed Window - Series MRG-400 Fixed Window - Large Missile Impact LMI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26351 RO II MRG-400 FA DRWS 02.20 SS.pdf Verified By: Yiping Wang FL#55983 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +52/-100 Evaluation Reports Other: FL26351 RO AE Evaluation Report SS.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. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to 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 Aprprr000vvya7�l Accepts: I_SU ' 1�.31 CCte: Crei:l Curti Safe https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvFD/D2b4j UaeV 2dC4UdrR68P 1... 9/ 11 /2018 F7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... 8501 SW 124th Ave. Ste. 205A Miami FL 33183 MCY ENGINEERING INS •' • • : •' • .: .' . P: 305 271-0117 if 1It\f ; ( ! NSL 1. f , -N T F: 305 279-6818 . .. 0 % • ... . PRODUCT APPROVAL EVALUATION . REPORT • • . . • • • • • REPORT Product Manufacturer: Mr. Glass Doors and Windows 8120 NW 84TH ST Miami, FL 33166 Series MRG-400 Fixed Window Fixed Window — large missile impact Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be required following applicable Code modifications or revisions. Code: a Edition Florida Building Code (2017), inclusive of all Supplements effective as of this report date. Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. Test Reports: . ... . . ... % .. % .. . . . . . . . . . . . . ... . . . . ... 850t SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING INC •' • •' • •' • P: 305 271-0117 (,1 A / ' V! 00": S t L. FAN I' • • F: 305 279-6818 .. ... . ... . .. . .. ... .. Mandatory Tests (Tested in accotdan j@ jiq 4AP4 5Qi) '. Test Lab Report Number Test RepcA Late Xesi slaudard & Description Fenestration Testing FTL-9147, signed 01/24/2017 TAS 201(large missile impact) Lab. — Medley, FL and sealed by TAS 202 (uniform static test) TAS 203 (cyclic wind pressure loading) Idalmis Ortega, PE, ASTM E283 (air infiltration test) ASTM E331 (water infiltration test) FL #76905 Engineering Analysis: The following engineering analyses and/or calculations have been performed: • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. • Anchor calculations are based on manufacturer's published anchor capacity, anchor Notice of Acceptance by Miami Dade County. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... .... .. .. .. .. . . . . . . . . . .:.::OP.-. SASS DOORS AND WINDOWS, INC. SERIES M RG-400 FIXED WINDOW .... . .. ... .. :• 'II.ARGE * SMALL MISSILE IMPACT .. .. . ....... DRAWINGS INDEX 5HEET TITLE CONTENT REV. DATE 01 COVER GENERAL NOTES AND INSTRUCTIONS 02 03 El GI WINDOW ELEVATION_ GLA55 CAPACITY CHARTS 04 D I WINDOW DETAILS 05 OG A I A2 ANCHOR OPTIONS ANCHOR OPTIONS 07 08 BOM 150 BILL OF MATERIALS ASSEMBLE DRAWINGS GENERAL NOTES: - TH15 PRODUCT HA5 BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - WINDOW5 RATED FOR LARGE M1551LE IMPACT. IMPACT 5HUTTER5 ARE NOT REQUIRED. - THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHOR5 SHALL BE A5 LISTED, 5PACED A5 SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL 5HALL BE BEYOND WALL DRE551NG OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TH15 APPROVAL. - MATERIALS INCLUDING, BUT NOT LIMITED TO, 5TEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER D1551MILAR MATERIALS SHALL MEET THE REQUIREMENT5 OF THE GTH EDITION FLORIDA BUILDING CODE (2017) SECTION A5 APPLICABLE. - METAL 5TKUCTURE5 NOT BY MR. GLA55 DOOR * WINDOWS, INK. TO BE DE51GNED TO 5UPPORT THE LOADS IMP05ED BY TH15 GLAZING 5Y5TEM AND TO TRANSFER SUCH LOAD5 TO THE BUILDING MAIN STRUCTURE. - ULTIMATE LOAD OBTAINED FROM A5CE 7-10, MULTIPLIED BY O.G SHALL BE LE55 THAN OR EQUAL TO THE MAX. DE51GN LOAD IN TH15 DOCUMENT. THE DE51GN LOADS 5HOWN IN TH15 DOCUMENT ARE ALLOWABLE DE51GN LOADS. INSTRUCTIONS: USE CHARTS A5 FOLLOWS. STEP 1 : DETERMINE DE51GN WIND LOAD REQUIREMENT5 BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7-10 STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. STEP 2: SEE SHEET G I FOR GLA55 OPTION5 AND CHART FOR APPROVED LOAD Of DESIRED FRAME 51ZE WITH GLA55 OPTION5. STEP 3: APPROVED ANCHOR OPTIONS 5HEET5 A I � A2. ANCHOR SPACING SEE SHEET E 1. STEP 4: THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLITE OPENING F.H. - FRAME HEIGHT SECTION NUMBER F.W. - FRAME WIDTH W/ - WITH 7 5HEET NUMBER W/O -WITHOUT O.C. - ON CENTER A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINE ER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i—WHERETHESITE CONDITIONS DEVIATE FROM THE P.E.D. B- 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- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TIIE ENGINEER OF RECORD (E.O.R j FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. THIS P.E.D.SNALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. _j 0 C3 Z C3 W x LL O O C7 Tn w_ w w U) P O"D �to Z � M C1 • lid IDA REGI TRATIU�1 • 3 f 02/06118 i NQ C. 28677/ AS SHOWN fr r y • wHnen Bin r j T r •` / of Rnll(T a f • f T nRmNr. n0 `. '• AD18-01 r •.FC p a.f••`�` 1 OF 9 FEBRUARY 20TH, 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... 1 7/ . . . . .. . . .. . . . . . . . . . . . . . . .. . . . . . . . .. ... 0.0 ... 000 48" FRAME WI6WH, . . .. ... .. . ... . . . . .. . • . • . . .. D.L.O.W. 14" D1 MAX. [�• - C / DI OPP. / P// G" 14" MAX. �I FIXED WINDOW ELEVATION (TE5T 51ZE 5HOWN) FAL5E MUNTIN5 (SURFACE APPLIED) MAY BE USED Q U LL- Una_ o�Ln zA 2oD- m=0 U U- z Q FRAME WIDTH i Lu oL uU U _ FRAME WIDTH wLL- = FRAME WIDTH Lu �w IL = FRAME WIDTH w = uj w U _ FRAME 1 WIDTH Lu W •I FRAME WIDTH Lu LU �LU i ALLOWABLE LOADS FOR ALTERNATE 5HAFE5 A5 SHOWN ABOVE OR 51MILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE A5 5HOWN IN DOTTED LINE5 AND OBTAIN ALLOWABLE LOAD5 FROM TH05E SHAPES. WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTED L�, ��i VERTICALLY OR HORIZONTALLY A5 5HOWN ABOVE. .wp u U Z ^ (A 0 Z� z > J Z > LL Zafi o Q X � cn W o O�fi 7 O-" u3 R J 0 N W ao U) I ,! � w Iro E 1 `••f�`9R1 DAA REGI TRATI%N yy�, P 3 T OATE 02/06/18 ft NoC 28677 i 1EE ASSHOWN 4yZAAN Bin go Of * ,{ •• lllllhINI. NO �� ` ••(? AD18-01 o UEitt FEBRUARY 20TH, 2018 . ... % . . ... % .. . . . . . . ... .. . . . . . . . . . . .. . DESIGN LOAD CAPACITY - PSF DESIGN �OAD.CAPACITY - PSF (GLASS) FRAME SIZES GLASS TYPES PRA%I! $IZf!5 .:. ' ILASE� fYP(•�• FRAME FRAME G I * G I A G2 * G2A WIDTH HEIGHT G I * G I A G2 * G2 WIDTH HEIGHT (IN) (IN) +/- PSF +/- PSF (IN) " (Z-z .'•+,�'P- .0 PSF 30 G5.0 100.0 19 1/8 mm 3G 2G 1/2 " 26' G5.0 100.0 (!5•0•00 •f00.0 G5.0 100.0 G5.0 100.0 42 37 54 G5.0 100.0 48 G5.0 100.0 53 1 /8 54 58.0 89.0 19 1 /8 G5.0 100.0 GO 30 3G 42 GO 48 54 58.0 59.0 100.0 2G 112 _ 37 G5.0 G5.0 100.0 100.0 100.0 53 1/8 G_5.0 G5.0 19 118 2G 112 1 58.0 89.0 37 G5.0 100.0 38 3/8 _ G5.0 100.0 G5.0 100.0 G5.0 100.0 G5.0 100_0 50 5/8 G5.0 100.0 GO 52.0 80.0 53 1/8 G2.0 95.0 30 3G 42 GG 48 54 GO _G 5.0 G5.0 100.0 100.0 19 1 /8 1 2G 1/2 1 37 1 63 5 /3 1I 8 G5.0 G5.0 100.0 100.0 G5.0 100.0 G5.0 100.0 G5.0 _ 1 0.0 59.0 90.0 58.0 52.0 _ 89. 80.0 19 1 /8 2G I/2 7G 37 G5.0 G5.0 G5.0 100.0 100.0 I00.0 3o 3G 1 4- 2 48 72 G5.0 G5.0 100.0 100.0 G5.0 100.0 G5.0 100.0 54 58.0 89.0 30 1 3G 78 42 48 G5.0 G5.0 G5.0 G5.0 100.0 100.0 100.0 100.0 30 3G 42 84 48 G_5.0 G5.0 100.0 100.0 G5.0 G5.0 100.0 100.0 30 3G 90 42 G5.0 100.0 G5.0 G5.0 100.0 100.0 100.0 30 3G 9G 42 G5.0 G5.0 G5.0 100.0 100.0 30 102 G5.0 100.0 3G G5.0 100.0 30 3G I 108 I G5.0 100.0 G5.0 100.0 30 1 114 G5.0 100.0 z n z E- = r 3/ 1 G" HEAT 5TKEN'D GLASS 3/ 1 G" HEAT STREW) GLA55 Z 0.090" PVB INTERLAYER 0.090" 5ENTKYGLA5 INTERLAYER y BY'KURARAY AMERICA, INC.' BY'KURARAY AMERICA, INC.' (� r3/ I G" HEAT STREN'D GLASS i F3/ 1 G" HEAT STREW) GLA55 1 � j - y 1 _J Z J .� �c WN W z 0 n z o L 9/ } I\9J� ZN_ r W Q > ai ��1 GLASS TYPE 'G I' 1 0/ GLASS TYPE 'G2' } J 7/ 1 G" NOMINAL OVERALL 7/ 1 G" NOMINAL OVERALL 5 I /4" AIR SPACE -� � 3/ 1 G" HEAT 5TREN'D GLA55 I /4" AIR SPACE � 3/ I G" HEAT STREN'D GLASS s 1 /8" TEMP. GLA55 j-0.090" PVB INTERLAYER / / BY'KURARAY AMERICA, INC.' 1 /8" TEMP. GLA55 0.090" 5ENTRYGLA5 INTERLAY 1 / BY'KURARAY AMERICA, INC.' K U z / 3/ 1 G" HEAT 5TREN'D GLA55 / 3/ 1 G" HEAT 5TREN'D GLA55 O w ALUMINUM SPACER 13 w�/ / ALUMINUM SPACER 13 V Z m 1- o -I LL _ �T) 11 �� I 0 1 w Q�5 x w J 11 ll. CD W 9 (� Al 12 12 0 OPF GLASS TYPE 'G I A' GLASS TYPE 'G2A' -j N 1 3/ 1 G" NOMINAL OVERALL 1 3/ 1 G" NOMINAL OVERALL En O °° �.rr G•p«E Imo, G IEYURIDA RE TRA%N* •j83 irro 07J06/18 = µ0 C. X 286A77 0.,.cAl a AS SHOWN _ y i .h • m:.%"r+ Bin NOTE: Of lu . 2 01:a"IN� No14 GLA55 COMPLIES WITH A5TM E 1300-09'. % .••Cy.` �`'L �.a•'«��►�`. AD18-01 (3 5EC. GU5T5). FEBRUARY 20TH, 2018 • • ••• • • i ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • TYf:. ANCHOR. TYP. ANCHOR. • MIN. 0 :F(:R:ANClOFWPZICM FOR ANCHOR OPTION EDGE DIST. �`' :5Et:SHIfa A �A2 MIN. SE • E SHEET A I � A2 /• EDGE DIST. 1 / CONCRETE WOE BUCK = B OPTION o f'c = 3000 psi MIN. o••� •••. .� � D I Z -• - METAL 5TRU E I ' ZO 5 • •z Z13 F i n/ ) I C 0 ii c U Lu A DETAIL g 2 w y 9 U o — — — I = _j _ J LL_J LL Q _¢ 3 — � S 9 2) z aO r41 I 6 B DETAIL a-/12 12 ' w 117 ti z � J 1 _ o Z� �3 4 , LL I rr- In 8 0 Zap ti w Qm �\ W — l / B FLUSH ADAPTOR o 0 OPTION R 0= 3 °f_F co CONCRETE / co f'c = 3k5i MIN. z )) ~ 1 w -J z �� CONCRETE z gro - f'c = 3000 psi o Mtn _ m w - 1 Lu 0 TYP. ANCHOR. � �� .•�"[�� Ic'Q,e. D 1 MIN. — ,� : v1tY0RIDA REC�$TRAfIQN* r 1_MIN. • FOR ANCHOR TION SEET N. 28677 oyosna Ej1 GE DIST. SHEET A I A EDGE DIST. �Q ;c,IF AS SHOWN CO y : L m:Wh Bin • l / T Of• rrn.M. T f • W UI;ANINU Nn. INSULATED LAMINATED GLA55 SHOWN. 0:0 Z : � CONCRETE SUBSTRATE SHOWN. FOR GLA55 TYPES ARE INTERCHANGEABLE.*�0, .�cC O • ••i•%�yC?�� AD18-ol OTHER OPTIONS SEE SHEET A I OR A2. SEE PAGE G I FOR GLAZING OPTIONS. r� �S•�.�•.�� 4 OF 9 FEBRUARY 20TH, 2018 i 1 /4" MAX. SHIM TOST47p► l •-ql/1�UW�1 z� �U azO� �LLJ U OU az `� o . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1 8 ' 4\4 12� 9 r 1 7/8.1 / • C DETAIL D2 IN5ULATED LAMINATED GLA55 5HOWN. GLA55 TYPE5 ARE INTERCHANGEABLE. SEE PAGE G I FOR GLAZING OPTIONS. 7/8" WO D BUCK 1 /4" MAX. 1 /1 SHIM MI MEANT � . 1 � 131 1 Ln -- `- ww �U D O LLJ z CC)OUO cz U (11 4 8 11 D.L.O. I 1 7/8" F.W. — C OPP. D2 \ TYP. ANCHOR. FOR ANCHOR 7 OPTION SEE SHEET A 1 �1 i 7/8" 1 /4" MAX. 7 � • SHIM TYP. ANCHOR. SEE SHEET A2 FLORIDA APPROVED Jj MULLION AND MULLION 4� �3 ANCHOR5 SEE SEPARATE APPROVAL 1 7/8" C FLUSH ADAPTOR D2 OPTION 311 114" MAX. T—� SHIM t� ■ I1 I • •iffleffill 3EE 5HEET A2 MIN. EMBEDMENT �-. FFRRIJARY 20TH. 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . MIN. EDGE DIST. z w CONCRETE z o f'c = 3000 psI w m ANCHOR OPTIONS : TYP. ANCH©9 . SEE E I mp. " ' ' ,. MI.� .�. SPACING N.EDGE DIST. Ju. METAL 5TRU TYP. ANCHOR SEE E I FOR SPACING MIN. EDGE DIST. TYP. ANCHOR SEE E I FOR SPACING TYP. ANCHOR E E I FOR ACING TYPE "A": 114" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 1 55K51) _ 1 112 " EMBED INTO WOOD (5G=0.55) w _ WOOD BUC z TYPE "B": 1/4" DIA. 'ELCO' ULTRACON OR WOO 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE STR URE OR THRU I X WOOD BUCK INTO CONCRETE I W/ 1 3/4" EMBEDMENT INTO CONCRETE 1/4" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 1 55K51) 1 1 /4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1 /4" MIN. EMBED INTO HOLLOW BLOCK - 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) — TYPE "C": # 14 SMS SCREW (Fu=74K51, Fy=57K51) INTO 1/8" MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51) INTO 1/8" MIN. THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE * MASONRY= 1 1 /2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL = 3/4" CONCRETE AT HEAD, SILL OR JAMB fc'=3000 PSI MIN. UNLESS SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR SEE E I FOR MIN. SPACING EDGE DIST. / CONCRETE i LL f'c = 3000 P5I N IN. z FLORIDA APPROVAL MULLION SEE SEPARATE APPROVAL �11 � U y N 1' z D = W rn n W z a z 0 0 0 z z .X W N �� Q y TYP. ANCHOR SEE s� r !1 :J ELEVATION FOR SPACING m SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH 51LICO WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLA55 WINDOWS AND DOORS, MUST SUSTAIN LON IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE U z o!g o z� z 3: > LL ocl � zati X � w _ ,� o W o�c (9 o1- o U) 3: LLIJ C. F.W. E En N c9 co *.:;;.12 `�� •s'(('''��Y�I IV�JG.P•E �� A 1 rEl'DRIDA RETRATYI�f�, �/ • j�Q�{ 83 nrri• 02l06/18 E %40 l'.A.N. 28677 / sczi a AS SHOWN t!XIIN Bin V DR \WING N5 AD18-01 iOt+il1-:��1� 6 OF 9 FEBRUARY 20TH, 2018 MIN. EDGE D15T. W OD BUCK OR WOOb---. 5TKUCTUR ' ANCHOR 01'-ION5 : ►I •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • TYP. ANGripf�'. .:go,.: .'• SEE E I POR'.: .`. 5PACIN(�.' ••' •�• MIN."' •'• TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 1 55K51 1 112 " EMBED INTO WOOD (5G=0.55) TYPE "B": 1 /4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 1 /4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51) 1 1 /4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1 /4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 51VI5 SCREW (Fu=74K51, Fy=57K51) INTO 1 /8" MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEIC5 SCREW (Fu= 120 K51, Fy=92K51) INTO 1 /8" MIN. THK STEEL. ANCHOR EDGED D15TANCE: INTO CONCRETE * MA50NKY= 1 112" MIN. INTO WOOD STRUCTURE = I " MIN. INTO METAL = 3/4" TYP. ANCHOR SEE E I FOR SPACING T) CONCRETE AT HEAD , 51LL OR JAMB fc'=3000 F51 MIN. UNLE55 SPECIFIED C-90 HOLLOW/FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR FLORIDA APPROVED SEE E I FOR MULLION AND MULLION SPACING ANCHOR5 SEE SEPARATE APPROVAL iA / 9 II TYP. ANCHOR 5EE E I FOR MIN. SPACING EDGE D15T. -T MIN. EDGE D15T. CONCRETE Z f'c = 3000 psi SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. TYP. ANCHOR SEE E I FOR SPACING I i' _ ; v- WOOD BUCKS AND METAL STRUCTURE NOT BY MR. No GLA55 WINDOWS AND DOORS, MUST SUSTAIN LOADS IMP05ED BY GLAZING SYSTEM AND TRANSFER THEM rt TO THE BUILDING STRUCTURE '*,, `•. fi go S!E"1 ii Z� 'J Y s GLSTRATiDNy * A. L 02/06/18 3 ;i u r AS SHOWN 28677 • nt rxn � Bin t of• yto R rc l ` •,.•�,. DRAWING No A D 18 — 01 FEBRUARY 10TH, 2018 . . ... . . ... .. .. . .. . .. .. . . . . . . . . . . . • . G 74" Lnj Ln �.... . • . —0� O 01 FRAME HEAD, SILL ff JAMBS � MGR-201 6063-T6 0.45811 .45 8" Ln .096" 5 GLASS STOP MGR-210 6063-T6 N O. O� O� 2.7801 0. 11 " 34 7-- J! Ln co O — .096" PERIMETER COVER FLU511 FRAME ADAPTER A55 STOP 2 MRG-215 6063-T6 MGR-212 6063-T6 (i)2MLGp 3-209 6063-T6 BILL OF MATERIALS ITEM PART DESCRIPTION MATERIAL MANUF. / I REMARKS I MGR-201 FRAME HEAD MGR-2 1 5 PERIMETER COVER MGR-2 1 2 PLU5H ANCHOR ADAPTOR MGR-209 GLA55 STOP (IN5ULATED LAMINATED GLASS) MGR-2 10 GLA55 STOP (LAMINATED GLASS) - 1/4" HH TAPCON 0003-TG TECNOGLA55 2 GOG3-TG I TECNOGLA55 3 0003-TG TECNOGLA55 4 5 GOG3-TG TECNOGLA55 GOG3-TO TECNOGLA55 G A5 REQUIRED - 7 - 8-16 PH FH 55300 L= I " A55Y SCREW 5T/5T - 8 - 10-1 G 5M5 PH FH L= 111 55300 5T/5T - 9 - BULB GASKET ULTRAFAB E201 - SETTING BLOCK 3/ 1 G" THK X 112" X I " 5ANTOPRENE DC975 DOW CORNING 795 - I I/2" X 5/8" 5ETTING BLOCK LAMINATED GLA55 VINYL - 10 - - I I 51LICONE DOW 12 5ANTOPRENE - 13 - 1 GLA55 SPACER ALUMINUM TECNOGLA55 z 1 E- z �a 0 z O"' p!g 0 Zcn > LL Z _ 0�a Zap w Q� X fOWa ILL W w T 0 C ~F- � 3 w J CDN w 00 .�� •••,fir �c`gE. �r •RIDA PARTS a>•rr 02/06/18 ♦� RETRAt • �/y 83 = JAQ 28677 : c.v c AS SHOWN to • • UILION Bill PQ0.1P, T { as / • .mil LY IlR\WING Nll 'A • • Z +ri�i A •.;r E 0 a.•`'�C��,+ AD 18 - 01 �4:�SSI6t+t`�:��, 8 OF 9 IImWIND] . . ... . . . ... .... . ...... . . • . • . . . . . . . .... . . . . ... . . . . .. • . .. . . . . . . . . . . . .. .. .. . .. . . . . (8) #10 x 1/2"LG FH SMS S/S G HERS ELDED ODE ER4043) PL., I 1/8" x 11/4" x 6" CIRCULAR OR A N G U LA R WINDOW CONECTION oq RECT. OR SQUARE WINDOW CORNER 060 L U -1 Z s N cG Z L J Z_N F W ZO n Z U o 0 Z Z W �w v �a U Z O") 0 >Z z Z > LL Z 15 w Q x (1)wLL ILL X w CD Y O W co c� 3 w J o 22 N w C9 U N LCL G ,A� �1 I I I .. ` j �lG•1%E ISO ♦�� IDA RE TRA"if T 83 usrr 02/06/18 140 C. N. 28677 ;gal F AS SHOWN urauN Bin Of •' e • ` DR \NINC N0cl . • ` AD18-01 FEBRUARY 20TH, 2018 . . ... . . . ... • • • • • • • • • • • • • • • • • • • • .. .. . .. . .. • •• ••• • ••• • .. . . . .. ... .. . ......... . .. .. . ....... THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y 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. 6" MAX. HEAD/SILL CORNERS I- v M a o _ J 0 C7 — w O 0 z — 3 e = 10 z U_ W — W ,n x Z 0 J < J Q — SILL ANCHORS NOT REQUIRED FOR LOADS UPTO 80 PSF 53 1/8" WINDOW WIDTH 46 3/4" D.L.O. (FIX. LITE) 20 1/2" MAX. A HEAD 4 I, II II II II II I, II I� II B II II 4 II --- -- ------- --- �I I� II II II II II II II 11 II n II V. II n n II n II II II II II II --- - I i� 4 20 1/2" MAX SILL 46 3/4" D.L.O. (VENT) 49 3/4" VENT WIDTH TYPICAL ELEVATION TESTED UNIT -- 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. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ADDL. ANCHOR AS REQD. SEE CHART FOR CAPACITY — N in cn 0] it QZ �o U FL #20352.1 � ' �CENS�r • ,i No. 70592 ®• 9T E 4v %, '•..Ft 10�.• °mac �� Sealed: 1 /12/2018 V� 0 o N I co Z CO 3 O �N Q Q2 " �.' O 0 tj to 0 d j W O �Nn C>>ui� M 0 IL a 8 O 03 yyE; Q�Zjd W � Y. � LL' ZN - ofc J 0 4 w Q W 0) F- j (n m z N W v N O 0O O v z L0 3 3 M 0 8 cn W o ON I M N 00 aNlo a N3� �zLso O N 0--Jv Q'C-4ui _j i6 c 0 to o u1 A o i o � ~ 0 o n a a a : o drawing no. W 16-20 sheet 1 of . . ••. ... .. • . • • .. .. . .. •. 3/16" HEAT STREN'D. GLASS : : : :•: : ' : ' 1/8" HEAT STREN'D. GLASS .090" Interlayer ' ' "' ' ' ' • • • .090" Interlayer SentryGlas Trosifol PVB By 'Kuraray America. Inc.' By 'Kuraray America, Inc.' 3/16" HEAT STREN'D.:G" : • 0: '.' . '; '. 1/8" HEAT STREN'D. GLASS • • •• • • • • • • w F= • •• SILICONE ••• • •• • w SILICONE m DOW 795 m DOW 795 zCA e •• • • 16 • •• .a •• v)q 16 j! I_ •. ! ii L0 O 0 w gA Ir w 8 � 9AT 1 /4 POINTS ON LITES 23 AT 1 /4 POINTS ON LITES WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1 /4" AIR SPACE 3/16" HEAT STREN'D. GLASS 090" Interlayer SentryGlas By 'Kuraray America. Inc.' r3/16" HEAT STREN'D. 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 w SILICONE` w SILICONE m DOW 795 m DOW 795 z Z 16 is ! 11 16 $e ITAT I � uj w 1/4 POINTS � 23 AT 1/4 POINTS L SIZES 41 ALL SIZES GLASS TYPE 'Al' __ GLASS TYPE 'B1'- 7/8" OVERALL INSUL. LAM. GLASS 11/16" OVERALL INSUL LAM. GLASS GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. _ PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 OR 'DURASEAL' EDGE SEAL SYSTEM BY QUANEX' FL V � 4 0 o N 1 (O Z �C J z O� M� a Z 9 Q 1 CD N a. 20 O W0`"M o N Vic- U. OCY �iNh v °o>M to Oaoa 8 O °� b jr 0 NJ QW3iia LL Za! - o c� .:I0fog QLu W 0 1-- Z 00 N m v N o 3 0 z � 3 Z 0 � � v 8 = Lu LLJ to X F— O M ro NO0�M 000 0 (� J o J � N O J v N C 0 ``t11LIIIIff��, to EN No. 70592 �• drawing no. ORID 1 sheet 2 of $ - Sealed: 1/12/2018 EQUAL LITES WINDOWS • .. •• . DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & '131' • • WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1 T. • 19-1/8" 26-1/2" 30" 37" 4$" 53-1 /8" 38-3/8" (4) 80.0 140.0 80.0 60.Q . • '; i • • •' • 80.0 140.0 80.0 • 0.0 i 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 ad.8 80.0 140.0 80.0 80.6 • 19-1 /8" 26-1 /2" 30" 37" 48" 53-1 /8" 50-5/8" (6) 80.0 140.0 80.0 se.0 80.0 140.0 80.0 1 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 19-1 /8" 26-1 /2" 30" 37" 48" 53-1 /8" 63" (6) 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 19-1/8" 26-1 /2" 30" 37" 48" 53-1 /8" 74-1 /4" (8) 1 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 129.6 80.0 80.0 19-1 /8" 26-1 /2" 30" 37" 48" 53-1 /8" 76" (8) 80.0 140.0 80.0 80.0 Q W 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 128.5 80.0 80.0 19-1 /8" 26-1 /2" 30` 37` 48` 53-1/8" 84" (8) 80.0 140.0 - - rn xO _ U O O 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 80.0 124.7 - - 19-1/8` 26-1 /2" 30" 37` 48" 53-1 /8" 90" (8) 80.0 140.0 - - z Q z (n LU 80.0 140.0 - - 80.0 140.0 80.0 140.0 - - 80.0 140.0 - - 80.0 123.1 - - 19-1/8" 26-1 /2" 30" 37" 48" 53-1/8" 96" (8) 80.0 140.0 - - z Lu a. ? p z 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - 80.0 122.4 1 - - 53-1/8" 74-1/4" 80.0 140.0 - - o 53-1/8" 76" 80.0 140.0 - - �a 53-1/8" 84" 80.0 140.0 - - 53-1/8" 90" 80.0 140.0 - - g 53 1/8" 96" 80.0 140.0 :lam EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'A' & 'Al' WIDTH HEIGHT EXT.(+) 1 NT.(-) 19-1 /8" 26-1 /2" 37" 40" 43` 48" 50" 52" 53-1 /8" 63" (7) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8" 26-1 /2" 37" 40" 43` 48" 50" 52` 74-1 /4" (8) 80.0 140.0° 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1 /8" 26-1 /2" 37" 40" 43" 48" 50- 76" (8) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1 /8" 26-1 /2" 37" 40" 43" 84" (8) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1 /8" 26-1 /2" 37" 40"1 90` (9) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1 /8" 26-1 /2" 37" 9) (9 80.0 140.0 80.0 140.0 80.0 140.0 5 L 7 WInTu R Ld L0 N W > m Ir w a N W O 2 U Q w O O z H U 0 z w S z W a a z O z UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'B' & '1311' WIDTH HEIGHT EXT.(+) 1 NT.(-) 19-1 /8" 26-1 /2" 30" 32" 36" 37" 46" 48" 53-1 /8" 50-5/8" (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1 /8" 26-1 /2" 30" 32" 36" 37" 46` 1 63" (6) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1 /8" 26-1 /2" 30" 32" 36" 37" 74-1/4" (8) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1 /8" 26-1 /2` 30" 32" 36" 76" (8) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1 /8" 26-1 /2" 30" 32" 84" (8) 80.0 80.0 80.0 80.0 1 80.0 80.0 1 80.0 1 80.0 WInTLA � LJ .�. z -m - UNEQUAL LITES (ORIEL TYPE) (% �; 0) S CV W 0 � � U Q WZQ W NNU) V) < U v) 00 h- Op0W Z ►M Z m O W_jH a ao� Q Z X " U 0 0:< 0_ N C, L'- o� Qz�W' ZC9 M < 0 \�11111AN 111/��7' OCIEN UNEQUAL LITES (ORIEL TYPE) ® s FT #20352 1 ^.--ni •_.: ^�:'S. _.__. -..-r ,. ..,_ �....?... .a. .__ ..sue. _-. ��--- _. :.,+,-S sY 7C.,.�. ...-..'�,'^'�, -, r. r:'., i-A...- :.�4� .._.-��r..:-�...•l•.._ .,..___.r�..r'L�... _. _.._r__�_..=-...tz�.� ..� - a.S. ..: 5...... ._.. _ ':i "'%_-.. � --�z:. . Sealed: 1 /12/2018 W V" 0 O N I Z M r° J °i z RR. ~ M Q W N I Q 2 N � o OA d j N mct U. 0�ym cy0>m 0L0Qg C rnN� O aWnLL. W � N . 0 N go ZMQ w Z 00 to o � 0 � z n 3 Z r0 � � v 2 L W O C) N ro M N 0. m 0 v J J to 3 L` Q S Z i 0 0 0 0 J v I N W � co to T a of i a o ~ i r o v v° v u drawing no. W16-20 sheet 3 of $ 1 BY • • T�ICAL ANCHORS • • • WOOD BUCK • • �ED S EIS/• % • • ul 11-11 if • FOr SPAOIN01 • • • d \ ; . E T.•'• • • • d 'd c .aid • ••• d d d' d Q • • •• • • • • • • sTs II �I 9 If If I! II II II r -I O li li li I I 20 li ii ii I I I I If If I 'I 1 12 OPTIONAL TO SPRING LATCH tE O + 5 c2 4 O + Z a 3 a I W !I [-4 18 I II I �- W I �� II w o = J I 1— i If i Ld > I t s I; i i 1 I I I If I: I 13 23 1 II II I I ' 18 I ._(22- I 8 O 4 18 2 I b T) FOR SPACING �r -------------------- ---�� METAL I I F.B.C. APPROVED I STRUCTURE j I MULLION & MULLION ANCHORS I I II SEE SEPARATE APPROVAL II EDGE DIST. I � � I I EDGE DIST. I I I II ------ --- ---- JJ � N TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END .d e °I, I dd e E� EDGE DIST. ' 1BY WOOD BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING ]/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2"-MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 -MIN. — CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. V- /I AN or No. 70592 co _� d dam• FA, TYPICAL ANCHORS ' D °\ I• IREAD. FOR LOADS I I ' TYPICAL ANCHORS 0 d' yy1 ABOVE 80 PSF ONLY ° VV1 III REOD. FOR LOADS ABOVE 80 PSF ONLY SEE ELEV. _ l 1 �•.' .... a FOR SPACING EDGE DIST. SEE ELEV. �ii�Q�®® .,.=_.'.�i- �-.-. - ��-�.,__ .•-••----- _._ •_- - - - - - - - SPACING - - # 5 FOR L 3 2 �i s .._.-.:,.�- �.- y .-.y-i.L.—,,,r.e.nr.:.—.--,_,......_-«.�c:-�..r.._.�..._..�.-r,.-__..t.�...r:.�"...:...._�.+�...�+...-`ua±i.�r.+Z:.::-.�".u,=......t.;�3.i3.-:�:.'S:`r.w.w.�_�:r..�,�:..;-,�x:�3�.^T—".r-rir:c.�«�.�:ress�frxa.�.r"i�.�-'-"t �.. _.... _a;..r� '��"'_..�- .- x.�._...2.'..•xrz9!-'r Li tc) OD ::k Z N OD v N I 30 3 O It Ti Z M � 3 =5 Ad = w co C.D 0 N a r� y '-t M 00 J LL- a gz � Ni7 O J M f 5 (V W J m �com c 0 a o c drawing no. W16-20 sheet 4 of 8 Sealed: 1 /12/2018 1/4" MAX. SHIM 1/2" TYPICAL ANCHORS SEE ELEV. FOR SPACING . .... . . .... .... . ...... . ... . ..... . • • ••• • • • • ••• • . • • • • • • • • • • . • • • . . .. . . . . . . . . . .. ... . ... . • ..• • EXTERIOR D.L. OPG. WINDOW WIDTH F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL r --� 1 /4" MAX. SHIMS 9. 19819A 0 TYPICAL ANCHORS nm2o, 20 SEE ELEV. FOR SPACING _ -_ _ _ °I 1 /4" vv _ 0 � W v ' � o . �v w 1BY v WOOD BUCKS e V 1 /4" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE FOR SPACING TYPICAL ANCHORS 3EE ELEV. -OR SPACING V" �0 N I Z �� J O M N Q I• N d o � j d N C W 0M La O'O�cnjr o p CEO<'A 0yyrrI O N Q W OL a Z y - o j 0 QD Q W 01 f H U '0 ZOD N fn I 3O O nt Z n 3 Z n � j v S 7$j � w 0 of 0 V) a`o Z O N N 0 * M ao 0 I C I, v a z i o V' 0 J M N Q'C-4 w f91lii SEE ELEV. ��Vpi® A�� FOR SPACING WINDOW WIDTH WINDOW WIDTH No. %0592 + O ^ T o O �[ ®� S A • • drawing no. DRIOP •-�..r��..:•,.r.-♦ .....�...r v'....r�•''r-.�� .... �... �.s.:�_:. '.��..r� ��.e. .. .. :'�% w ..�. _ v/u4 a ie-�I _ -.Si. __ NJ.i:'J - .. r ... •.Slf .aY irr — • $ ®•tl�®1``� -- FL #20352 1 i��tl sheet 5 of Sealed: 1 /12/2018 EDGE DIST. • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• N D C o. D n�. ° I ... D • • • • •• • • •• • • •s• • • • • • t r • •• • � � r •• • V1 � • C Jl .. .. . ....... ALT. O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING x N F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. O fl SHIMS 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING a' d 0 41 1 /4" C9 a n ui .d a 0 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER FL #20352.1 ::+"--..�.w _-=,T :,..... ., � � - �' - ..�_., .. _�c+..`:x.,......,.�..-.. ...... .<..?:._eA._..=�S'_.s..7.......c:_...—+c..:.a..o`:lues=::.C�..Y`r _:_ _ �. .ul'r••:=.^�cS.:.; -..i'F�s�..z�7�.c �v.ti�d� . ... �•� - • - _ .._. . V" 0 o N I co Z J z ~ M N Q Q 2 a 6 to 0 Opp v a W" L- 0U. O t 5v) v o ui cr 0 '- M Q IL 0 5 C �y ii Z 0L �^p N Q W n I LLZw-o ..1 pm4 j Q W 01IW00 Z N 00 ... N o � 3 n 0 `* z i 3 Z r�i 0 y� v op ITJ 8 LJ.1 � J � F- C.0 ON T M N �q.M cWj N u a 2 } i N: o IL,,JII M -10 ED J �00m \\\\` `®• ANY:- ��' VCENS�® � Cr No.70592 a U Y V r 0 a V U .®' S F '• drawing no. sheet-6 _of•8 Sealed: 1 /12/2018 �- 2.848 .Oso 1.876 .874 FRAME HEAD 1-- 1. 189 ---I 062 TYP. .094 2.844 2.063 I- 1.409 ---1 O FIX. MEETING RAIL 1.403:. �1F�-.078 1.625 2.406 TYP._t 62 T 1.189-� O VENT TOP RAIL 1.625 1 -- 1- 2.076 - .062 2.438 I TYP. :- •• •• L•542 � • • •• ... • • •• • • • •r47r, • • ••• 062 YP. • 2.848- i ,asp • • •• ••• .I 1.189 3 •• •.... .4�7 • r FRAME JAMB 1.496 .875 .062 1.189 TYP. 715 I�- O7 VENT SIDE RAIL 985 .078 �{ I 1.421 ----I 1.029 F - t3 SPRING LOADED LATCH 1.000 3.353 { -1.189 - U .090 J 1 .500 U6 VENT BOTTOM RAIL I,2.848 FRAME SILL �- .D=2;.786=;l .583 - T45-� �I� I�-,134 500 6 2 .78� 1 .050 .865 78� 050 .865 .78� 1 .050 .865 .062 4� 1.096 1.096 1.096 to _ F1USH i FRE ADAER�L _ GLAZING BEADS .:.• AMW i. PT ' L=rg.-:� a1 -'�� .t-=�"•..:r-•rt.+�+•F.� •+..Y�, .� .�...�.q. � : Cl.:._+!'�Fr..� � � .c,.,":ri ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG201 1 FRAME HEAD 6063-T6 - 2 MG202 1 FRAME SILL 6063-T6 - 3 MG203 2 FRAME JAMB 6063-T6 - 4 MG204 1 FIXED MTG. RAIL 6063-T6 - 5 MG205 1 VENT TOP RAIL 6063-T6 - 6 MG206 1 VENT BOTTOM RAIL 6063-T6 - 7 MG207 2 VENT SIDE RAIL 6063-T6 - 8 MG208 AS ROD. GLAZING BEAD (5/16" GLASS) 6063-T6 - 8A MG209 AS RQD. GLAZING BEAD (7/16" GLASS) 6063-T6 - 8B MG210 AS RQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 9 - 2/VENT SASH STOP 6063-T6 - 10 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - 11 - - - - - 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL OH SMS 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 13A - 2/ LATCH LATCH SPRING ST. STEEL - 14 #10 X 1- AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W73231 NKOOOB AS REQD. SIDE RAIL FIN SEAL W'STRIPPING - ULTRAFAB 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON M&M PLASTICS 198 MG222 2/ VENT VENT TOP GUIDE CELCON M&M PLASTICS 19.1 #6 X 5/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS FH SMS TYPE B 20 SL-14A-044 2/VENT ULTRAUFT SPIRAL BALANCE - CALDWELL 20A #10 X 1-1/4- 1/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 - 2/ LITE SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A 24 - 2 HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 0 o N I Z � °r•° O M iQ NQ Q � � a a. � o Op` 0 v d j N 0 O 8 In ei Cf 0 o ♦� daC A O 0N0 O 4D Q W D LL Wm_ o of M J �ma WW Q WME F Z N v cn O � 0 a 3 Z r9i � � v m tj w� cD 0 V) M00 Do I N J o^ z w Q g Z y n N (' O J M 1 N W N0.70582 T O �[ v u L v • v` v ®• S drawing no. FL #20352.1 '�®®G��`��.� W16-20 /iii�iltt�� sheet 7 of 8 rr_Lw _ .`',.'-'�.txEi..a._:._'�L L.Y'r"'� _ +�SYr-ra'd"w.'. - ,. � .-......_ ...........r: .._-...._.__.. .k�•. ..... �. .="!+. .. -+aV� _'�`:=_'�'- �-.2�a'r .��.^i: �.+V'�kiiw Sealed: 1/12/2018 . .... . . .... • • • • • • • • • • 14 ��:•' �CENSF' �® FRAME -BOTTOM CORNER FL #20352.1 ��®®�AL Sealed: 1/12/2018 O N I cn i Z M � J Z N Q 2 N a fa o O0O U ILN ., wot O8Wti vpuii pf0EMM o p aoo C 03 yy5 3 Q W �O �Ztn -O OE M QJ Z M i 51 W m !- ZGo N v N o � � Z O U') 3 Z 0 � � v 5 w L Nt�cp O(f) ;7)a*0 N �� M O"D 0 n Q Q Z C� p _3 N L 1 m � � w g o0 F- c � 0 0 m a� o c � � a m drawing no. W16-20 sheet 8 of 8: d r (2) ADDL. ANCHORS SEE CHART ON SHEET 4 6" MAX. HEAD/SILL CORNERS 74" WINDOW W14M. • • • (4j ANrHOQ9'fYs. • �jj yy.. • AT• MWO.• S LE'• EGDS AT 4" O.C. 41�•1 *1 •L I • • i I II II •••- �rjl-•• C Dj • 7 / 7 II �/� ♦I :•• p � � � C� I II II M = M a p I II II 30 0 iD > m J I II II Z 3 1 I II II I I 11 I I II II II II I I II II II II I B I I II 6 j I m w_ Mw = � o z LJ 3 r• • FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I• 1. • I I 1 1 I 32 3/8" I l j I - 32 3/8" N w z D.L. OPG. D. L. OPG. p U 37 3/16" VENT WIDTH 89 3/4" M �o 96" WINDOW WIDTH (2) ADDL. ANCHORS SEE CHART ON SHEET 4 (4) ANCHORS 6" MAX. AT MTG. STILE ENDS HEAD/SILL q --�AT 4" O.C. CORNERS--- 1 \ I C I I n II II II II II ` w ~ ` 2 p aII--- D II II M 71 p m Ld m I 3 > I I I I 11_ 1 l I II II II - II II IF il B I 43 3/8" \ ` - / 43 3/8" D.L. OPG. 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. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED m Q 0:mw adz 3 U THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 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 MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 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). N 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE m 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 tUK A slit st tGI1-IG 1'KUJtUI. i.e. Urt sAhtlT UI' 1111s rKUUUGI, AUtUUAGT � OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR m w WATER INFILTRATION RESISTANCE ETC. 32 3/8" - 48 1 /8" a X' CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, D.L. OPG. D. L. OPG. io v AND TO BE REVIEWED BY BUILDING OFFICIAL. 37 3/16" MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. _VENT_ WIDTH _.,_.. - _ I-AREI_INC.TO COMPLY. WITK_SEC'TION. _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 #20359 `\11111111///// pj...�� No. 70592 R?AL Sealed: 1 /12/2018 V0 04 N I Z 00 0 M J � M N CD Q N Q a C0o"'. M p wN IL LLI IX 0 t o 8Nh �i aUjT4 v m M 1-10 IL 0 a � 0m 0o N Qw5it N LL Z0_ o 1 c� 302 Q W mF zg IJ L0 Z N v — ao 3 3 � � o 3 p � z 3 M J �o `d � IV of Of ONE m S �� M GO 0 N�_j�I M �0_j CV I � W _j m ao�W T r, N 0 0 a N 0 �o 0 N Q drawing no. W16-26 sheet 1 of 10 W � M 0 0 0 Z 'n 3 a r 6" MAX. HEAD/SILL CORNERS m 10 LO . . . Ill 7/8" j • • • • INWIDTH• • • • : • i • {4; PEICHOf;S • . AT MTG. STILE ENDS AT 4" O.C. I I I I /. • // D I I I e • • •/. • • •I- s 0 �i • 0• •• •/� • D II I I I I I I I II II II II � II I I 1 I I 11 — II �I I I I I II II II I " 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" TENT WIDTH VENT WIDTH 127 5/8" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED cn mof m Mz �o co U IUNTINS :E APPLIED) USED m ir W z m 0 U No. 70592 VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS I Al. TESTED UNITS FL #20359 !/// ®NI � .car .:.. .. ?'t-_rr, y. '";....cam:-:.. -: -.: .. _._. �•9.. �-- v,..:. Sealed:.1/12/2018 V" 04 c N I co Z ° 3 G X N Z z M Q W N a V 0 00\-0 U aW" v G Hh voW� 0IL0 .°i C �b� NO Q WjLL N W N . 0 902 a Q W O1 FW- - U � Z N v 0 0 O 3 p tf) Z Z M J 3 �Lj- 2 LLJ N 10 _N 2 C) -* aN0 °o_j o n Sz 0 OI N W � oa to 0 � � a o � drawing no. W16-26 Iheet 2 of 10 1/8" HEAT STREN'D. GLASS •• • i ••• i• a7311r HEAT STREN'D. GLASS .090" Interlayer : : : ; �; ; ; ; .090" Interlayer Trosifol PVB • • • • • • • • • • ••-Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS • • • • , 3/16" HEAT STREN'D. GLASS • • • • •• • • •• • • W SILICONE • • • • • • W • • • • SILICONE m DOW 795 m DOW 795 z 22 i! i, •• z .. .. 22 � 0 1 i • �•� • .�ao �• • • • • •1 �• • i !I ii • • • Nn • . • • it it i! 0 0 11i! 11 w 10 w 0 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES w 29 WIDER THAN 36" ONLY 29 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 PV8 By 'Kuraray America, Inc.' 1/8- HEAT STREN'D. GLASS � SILICONE m DOW 795 z N e g 22 j I LO / 0 0 W rALLA/4 POINTS SIZES GLASS TYPE 'Al' — 11/16" OVERALL INSUL. LAM. GLASS - 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS ui SILICONE m DOW 795 z N 22CO 0 0 'rA /4 POINTS SIZES GLASS TYPE 'B1' -- 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.' 3/16" HEAT STREN'D. GLASS SILICONE m DOW 795 z *00 22 Ln Mal w 10\" 1 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.' 3/16" HEAT STREN'D. GLASS F a. SILICONE m DOW 795 z • g 22co 10 AT 1/4 POINTS 29 ALL SIZES GLASS TYPE 'Cl' -- 7/8" OVERALL INSUL. LAM. GLASS — — �� .• CENSF �® . No.7m592 i�®• A OF �i�� •' . 1L0R110-.•• ®a FL #20359 Sealed: 1/12/2018 CD co N I �o Z M N O� M� z Uj N Q N a oo0 0 ad" M et0 U. 0 o Cy°� o p 0 00 O N Q W j LL Ip LL Z 0) = o M 2tmna w Q W 01� F- U U*i Z N N o � O � 3 p V) z 3 M J r X LLI N_ (D ONM* S G'tM ONO 00 1 N�LL.� p C9 0—is M NO LLI J b ado N a TN of e O ~ V w U U vv drawing no. W1.6-26_ sheet 3 of 10 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'A' & 'Al' B & Bl WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT -) 26-1/2" 37" 53-1 /8" 63" 74" 84" 96" 26" 80.0 80.0 80.0 •.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 26-1 /2" 37" 53-1 /8" 63" 74" 84" 96" 38-3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80. 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 80.0 80.0 26-1/2" 80.0 80.0 80.0 80.0 37" 53-1 /8" 63" 74" 84" 96" 50-5/8" -0 0 80.0 0.0 80.0 " 80.0 80.0 80.0 80.0i 80.0 80.0 80.0 80.0 - 80.0 80.0 80.0 80.0 " 80.0 80.0 80.0 80.0 - I - 80.0 80.0 26-1/2- 37" 53-1 /8" 63" 74" 84" 96" , 63" 0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0- 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0- 80.0 80.0 80.0 80.0 - - - - 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" - - - - - - - - 74" 84" 96" 63" - - - - - - - - - - - - �• . •' . . .. ' . . • • • • • ; ' • • 0 0 • • • • • $ (p ' " •• . . . . • DESIGN • . LOAD (XO CAPACITY OR OX SIZES) - PSF GLASE: 'C' & TYPES 'C1 • • . ' FRAME : WAS. GLASS 'A' & TYPES 'Al' GLASS 'B' & TYPES 'Bl' GLASS 'C' & TYPES 'ci' EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 900. 144,0 • • �4" • .' 36' • • 48" • 60" • o 72; .. i Q40 • • • • • 6• • . •. is • •' 24" .. ' • • • 80.0 80.0 80.0 90.0 140.0 90;0 • do 80.0 _80.0 80.0 80.0 80.0 90.0 140.0 90.0 t*0.0 80.0 $0.0 80.0 80.0 90.0 140.0 90.0 14 . 80.0 80.0 80.0 80.0 90.0 140.0 90.0 0.0 • 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0• 80.0 80.0 80.0 80.0 90.0 140.0 9 • 149.01 - - 80.0 80.0 90.0 140.0 0.0 140.0 24" 36" 48" 60" 72" 84" 96" 36" 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 80.0 1 80.0 80.0 80.0 90.0 140.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 1 .0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 40.0 - - 80.0 80.0 90.0 140.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 48" 80.0 80.0 80.0 80.0 90.0 140.0 0 .0 80.0 80.0 80.0 80.0 90.0 140.0 90. 140.0 80.0 80.0 80.0 80.0 90.0 140.0 0.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 138.7 80.0 80.0 80.0 80.0 90.0 140.0 90.0 121.4 - - 80.0 80.0 90.0 128.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 60" 80.0 80.0 80.0 80.0 90.0 140.0 90.0 80.0 80.0 80.0 80.0 90.0 140.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 80.0 80.0 80.0 80.0 90.0 140.0 0.0 126.5 80.0 80.0 80.0 80.0 90.0 136.5 90.0 111.5 80.0 80.0 80.0 80.0 90.0 117.0 90.0 97.5 - - - - 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 - - 90.0 140.0 v) vt i F U ut a 0 a a - - - - - - 90.0 140.0 96" 48" - - - - 90.0 140.0 90.0 140.0 72" 84" 96" 60" - - - - 90.0 140.0 90.0 132.7 - - - - 90.0 140.0 90.0 125.0 - - - - 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' & 'C1' 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 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 90.0 140.0 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 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' & 'BI' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 54" 63" 72" 81 " 90" 24" 1 80.0 80.0 90.0 14-0.0 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 1 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 90.0 140.0 80.0 80.0 90.0 14-0.0 80.0 80.0 90.0 140.0 54" 63" 72" 81 " 90" 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 90.0 117.0 - - 90.0 102.4 54" 63" 72" 81 " 72" 80.0 80.0 90.0 140.0 80.0 80.0 80.6 111.9 80.0 80.0 69.4 96.4 - - 61.9 1 85.9 �11 I I I OPERATING VENTS TO BE 1 /4 TO 1 /3 OF THE WINDOW WIDTH 'XO OR OX' cv a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 ``111►it)1��T No. 70592 F Sealed: 1/12/2018 V" N N I co Z 0 H C Q min Z N Q 2 . N a. a �w 0 i6 00�0 U dot U. O r'n m ci 0 W'i Q'O>M o GIr d 0 Q e0i ONN0 O N Q W 0 LL 1 Z0_ o r 9002 M Q W m hW- Z 00 J tb v V) o o 0 It 3 p L0 Z Z 0 J 3 0LLI °� 4 ni m r co cr- 0 V) 2 0fl) OD d-M aN0 0 o n V) 3 � It Q g Z '- 0 0 c) M to ro OF i a � o I a V N - U drawing no. W16-26 sheet 4 of 101 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' & 161' GLASS TYPES 'C' & 'Cl, WIDTH I 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 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 80.0 - - �tESPN 1ROAR CAAAGLTY - PSF OX -91EES • iVLASS:TY*§ FRAME DIMS'B' JE & 'B1'C'&`C1' GLASS TYPES WIDTH HEIGHXT.(+) INT.(-) EXT.(+) INT.(-) • =2' • 44" • • 96 � • 108" L • • • 14•'• • • • 00.0 i 80.p• 90.0 140.0 60.0 080.0 90.0 140.0 • 80.0 ' • to.0' 90.0 140.0 80.0 80.0 90.0 140.0 SOq 80A 90.0 140.0 72i i t14" • 96" 108" 120" i i i i • • • • 36" •80.0 80 0 90.0 140.0 i8*1 • JpU 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 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" , 60" 12 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 1 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - (1/3W) (1/3W) LAL-11 (1/3W) 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' & 'Cl' 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" 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 - - 74" 106-1/4" 111" 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" 111" 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' & 'B1' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108" 120" 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 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 1 - - 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 80.0 - - L==11 JN OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' FL #20359 `�11111111///// No. 70592 ®• ORID Sealed: 1 /12/2018 V" 04 �1 N I to Z CON M J 0Z M� Q W tV $ N m tl C, ip Op` O U a 9w N It ~0 !_ U. O v G ui ei M o paco.°i N00 to aWM � Z - 0 °a o M .I , L ZMQ w Q W m 1- U � Z_ n v m 3 3 � 3 p � Z o LLJ V) oNM00 1* = oo't M C 00 0l N3� a gz to p u' O J M M C2 N �LLI J m OD :2 F �o Do 0 o � ~ U JL S a V U drawing no. W16-26_ -_ i •7YQI:AL! )ACWCgS • • • • • W 9£E•ELEY. • • :'.': • Y FOR; SPArINC: m EDGE' DIST. • •' ' ' • • • • • o 3 p i4 • • • • • • • EDGE EDGE DIST. O 17 • • • • • • = t O A TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: r--------------- r----- -------------�1 METAL I F.B.C. APPROVED I STRUCTURE j I MULLION & MULLION ANCHORS I I SEE SEPARATE APPROVAL EDGE DIST. I I -------- TYPICAL ANCHORS SEE ELEV. FOR SPACING W1 = 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: ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. W1 WI :4 -4 DIST: Y N v N. N TYPICAL ANCHORS v . SEE ELEV. FOR -SPACING — EDGE DIST. v' '.�1BY v. v e WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING — — -- TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS. = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMB& SG = 0.55 MIN. - CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ��``, �® A�,''' 'i No. 70592 's F FL # 2035 9 Sealed: 1 /12/2018 V" y. to 04 N I' co Z Z M N Q Q N CL 00 0 CL aWIN �o� U. 0 �i 'y 030W� ao?!Mo 0Ho 0 yyp �W 7 N U.Zy-o _ ro J 00Q .i Q W 01 IW- U 00 Z J 00 3 3 � 3 p z Z M adL 8 w� Nim F- (O a 2 0 t M cm, 0 J n (N3L` v a gz 0 o p J M M W S co :2 �o alo M a, o c" v o v u drawing no. W-1-6-26 sheet 6 of 10 . .... . . .... VENT• WIDTH • • • • • • • • • • 1 /4" MAX. 1/4" MAX. O 5 25 • • •.. • • • • •IM O SHIMS SHIM LJ 8 • • • • 7 4 TYPICAL ANCHORS D� • • • • • • • OPTIONAL TO SEE ELEV. • • • • • • • • • i • • • 24 SPRING LATCH • • • • . FOR SPACING v o 24A 1 1/2" —_ __—_= �.1/4" • • I • o m 0 EY 19 19 _.._.._.._.._.. _ ._.._.._.._.. v g------------- ------- Ld 4 D.L. OPG. EXTERIOR 1BY ° WOOD BUCKS WINDOW WIDTH TYPICAL ANCHORS XO LAYOUT SEE ELEV. OX OPPOSITE FOR SPACING STF - 1-1. FOR SPACING VENT WIDTH YPICAL ANCHORS ;EE ELEV. 'OR SPACING V" y. 1 N I Z z H N Q IL a� zN O O 0 6 O a " got O tonne vpui� 0�o2:cn 0 O d a a 'm 0 NyFr ; Q W 7U. iF Zo-0 — 02 M Q W � F 00 Z N 0 3 0 Z Z M J 3 _J 0 8, W f_V 0_ C) U) M 2 �� M 00 oD o n Q N3 LL. < Z � � p O J M �r-W moo m in V%CENSF'•. ® g o .70592 L!Lju i drawing no. FL #20359 ®®1.1111 %\\ � sheet 7 of 10 Sealed: 1 /12/2018 _ A. ' . . ... . • • ... EDGE DIST. • • • • • • • • . • • ••• • • • • ••• N' ° r p • EDGE DIST. • 1 go To coo ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL F.B.C. APPROVED STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL UEDGE DIST. ri TYPICAL ANCHORS " TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. r FOR SPACING a Q e a1 1/4" . O r w C9 a o _. W D - Q ALT. V� Ni i c0 OD Z F M ti J Z N Q 42 a w o aUJN 0 '0 m V C ni .i p� o '- M o 0 IL a H O(Ay0 O N itW 5LL LL.N -o co J ZZ M Q W Q W 0 H U � Z 00 J o O v 3 p i Z M Z � v 0 ad t J- — W it 0 N OD OD 2 0 00 I O Q N .. gz�� M(' O J M N 0La1 moo i Ld ,.•� ® A.. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER �` ��'••' �,�CENSF ••. ®'�� 0 " a NO.70592 O • U ��®• s T • • drawing no. �'�,��®•• • rhos®�� W 16-26 FL #20359 -,, ®SAL �`�� sheet $ o Sealed: 1 /12/2018 2.848 7 2.313 Ll 1.502 3.188 62 .0 rTYP. 1.1891.439 O, FRAME HEAD 3.949 3.074 2.910 1.189�{ n .062 T .078 YP. 2.848 FRAME SILL .062 - i .528 .250 I-� 1.345 --�1 2. SILL TRACK FRAME JAMB 2.538 14 1 • ' • 1.496 • • . • . : '.' '.' • Ot32 • . : �9 VENT010 1.189 O8 JAMB STILE F_ 2.406 - F 1.189 (7) VENT INTERLOCK 76 1.403 2.844 70� .660 I 500 1.409 188 F� ,.189 _n �fO62 YP. 8 13 ADD -ON SILL RISER .094 -J 1.969 O FIXED MTG. RAIL 1.421 SPRING LOADED LATCH ITEM PART If 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 - 108 j 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 1 #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 PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 - AS REQD. SILL INSERT, 2" LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REQD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A - �-F_ 2.786-7 _ - - -I I�-.125 .500 C=�=q.I 672 1.000 T- .062 FLUSH FRAME ADAPTER I 28 SILL INSERT �{ .583 .458 j-.134 78� 1 .050 .865 .78.050 .865 .78�-L.050 .865 I� 1.096 1.096 1.096 - GLAZING BEADS FL #20359 ``\%IIIIIIII/7' GE►ds No. 70W2 S P Sealed: 1 /12/2018 V C-9 CA N I co Z 3 Z M Nz Q Q ;i N o. a u> o 00,�0 U d j N �0t U. O huh O'woFM 8 O a0o A 0moO N Q WSW LL. ZN - o ZlO+IQ w Q W (1)F U 00 00 Z N J - UO v cn 0 � O � O � z 3 M J Ad W N_ 0' ON- m iO M 0No 0 00 0I N�LJ,_ a z 1 Lo O C9 0 J v M W J � 2002WI ii c 0 �o •�o 0 0 0 g m a drawing no. W-16-26 sheet 9 of 1.0 •' C• •u •►► i . • . . . . . . . . • • •• • • • • • • •. • • . •• ••. •. I M �� m :• t • Kole] i► 17 /Ax 17 ``111111111/�� ® AH, 114 ft o. 70592 1 e •. � S T RID FIXED MTG, RAIL CORNER FL #20359 '�•isYONAL Sealed: 1 /12/2018 V� to N I co i U 'n 00 Z N J 00 3 3 � � o 3 � p N z Z 3 ., J 0 A tL of N N_ cr 0 2 Q 00 aN10 J J 0 cQn v Q J Z } N O OO J M 04 Q' W J OD m drawing no. w16-26 sheet 10 of 10 DESIGN LOAD CAPACIjY •-:PSg • • • AVERAGE PANEL WIDTH INCHES OOR DOORFRAME HEIGHT INCHES GLASS TYPE 'A', 'A1' • �Ss ."ES B', 'B1' EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 60.0 40 • • G .0• • 80.0 60.0 ID.d :60.0 rof 60.0 80.0 60.e 86.0 60.0 80.0 60.0 80.0 53.3 71.3•0 : .3 • w7A0 • 30 36 42 48 54 84 60.0 80.0 • :'44 Ut • 60.0 80.8 • • 60.0 . �0� 60.0 80.0 60.0 80 60.0 80.0 60.0 0.0 53.3 71.1 53.3 71.1 30 36 42 48 54 9D 60.0 80.0 .0 80.0 60.0 80.0 60.0 80.0 60.0 86767 60.0 80.0 60.0 80.0 1 60.0 80.0 53.3 71.1 - - 30 36 42 48 54 96 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 - - 30 36 42 48 98 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 30 36 42 48 102 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 30 36 42 48 108 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - SERIES-700-3 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/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 2014/2017 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. 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By Kuraray America, Inc.' r-3/16" HEAT STREN'D GLASS SILICONE 00, DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREWD GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' r-3/16" HEAT STREN'D GLASS LLI �� z m (n / I: \ " a c� 28 n SILICONE til DOW 899 i o \ / W 29 / GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS �3/16" TEMP. GLASS �-- 3/8" AIR SPACE 3/16" HEAT STREWD GLASS .090" Interlayer SentryGlas By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS LSILICONE DOW 899 \ ` I� 29 11 / "`ECAR DGEI SPAXL CER ST. STEEL GLASS TYPE 'Al' 1" OVERALL INSUL LAM. GLASS 3/16" TEMP. GLASS V-3/8" AIR SPACE 3/16" HEAT STREWD GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' r-3/16" HEAT STREN'D GLASS �q� 23 Ij / j II II 28 IiI SILICONE ��- ! ! : i ! i DOW 899 o \ / Ix /CARDINAL XL ` 29 EDGE SPACER ST. STEEL GLASS TYPE 'BI' 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING -COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ftoavc rREVISM as ,"*Is the nm*& �w 17- ram rri a44- (] o rs W N co I r O F C4 3 Z M N z Q co a IL a 0 ON4� OV WCL OH L16 . ov^ W vo� OrOZ� Oa0Qrl 0 C3 b Q Wul 7 F L6 - o M_ J 0 (D J Q w 2) 16 s o J i' 0o J OD gcN CD C M 0 W z o N w � g two rn rn O o r'') L M o o 00 I Z ao to N 4 N W 00 7' Cn 0 U C o� rc �W U d � ry s 3 & 4 TRACKS S.G.D. WITH ALUM REINF. OPERABLE AND POCKET N a •� o ``1111111I1��' c < •• VICENSF '•;® �� sI o i N I 2 to n �. T TEOF ;117-62 wing no. ,�,� •'�ortt�p. .�,� .1.00 ` sheet 1 of 13 rn mw z �o v vi !� 00 O 0 ro rn W to m mz <a o U POCKET JAMB ANCHORS • • 000 • • • ' 4 TRACK FRAME HEAD • • • • • • •• • • $�°' _ 5" MAX. ' • 12" MA. • a ; ; a---, HEAD HEAD 1 ' • • • A CORNERS [ '.• '. 3 TRACK ••'.r • :• •. • ••• FRAME HEAD • ' • • • • • • ' • • • • • • • : 282 1 /8" DOOR FRAME WIDTH C) C C _ [p _ 6 w Co o w a, = rn a o 0 ZJ Q� Q O 0 a io 0 !'1K1Dt C f R�"'i1 n 1$ CIiiY w" at M co 0 6s�lrfir� ate iy4.. Ltti B . 1 42 1/16" 42 1/16" D.L. OPG. D.L. OPG. 10 49 3/16" 49 5/16" PANEL WIDTH PANEL WIDTH n d 5" MAX. 12" MAX. SILL CORNERS SILL DAYLITE OPENINGS WIDTHS: FIXED STILE —INTERLOCK = PANEL WIDTH — 7.125" INTERLOCK —ASTRAGAL = PANEL WIDTH — 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT — 6.50" PANFI HFICHT = r)OOR FRAME HFICHT - 1 -5695" 1 I 1 3 TRACK FRAME JAMB 3 TRACK FRAME SILL 4 TRACK FRAME SILL io V 0 N co Z M� GZ 1 n F W Q 0 0 ` o 0 O W U Wµ� Qt IL U. twh v Q=0�� o aca �°, po g FN�. • U)N n0 0 Z In 5 3/8" Q uZi T1'P. • � m J N � J oGo N r^ co � N W C LLJ co co m Wizz v1 c0 �M m it C O o r) Ln g Z L—LJ - -� W IJ� w a w v O �� U u' Lw w 00 w 4 TRACK FRAME JAMB (1(T T I c 0 1 TYPICAL ELEVATION `�� ``tttt""�p�Q�,�� lJl=1`I 1 1 1 1 XXXXXX �A � i h �s (3 OR 4 TRACKS) `� ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 211.6 SO. FT. FOR GLASS TYPES 'A' do *Al' THE TESTED FRAME AREA OF 196 SO. FT. FOR GLASS TYPES 'B' & '81' r � I o a � TA OF •�%/� drawing no. .. � sheet 9-of -3- 5 U a 4 c c c \JDOOR FRAME WIDTH � E D C D -� o- o- On Lj LA Li r- I XXXXXX (SHOWN) oxxxxx oxxxxo APPROVED CONFIGURATIONS NON —POCKETED DOORS THREE (3) TRACKS DOOR FRAME WIDTH (A) D D h H ltll PXXX (SHOWN) XXXP PXX—XXP (SHOWN) I I I � CL od1 zN Fa i za I �_ U~ I O'0 1 ao I �f- lot, ---� I n.0 I L---- O O to I tKIUK DOOR FRAME WIDTH (SEE Dp TABLE) ►wi DOOR FRAME WIDTH (SEE Dp TABLE) SEE MAX. AREA LIMITATION IN SHEET 2 O 0 w r Z rF7][M OL j 01ANIr W m � Q ! �p IL QIL N 0 qO�o ju ClU tL O yy W W aI'nti 0an O'worM 8 EXTERIOR O d O 4 A Oa� Q Z � N W: W O N - O Z J ZMg yjy� NOTE:04 — 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. -Z�, V o 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. o LO J 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. 00 00 5 V 0 W o V)Li w � cr v=1i co J _ rn M O p M uNi !!'itOpflCfiB$Yl�f! M o am _Z 3 L omo W O CV J v �J.7 `� U ,ww W co m H nm-FM vJ Ah xCEN OCY fa a.7 o I ~ a v` u S TE OF �{/�!� drawing no. 'el N/��t�� sheet_3-of_17l i 4 d 4 a c c c XXXXXX (SHOWN) oxxxxx Oxxxxo APPROVED CONFIGURATIONS NON —POCKETED DOSS FOUR (4) TRACKS . . ... . . . ... . . . : . . . . . . . . ... . . . . .. . . . . . .. . . .. . . . . . . . . . . . . .. .. . .. . .. • •• ••• • ••• • .... . .. ... .. . ......... . DOOR FRAME WIDTH (SEE Dp TABLE) ;EE_ MAX. AREA LIMITATION IN SHEET NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. ft*8IIC P REvWm "PlYkt wK the FlerW, b"usewe Am*uce N6, 1 D%/2. d/ �P� pwte� O N cp I n Z M 3 N d� � N I tD �+ pp�0 O 0 ,,, N M U O'er M o 0 aco .°+ O C Ix N y O N r a 1ZN -o it Z J N o rn J o J 0 W z V) w '� ccn En j cco 3 s1"; 0 —on in ,., 0 ao I CD Z 3� go 0 CN uj N W a`nuj o • ` O I OF drawing no. °P•''�®�� Wl-7-62 sheet 4 of.1.3 MAUP wlnru PXX XX (SHOWN) XXXXP nnnf2 FRAMF WIDTH A D D F a• c- c- -0 -0 a B PXXX—XXXP (SHOWN) �;Lolom2ll2lbjmmm a00- • LA I LRIVR DOOR FRAME WIDTH (SEE Dp TABLE) SEE MAX. AREA LIMITATION IN SHEET 2 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. 0 - �a 1 �1 - za 1 I YNI 1 m0DUC f REYtS&0 ON I m "PlYfiv with the fw ads Aaempaancerio 1 o Z •b/ .`•yAss� Due Pt>hd:�et Cort44 10 dEN•.® �� o U IAA N I n Z M n j Q Z M z z N a Q N d O W N�ll� O Ora�0 o O a. 0 � a O oba O QWD�� Zu _ aJ 00< J Q w00i� N v ` ; O V n o to 601 II N M � M " NLu L z vJi (n U) co 3 -c rn O o to N 00 1 a Z 3� ro W J C) Low J N W oa m W • •• ST...OF .• �y; drawing no. Az W17-62 NAB sheet 5 of 13 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE t:;l 6Y;EQO•1flN15gW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM : : ': ; AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 •' "' • ••• • • • •• ••• •• TYPICAL ANCHORS: SEE ELEV. FOR SPACING (SEE•PO HODK;A0C0QRS•Ir SHEET 9) • • • • — - AT HEAD - — — .�- .— , �. ... .. 1/4" DIA, ULTRACON BY 10 CO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4- MIN. EMBED INTO CONCRETE 1 /4" DIA. U TRACON BY _'ELCO' (Fu=177 KSI, Fy=155 KSI DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED ]/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 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 - � /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE L1-3/4 MIN. EMBED . — - — - — - — — - — — - — - — — r— • — — AT JAMBS-- — - ____ — . — . — 'ELCO . 1 /4" DIA. ULTRACON BY (Fu=177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS l 1f4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1 /4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 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) ANCHOR EDGE DISTANCES INTO CONCRETE = 1 " MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. QB11C P [teyism W" the r••wvote -O%70.4I ` Caotea _. _. r" . .. _ _-. < y-3�•-±Y �.t •... is o N 1D I r z� I-Z W Q N a. O p ` o O O W N U j N� p ui .i tq IL0Q O -a b to 0 N Q W ; a i�zV) .m Q Lu o J o J n o g N W z (f) w S } W Qf W(o � N rn M+i5 Q OD t'� I g Z �L-Li 100 (10 I Z� o p00 W U W) w W a, . ` i N i I 2 c J Fa 2 1 O 0 -1 U ® OF drawing no. NAL Jam?:�..� • _ _ - .� � �..-� .r. � .. _ .,..sue TYPICAL ANCHORS SEE ELEVS. FOR SPACING tE 0 w x w . . ... . . . .... . . . . . . . . . . 1BY 06 28r.WOAD @bOK (SEE 140TE 9HEfT• 1 ); : • • • • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING w LOAD BEARING SHIMS 21 OR POURED & HARDENED =,--HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC P3 Vc = 5000 PSI MIN. �W1, W2 EDGE 3-1/8" DIST. STAGGERED TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURES 1 /8" THK. (SEE SHEET 6) TYPICAL ANCHORS SEE ELEVS. FOR SPACING WEEPHOLES: W1 = 1-1 /2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1 " X 3/8" X 1 /4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16- HIGH I rMiAMI-DADE COUNTY APPR'D MULLION j I I SEE SEPARATE NOA I 1 (SEE SHEET 6) I X w TYPICAL ANCHORS SEE ELEVS. FOR SPACING moo iC E' REVNM as complying weep tpe Fterift -o tZ-o/ Jpwd�` �ewrd Af '.��® A OF o U W N t0 1 r -� ao O M °' �W na. zd I � a M d0�.o U a�" �aW LL I0 VoW� O� o '- M G paca,I � WNW QW7aa Ja( J Q W M .J. N dr Qf g J w C.D I j M o N W g U) 0 1--tD a 00,0 rn 000 I a _Z li CO r 3 ZW o w 0 C4-� 0: o0 N uj W coo M UJ IN n N O' o M • a'' v v a v u drawing no. W17-62 sheet 7_of 13 TYPICAL ANCHORS SEE ELEV. FOR SPACING f 1 /4• MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING Ee . . ... . . . ... EL WIDTH • • • • • • • • • • D.L.O. P3 17 • 1BY WOOD BUCK (SEE NOTE SHEET 1) OD i M EXT. 1 /4" MAX. SHIM tom- Y EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING I 1/4" MAX. I SHIMS EXT. E WIDTH TYPICAL ANCHORS f 01UfJC rR,Rvr.ft wftb tie pk,,,k '4�ptYceNo-O71Z•G/ Z Z M N Qui N Opp 0Wc m0H U. 0 V ppui� 0'0>—M 0 0 acc 0 � a QM00 m N JZM Q W 0 _.l 0 J o J 0 W Z f- N >- � ( N F- too M a O o M Q CO O Z 3� 3" 26 , w ONJ 00 In W 000 � N ------------- EXT. w 7 DOOR FRAME WIDTH 1 /4" MAX. SHIM " ATE OF ' 5�� drawing no. 3-TRACKS SHOWN %�.!�<o�+o�:.•�; W-17-62 (SEE SHEET 10 FOR 4-TRACKS ANCHORS) _., ,. - . - - --- --..- - . - �®;�AL1�� sheet $ of i7. _�. _ - - — Y 0 a • • ••• • • • •.. • • • • • • • • • • • • . . . . .. *as •• . • . . . . . . . • . . . . .. . . . . . . . .. ... . ... .. • ••. • • • . .. • .. .. . ....... POCKET CAVITY NOT BY 'ECO WDW.' NOT PART OF THIS NOA TO BE REVIEWED BY AHJ ♦ /A� \IAV FlIJUALI LD JAMS ur i lulN HOOK STRIP ANCHORS 4' FROM ENDS ID 14" O.C. HOOK STRIP ANCHORS: (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1 BY BUCKS INTO CONC. OR FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS DIRECTLY INTO CONC. OR FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS HOOK STRIP ANCHORS 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) AT 9' FROM ENDS INTO METAL STRUCTURES AND 14" O.C. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 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) ANCHOR EDGE DISTANCES INTO CONCRETE OR BLOCKS = 1-1/4" MIN. (A) = 1-5/8" MIN. (8) INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT JAMBS SG = 0.55 MIN. CONCRETE AT JAMBS f c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. �r�.ttec >F7erfAu J �A�u t �-a !2•Dl rodwt CeM 4 VO 04 I r Z O 10 Z q Q W I N Q IL ` a � 90 U 0 Lu li• G C°>m M OaooB U0 � Q rL a l.z�=�°, Q W Off F A- J N �. V o J o J Ln 00 Ld z w V N(o J W M m a 0 a cn4 M p0 s Z 3� m 3Z�o w Q NJ � U ,� �w v' W ao m IL,-j U 8 it W a n N + C7 i to c a � v a o u drawing no. W1-7-62 sheet 9 of 1,3 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) :EDGE DIS'f. .3'.1/8" e - .. .. . . . .. .. . • • •.a • • • • ••• Iul 2E • • � :u u. ••� . • . • . :... . •. a. .. .• S 'DOE J�I'f. 3i •:. • L'••.c • • . • . • , • • 1. STAG . fir •Oo • • • jC • • �• • • • • U N TYPICAL ANCHORS \ SEE ELEVS. TYPICAL ANCHORS 1A FOR SPACING SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING O M 2BY P OR OD BUCK WOO STRUCTURE SEE OTE SHEET 1 1/4" MAX. SHIM \ • : A. •• •e • : • : •.:: •:. •.a �. ::M .. CONCRETE EDGE D{ST.�'•. ' • 3-1/8"• � • • i '� 3 KSI MIN. STAGGERED �'-t-��3..*:..:_w�.,e'..'.-'.'e`�1a.__—.a.:k...w,.._�.�:.�'�csc;�::n� : n.'«:'....<-�..�u�r`_' aw, :l•�..ti_�. _ _ — w Z METAL STRUCTURES 1 /8" THK. (SEE SHEET 6) DIST. 3-1 /8" X — U lJ En \ CO TYPICAL ANCHORS SEE ELEVS. FOR SPACING r _-- =__ ____________ ____ ______ _-� 11 MIAMI-DADE COUNTY APPR'D MULLION III SEE SEPARATE NOA j (SEE SHEET 6) I I {---------- I ------- I ------ I -----J I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING 1-/4"-. MAX. �{ 1 /4 MAX. r 1 /4" MAX. \\ . -1I SKIMS ` J SHIMS 'WE, SHIMS a I � \ W W `• co c N i s W • W \_ W I Q M � M r U1 • . N N ~ + w • W : W •: W EXT. EXT. 1BY WOOD BUCK (SEE NOTE SHEET 1) PROOK V 1EVISM ° � row i C 17-0-71?.a 1 E f am nn `� 4 TRACK FRAMES ANCHOR LOCATIONS EXT. W c \ W i a M F o w N ID I r 0 Z rA FLIJ �m a a a IL a � OWN`" U 0UO� 0 pp ui a CFO>maa9 0 0 � 0yN0O N �1.Zy_ o Q w�f' A J NO W oCID J o m `tea W z CC p i5r) 04 r� p CD I O Z 3 L` 1 W UNJ� o: U �W W N W Wm r EXT. LENS •.® �i I •� N Q 0. T 592 mo n a U(ip�i �T i •., TE OF •Rfj� drawing no W17-6� AL sheet 10 of 1. ITEM # PART # QUANTITY DESCRIPTION " • • • MATERIAL MANF./SUPPLIER/REMARKS 1A E723 1 FRAME HEAD (3 TRACK) •• • ' " 06005—T5 — 1B E720 1 FRAME HEAD (4 TRACK) 6005—T5 2A E724 1 FRAME SILL (3. Ctl(r . „ • • lS005—T5 2B E721 1 FRAME SILL (4•Ti34CK} • • • • • • %05—T5 3A E725 2 FRAME JAMB (3 -Melt) • • • • • : • * 6663—T6 — 3B E722 2 FRAME JAMB (4 TRACK) 6063—T6 — 4 E704 2/ PANEL PANEL TOP AND BUTTOW GYUL • .. .•. •6063—T6 — 5 E705 AS RQD. PANEL LOCK STILE • • • • • • • 6063—T6 — 6 E706 AS READ. PANEL OUTER INT96" ; '�' • • • • 6063—T6 — 7 E707 AS READ. PANEL INNER INTERLOCK 6063—T6 — 8 E708 AS READ. PANEL MALE ASTRAGAL 6063—T6 — 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063—T6 — 10 E710 AS READ. GLAZING BEAD 7/16" LAMINATED GLASS 6063—T6 11 E711 AS READ. GLAZING BEAD 1" INSULATED GLASS 6063—T6 — 14 E714 AS READ. 2-3/4" SILL RISER 6063—T6 — 15 E715 AS READ. FIXED PANEL CUP (CONTINUOUS) 6063—T6 — 16 E729 AS READ. HOOK STRIP 6063—T6 — 17 E717 AS READ. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063—T6 — 18 11110 X 3/4" HWH SMS AS READ. FRAME ASSY. SCREWS ST. STEEL — 18A #10 X 1" FH SMS AS READ. PANEL ASSY. SCREWS ST. STEEL — 19 #8 X 1/2" PH SMS 2/CUP FIXED PANEL CUP SCREWS ST. STEEL AT 3' FROM ENDS do 16" O.C. 20 #10 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS — NOT SHOWN 21 WEATHERSTRIP AS READ. FRAME AND PANEL WEATHERSTRIP — FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65*5 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING — INTERLOCK (1/2" MTG. SPACER REQD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN — 26 #8 X 1/2" PH SMS 2/CLIP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 — AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY — RY INTERLOCK 28 — AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 —1 AS REQD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. p"DUC P �>Iri1>y tke b�eei� �t�>�6ieae -� 12.Oj A �� '•'` 1cENs� 7 OF o AL (� O \/ w I 04 n Z p 3 C F- m Z Q M N Q2 N I a_ 00`�� R 0 o cq a Of Ld 0; 0 1: 0 UR m v0 0 L0 G ObE mz N ZN 0 Q W RE F J N �. o rn J40 p ago m W M Z �Lj u- in of V� J a O (5 o Z L` Go 1 3z�o cn w O (V 4J U ,w In W o0 m rl drawing no. W17-62 sheet 11 of 13) l 1.129 1.139 O 6. FRAME HEAD (3 TRACK) FRAME SILL (3 TRACK) 18 18 18 O FRAME JAMB (3 TRACK) . . ... . . . ... .. .. . . . .. .. ' ••a Q ee- 8.716 0. 1.312 g • � ' • • • • • i.079 1.998 1.998 1.998 • ••• • • • • •• • 1� ' ; •�• fj�1ME HEAD (4 TRACK) 1.022 1 1.139 L .078 9.006 FRAME SILL (4 TRACK) .130I r .045 :j- r-.062 1.998 1.252 I -- 10 GLAZING BEAD 1.998 1 * INSUL LAM. GLASS .692 a.a66 �1 1.998 .937 .050 062 1.021 0 >� .062 1.252 1.i98 11 7/tLAZILAM. G LASS 3.562 1 I .078 J 1.312 1.823 1.998 .094 2.625 O PANEL LOCK STILE :1-17022 1.471-{ 1 .061 -1 11.647 2. O PANEL INNER INTERLOCK. 2.313 Ir 1F .078 3.250I 1 I-- 1.823 -8I O PANEL TOP & BOTTOM RAIL .915 .357 .149 I ,p6�� 1.540 �i 15 FIX. PANEL CLIP O PANEL OUTER INTERLOCK 2.248 I�.125 1.493 .078 .125 17 INTERLOCK STIFFENER 1.823 1.647 U0 w N �D I r Z n j °z N Z W Q Q 2 NIL ja o 0:00`a U J N o1 O tah v p ui A Q IS? - A a O aa 0 o � � ib Z D N Q W � I, �^q IL z � M X J8m_ WJ Q W 01 J N .� U o cm LO g J Ln ou Li � W � (n(a 3 cM a O o r) n to p 00 o Z �� co I 3 2 > -Lc) N W o 0 d Q v N W co: 3B FRAME JAMB (4 TRACK) .140-1 2.000 -111111 c 2.428 L�&� .210-1 O PANEL FEMALE ASTRAGAL O$ PANEL MALE ASTRAGAL .0 o .632 111fi111/�� .068 3.172 2.687 �� ••• Eli i PROMX F RE'IrIBa'W _J N a 1.047 as amboyin with dw floda No 2 16 HOOK STRIP �Accc N E 7-d71Z Df o Eapirstipat , �: _ W `� c u 9 t4 2-3/4" SILL RISER oR19� •�i/` drawing no. rid•• ° W17-62 +ct awtat ..AL . (sheet 12 of 1 v•.::-!<:..ec•arr.;,:s::.�.:;o-._.a.•.•��+r-.-.-.x•.ar.^r_x_v.+r.+�s�:er �w+.o.>a:..r:�_rm:�.r.:i.�...r�..t...:?... n-:r.=.•ir_`:sc::.r�YC sx:::+c+:�:'s":�....::.c`_:.•-ate '��..:'-:._.: - - .'a14 li. _ - - :t • • ••• • • • ••• 18 i .7.TRA K FRAMES AOTTOM CORNER is s. •I�d�I:7`►1�:3 o w N c0 I n -. 18 O cc M r HZ •'? a w IL a C:OO".o 0 �. � N LLI 0 ui ei CfOZ� o p L04 f✓7 Nap zpy C, Q W 01 H i y r� J LO o J 000 ao V) � o � W M c, Nz LJ U)_� MOOD 1) Q N D Z PANEL TOP/BOTTOM CORNER w U LOW W 00 M ►W- 18 w REVUM / b+niiie +vffi fie 6Yaeily o ACCVUAM No l oZr2• v Xexwn JAW WI ZiG V al y / L 00 `�tt111r11flf�� Ul�l`I I I I ZA �� `• GEPI ® i • Tc�C � o e�Vo a; �t • ere v u f drawing no. Rl 4 TRACK FRAMES BOTTOM CORNER ®•f�t�L �� (sheet 13of13 . . . • • • . . • . • • 000 • • • • 000 • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • . .. .•. . ... . •• • • • •• ••• •• •• • • • • • ••• •• SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 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. 1/8" HEAT STREN'D. GLASS .090" Interloyer ifol PVB Tj1/8" uraray America, Inc.' HEAT STREN'D. GLASS a a SILICONE _z m DOWSIL 899 Z V 10 26 lE°l rn 3/16" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraroy Americo, Inc. 3/16" HEAT STREN'D. GLASS W \ / uj W \ / GLASS TYPE 'G1' SILICONE DOWSIL 899 GLASS TYPE 'G2' 1/8" TEMP. GLASS \ �5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREWD. GLASS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SILICONE DOWSIL 899 SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS CARDINAL XL EDGE SPACER ST. STEEL 35 � SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 9it00vc f e2iiVFSA0 ss C—Oyl� Witb the F i& iswding CWv Aea�e�tsace:Yo � .-n3tg./3 xlpirst�w Elute t 2ni'`j ma's �.-�., ! • � � 4 U L LJI Co 0 N 0 m 3 ® Z toM W J N Q I gr 2 N a 0 O m O W� 04 ®Wr' o=M o .°fo woo (0 tY Z J tV WVOIu- o Z M a W W0� r N U o .� J I 0o J Co CIO M,^ W A z w W }W z (n N c0 H y r7 N o Q o u� M b 00 J Z 00 03 o 3:Zr o C> w N J LLj U jn � w W Lj 00 : N 6 N O 0 N N O O N 0 0 0 (/1 �ri ro of .- - o 0 0 .- N� M r d m O U t N V U drawing no. W12-08 sheet 1 of .. .. . . . .. .. . . . . . . . . . . . 39 3/4" MAX.; FRAME WIDTH .... . . . . .. . . .. .. .. . . . . MiV�. .. . • • . 000 •HEAD 5" MAX. A SILL HEAD/SILL CORNERS •. . • • • • • • •• • • • • ••• •• • • 000 • • • SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED ACTIVE 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH M LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION N m acr 0 0 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRIkME LEAF FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT 39-3/4" 37" 98" 70.0 75.0 a a 76" MAX. � 0 03 II / i E / II II ------ LOCK OPTIONS #1 OR #2 \ (OPTION 2 SHOW SEE SHEET 7.1 FOR DESCRIPTION w 00 a a rn w m o L -----LL---- II \ II II �/ g I. INACTIVE ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 2 C7 w x w f � Q COU- n (0 w cn I I N 26 15/16" 26 15/16" bi ¢ a 'O 00 D.L. OPG. D.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT 76" 37" 98" 70.0 75.0 GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 5" MAX. HEAD/SILL CORNERS 00 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 37 3/16" MAX. FRAME WIDTH 12" MAX. SILL II II II II II II II II II -----It----- DIY m / s II II II II II II II 11 II II \G / X m 32 3/4" D.L. OPG. fO 00 (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY "sDel£ i s'imSEx'F fie comWilyieg "n She klo i4k wing ewJ0 19eai1+rP4"l c"0v# _0 ...... . '',b@CEFNS�c' ko: 70592 I •. i ST*TE 0 j , w co 0 I N 00' CID ® W I ®®O` O ua UNti W TA (7o,m O ® It e ®,nLo0 O to N W3U uj �ZtA -O M ®�® Z M Q W W W F- r. N J 0) I O) 000 0 a WLLJ F- x w V) Gi w 3 � 3 _cro �- .�ro N =o O to o a0 J 1 Z 00 coo o ZrLLJ o cD J W o O �� w w W 00:2 � cn (sheet 2 of 9 11 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 1 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 SINGLE SIDELITE WIDTH • •DE1IGN1-4.0AB C*JACI1Y - PSF • SIDE;TE644SIGVE OR:)OLIOIJ LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME. WIQTiC INCNE9 SIDELITE . FRAME %CGHfi INCHES WITHOUT • • RE1NrORCIM • • • • • WITH • REINFORCING XT. )• INT.`--) EXT.(+) INT.(-) 30 36 • 37 42 • 12 i •• • •• • • • see24 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 JOT)• 07S.0 • • 70.0 75.0 Ob. � � *75.0 70.0 75.0 • 61..' • •.666.1 • 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 1 1 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 1 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REQD. SEE CHART 39-3/4" MAX. (SINGLE) SIDELITE WIDTH 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.LO. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 5" MAX. HEAD/SILL CORNERS 2 w � O 'co 07 J rn o 0 w U) w SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS 11 CLUSTER OF (4) AT 3 O.C. 6" (4) ANCHORS AT HEAD/SILL 12" 3" MAX. TYP.FHEAD A , - - SILL - ;z- / . - - INACTIVE 1 j - i1 32 3/4" D.L. OPG. SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" D.L. OPG. / \ Q co J ) / N rn 00 / 1 I #1 OR/#2- I (0 TJ0N 1 I I SE SHEET I FQ DESCRI I I / I I I I ACTIVE 1 1 - Q 26 15/16" D.L. OPG. 37" LEAF WIDTH 39 3/4'• MAX. (SINGLE) 76• MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ftou,iUC € FcE4 ism. ass ca-ply in with c4cbuiding ewe Frx E3p€tlel3ra ILaie-_�� r� 0 _ w .. o N MCO j Z ko o� M N Q ®i m UU Lu ® 1= U. ® UNmti °0�m 0 0 L 0 � V C w a LL. a LLI N . 0 Z M m LL1 01 !- to a = N (3 0) J I o 00 Q WOf F- z ~ w I) w w � 3 N o= a 00 Lrn I� 00 J N Z 0 3 Z� o V) LLJ OV J C O o V) 0-1 z ``' LA-1 U W co � �- 0 11111I11I//, aENaj i No. 70592 .A1 2j- (sheet 3 of 9 11 9/16" MIN. THROW BOLT PENETRATION Q 00 O) 1 /2" MIN. THROW BOLT PENETRATION EDGE DIST firr°— ANEW J a " o a /�EDGE DIST. . ... • • • • • • • • • • T`ZPICAZ. A ) • • • SI!E ftLVAfIOfVS• 0 • • • FOR SPACING a 1 'T-. •JI-A- • • • • X c.r ••• : • �• :•• ••• 0 • i • • • GLAZING OPTIONS SEE SHEET 1 1 X x a � 0 o, °a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. PROPERLY SECURED 1BY WOOD BUCK I I EDGE w 0- 0 w g \ v=i w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS BUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. METAL STRUCTURE L(C�J w X U d < o V, w � � w \ N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 w F X w r— — — — — — — — — — — — — — — — — — — t I MIAMI—DADE COUNTY APPROVED I t I CLIPPED MULLION t SEE SEPARATE N A I I II Ij TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING aptom .. I RL'02a0 rA IIoyins With to F"WA t Axeptaflce c, DOOR DETAILS `ellllli9[P�i�f � s NO. 70592 �NAR. ' ZQ1� W S*TE OF �ii�C t s4QR10P. 0�� a` N J I Q!: J o co C. o _ W V , Z¢ Ld a �w X w } W u< z U) m 0 N � a) o 00 cl 00 _j ago JQ Z L.L. ao O 3 Zr O to N w 0 U �w J w LIJ 66: H fN W U W U M m m W po n to O U O N K N N H L o X O W W p W p Z W uJ W Q Q. !Z a Q 5 Ei a Zi a o W p m D z m N n n a p M Q O y drawing no. W12-08 sheet 4 of 9 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1 /4" MAX. SHIM . TYPICAL ANCHORS SEE ELEV.` FOR SPACING r n A. W w ° . . . . . . . . . . . • ..• C O • • • • • • ••• • ' • ' • • CONCEALED FLUSH BOLTS • • ••• LEVERS AT STILE FACE 3 16 • • A�T LEAF • EVE• • •• ••• • ••• 26iF 13 • • • 0 0 II INACTIVE LEAF EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE O 1 /4" MAX. SHIM O 1BY WOOD BUCK v I o P� P� TYPICAL ANCHORS SEE ELEV. FOR SPACING C) w v v, LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE D.L.O. _ I U `:" ---- I D.L.O. LEAF WIDTH LOCK OPTION 12 EXTERIOR LEAF WIDTH 76" MAX. DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY I � I INACTIVE LEAF ACTIVE LEAF EXTERIOR DOOR DETAILS ACTIVE LEAF PRODUC f REVISM $n emplyri0l with the w"1orid6 bowing emb Aoreptaace rlo 1S—(i ,119 • S Sf ilDs yy o U W co 0 o M 0 ®� 0 N 3 � W Z (DD Q I a N 1:1, 16 CC00` OM d m O W 0(L®a q a 6 9m qqq®ppp X Z j N W 0 U. N W N - 0 I M a(D W 01 � h — N 1 /4" MAX. U 0 SHIM � ul _ o ro 2BY WOOD B K OR z LIJ M .� WOOD STIR TURE , W E NOTE HEET 1 w } w w Of z ('03 (n N 0)> 3 0) Q 000 � Z 3i u- o] g 3 z� o 04 J M loon La W w U Lnw W Lu 60 : F N TYPICAL ANCHORS SEE ELEV. FOR SPACING 111111111/// 0�\`�� ®• t�uy�l� pis ti Nq70592 V AM V 2018 19 i :� • / bTATI, OF '• • ,. NA of . . ... . . • ••• ••• TY C N O�RS� • • • • 1 /4" MAX. SHIM Soo • : • • • TYPICAL ANCHORS ' • • • SEE ELEV. FOR SPACING s w 0 w METAL STRUCTURE SEE SPEC SHEET 4 PONS 1 1 /4" MAX. SHIM o ' TYPICAL ANCHORS SEE ELEV. FOR SPACING . w ,RS FOR SPACING O O 1/4" MAX. SHIM EXTERIOR D. L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11 " O.C. MAX. EXTERIOR SIDELITE WIDTH I 1BY WOOD BUCK v v v $ TYPICAL ANCHORS SEE ELEV. o FOR SPACING w v REINFORCING AS REQD. SEE SHEET 3 MAX. UNIT FRAME WIDTH D.L.O. LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH gpiko uc f REV[ w camplyiag with The 06" tse-ding Cr '& Aarcptince SIDELITE DETAILS ti:.�. _ _ k-r.�—-=+:++- ..„r�. 'k-•::=r."' �..r-_ _`+u-`:.:Ye_�_..:. �_._. ±Ya'r, 7�."M-�.�,. t'.. :.'�Il..., <.......-_._.. o U .�_ coo o N � 3 ®Z MCe W Q F Z a a a Q m 90, 0 O UJ W W ®UNI- ®a®<A ® 1 0 In 02, c M Z j a W D U. U) u! y _ p ujm � N U o J � ., J J 00 o ro 0 U � O < W `� � H w } w 0_ =o O o Ln 0 J 1 a Z �� m z>: o to J M V O p 6LJ6 V �w w N W a0 f w m 0 0 o Z � o � w H W N K a w � o = U U a i a w a U Q m Z o Zi a (X z w :5 9 o� 0 � • �vC,EhfS16,' • ® r ;kin. 70592 �1AAR. 8 O U L i �� c • a o 644E OF ��e drawing no. W12-08 /B®dY'A� t\ \\�� \ sheet 6 of g y,��'�?T.?�^_. ._lfY..T....._ .... .. ,.._ .«... ,. ..,.-. a ..<-.,..�.. _.-.._....-_�.....vLG. ..,. .. .. .... . . ... . . . ... • • ••• • • • • ••• • • • • • • • • • • •• • • •• • • • • • • • • • • • • . . .. . . . . . . • •• ••• • ••• • •• • • • •• ••• •• • • • • • • • • • • • •• • • • • • :no •• ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 1 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. op.wuc f ➢LL:ywav sz wmp: rlag Aitk the fSAft maptaacc No /,,t- 0 115. 1 3: c Lkji3Y'k�BfR llKsoe 1 1 Q z 'titer P> netwet Cow" A� 1.70692 EN& `RA 5 20 GTA�' E OF �N o U w o N � M co j ®Z �"o W Z Q I N a OOQ0 o wC4 mU O U. N h ®' 0 m o & ®B oopa p®g (1) 0 0 co Irz-j N 11 W :D {L b W (1) - 0 �02 a Wmm� L'a N J 0) J o a00 0 LLI z W w V) W LE z_ (n N rn o 00 � m 0 00-� 1 Q Z 3� uOD o Zr o N J LLI w U oLr) Lw LJ LLjLLI o0 F- cn F N w U W :2 m m w O O n U _ N 0 N r a o w o w w w w w w w a < a ¢ c=i a Z a o OfDwDZ drawing no. W12-08 sheet 7 of 9 LOCKS: •- • ACTIVE LEAF: • • • • 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERO; K:U;A 4NC� i • • ` • `; (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AaT STAKE PLITE 1/2- DIA. THROW BOLT (1) AT TOP ENGAGING FdME •FTEAD "• ` 004 AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNEC•TJNCy RQDS• • • • • LOCK HANDLE LOCATED AT 42-1 /2" FROM BOTTOM' • • • INACTIVE LEAF: s i i s i•• 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC�• • ` ` ` "` 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM / I I / I I / I / I I / I / I I \ I \ I \ I I \ I \ I I I ACTIVE HINGES: I I I I I I I I � I I I I INACTIVE ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION 92: • ACTIVE LEAF: • ` CONVENTIONAL DOOR LOCKSET WITH HANDLE • • DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM ••• KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM ,• CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS I / ACTIVE I INACTIVE ACTIVE skowC t: REVESM to ceatpivieg with the Refia fawwhig C040 Acceptance Na I LL6-3- a- Euplredw Deter' l k ��g4itM � CiWroi O 00 I N M w i w Z Q V M I cq ooup O �= U. Uyr- im ri irE 0 ® CLOB rol � A ��0 �o NLL ca Z M = m C5 W 01 I- 1 1 N J Lo J ,n 00 co U O LO z ~ w w W W Z N 0 3 (c) ~ +�+ N CD 00 CIO J � a Z �� co 0 Lj 3z>o J N0 0 U,nw N W 00 :a t (shegt 7lof 9 ) -- -_-: • . .•. . . • .•. 1.625 1 DOOR FRAME HEAD/SILL 4. 25 0 SIDELITE TOP & BOTTOM FRAME v.078 329 1.812 O2 FRAME COVER t�-687 .050 I 1.1T97 III� .154� F� 1s SNAP COVER r1.5001 4.000 078 2.097 _n lnm,.c0A.►.AF -!AAA • • • •• • • •• • • 4.031 4.750 • . . .• • , • • • • • • ••• a • 1.507 al LEAF TOP/BOTTOM RAIL 4.719 .078 1.750 4.000 LEAF HINGE STILE 5.344 a.00o 2.681 I II 1.750 -- .078 -j to LEAF LOCK STILE 5.344 v.078 1.507 1.750 �I k - 4.000 11 LEAF ASTRAGAL STILE r 1.500 t--.71s 078 4.000 1.507 CInF1.ITF_ FRAAAF,;.14MR 1.507 2.081 8. 1 I�.519 .803 045 1.047 L 14 GLAZING BEAD 5/16" GLASS 7. .394 803 _ I-0IIa= .050 1.047 -�{ I- .130 .803 -IL45 �1.172 F 14A GLAZING BEAD I 15 GLAZING BEAD 7/16" GLASS INSUL. GLASS !� 1.750 �I 1 9" BOTTOM RAIL 4A - CInFi ITF 9," ROTTOM . FRAME_ 1.500 312 062 s LEAF W]STRIP ADAPTER .094 .312 442 L 1.584 12 LEAF ALIGNMENT BRACKET I 375 1.5.125 174 .Y� 13 LEAF CLAMP to HINGE BACK-UP PLATE --1 1.250 f - �{ .719 4.188 .078 !, s l__SIDELITE SLIP ON JAMB .281 3. 0 U - co o 1 LUW),- I N 0 ®_ 00 f y Q W I jL Q Opp O 0 :01M 0ca� a02: o �a®e° � ®NjotN�o Z Jo N W � U. ] Z N ' o E 00 2 M �B W muj ^ N J J o ro 0 z 0 W w (n w z U) V1 (7] 0 00� LO J W ¢J _Z L- co 0 3zr o w 'D -1 w O o0 U �n w J NW o0 ILL-, O 0 D N N Ot f] 16 a p N 0 0 0 y o 0 0= o SIDELITE MULLION REINFORCING a o¢ m c] o w `e�111► I l 1�l0ftiii > cmptyi•g with tint'Rmik - 640. 70592 A#ceprwncc N01 ?� _ jp, t` _ u u L Kqk*tiftOak � ! 0 Tit 6F •�tq� drawing no. sheet $ of 9_ 22 • • • •too • • •• • • • • • •• . . . . . 00 • • • • •j • ... . .. .. .. . ..... UVVR F"MIVIL %IVI\IVLI\ SIDELITE FRAME CORNER LEAF CORNER 22 22 IMM SIDELITE MULLION SLIP ON JAMB CORNER vc campfylRs wit4 thel7m6k betdins CcAc Ascep+ance No LIel iqa t ?j JS t 54.. �-_•� Mt ,p� EirHek p .. C.M ��1111111/�� a { h6. 70592 tu �•` SYi{TE of W- 0 W sr O N OD 3 ®� m CIDa IL 1 � d ®®` 0 0 m j N x �0-'m aco � e N 0 N Q w a LL N � Zul - o ON m a 0 < W ZME wm ^ N V o J LO In �-- J o J ro 0 cc m 2 G M W W v 1., V) W }ry z N ljcn N rn 0 0 0m 0 ( - 1 Ja Z �Lm o zr o CO J M W0 ip LLJ w LLJ o0: r ..�._. . �. _.-- --.-.vim.._...-._.:. �......_... �i ..n. . • •.• . . • •• .. .. . . . .. .. . • . . ... . . . . .. . • • • • • • • • • • •• • • •• • • • • • • • • • • • • • •• ••• • ••• • •• • • • •• ••• •• . ......... . .. . . . . . ... .. MULLION SYSTEM IS RATED FOR LARGE: MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULL IONS USING MULUCIN PROPERTIES ONLY NO 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). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICA}IE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATIQN, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 23Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE WILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFED EMBIDMENT 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 KM CONTACT WITH OTHER DISSIMILAR MATERUILS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRaLtCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SIE SPECIFIC PROJECT, i:e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCURE 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 Bi REVIEWED BY BUILDING OFFICIAL. INSTRLMNS: USE CHARTS AND GRAPHS AS FOLLOWS. tP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MlAMi-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIPE)4ENTS. STEP 3 USE CONNECTION TO MULLION :S PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH TP DESIGN RATING MOPE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP ON SHLT 4, SELECT ANCHOR TYPE VRTH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING .l : S PRODUCT REVISED as complying with the Florida Building Code No"o. 17-1218.14 Exptration Date 10/23/2019 By _ TYPICAL GLAZING PRODUCT 1.000 (1 I I 4.000 4" I.N 0 I d Z m O F Z b Zp �°�N �oo�oJ v Lin 08 v an ui rt 0aana.°� O -a !u two m Q W � ii Iq ZN - o M 15 N t7 U m J cn _j m Z m OI� II g w m')V) n c"_ Z Z3'z- o 3z C, 0 J cV _3�rOoo I. [ J CO.� ro v UU z 3SEOF .��` drawing no. I �•.; ��P.• 0�S, M 14--01 t�+n ® S \� �i 1i �ltiti�� ` fsheet 1 of 9 • • ••• • • • ••• 1_000 � - .125 15 .125 25 Ia = .9502 IN\4 I% = 2.0374 IN\4 Ix = 1.538 IN\4 Ix = 3.1878 IN\4 S% _ .6335 IN\3 SS = 1.0187 IN\3 SS = 1.0254 IN\3 SX 1.5939 IN\3 1 X 3 1 X 4 1 X 3 1 X 4 STD.MULLIONSTD, MULLION CUSTOM MULLION CUSTOM 6 T6I 63 63 i I r 1 125 2.000 2.000 NOTCH OPTIONAL 1/2' MIN. a ANGLE CLIP 6053-T6 1 MIN. MIN_ MULLION CLIP 6063-T6 ?5 NOTCH OPTIONAL IS - 2.9762 IN\4 Sz = 1.4881 IN\3 2 X 4 STD. M U LLI O N 6063-T6 WN. MULLION CUP 6063-T6 ?5 125 . 125 6. .125 25 Is = 8.2757 IN\4 SS = 2_7586 IN\3 2. X 6 STD. MULLION 6063-T6 6I Ix = 15.2031 IN\4 Sz = 5.0677 iN\3 2 X 6 HEAVY MULLION PRODUCT -REVISED as complying with the Florida ' Building Code N0a-No. 17-1-21 &14 1 Expiration Date 10123/2019 13Y Miami- s Product Control 5063 T6 Lj, w! � o z w tOa, O�� Q Z oJL 00 0 7 -0�mh a it o 0 mop a 0 yO m E4zy= ° 13mAC A W m F 0 U 0 I 00 z m O -j M F- Lij�m W 3 CSra 0Ln _j in _Z Z3� o 3z In a�Ooov `r'o0� J n CY c �I 7 10 2 _ a O U Y • T]1TEOF drawing no. �• sheet 2 of 9 • • ••• • • • ••• DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. I 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 1 STD. 2 X 6 HEAVY WINDOW WIDTH (W) IMULL SPAN I WIDTH (W) A 19-1/6' 26-1/2' 30" 37" 42' 48" 54' 60" 66' 72' 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 •v�6 3L>i'• 37' •42"0 0 •48"; • i ;4"0 i 60' 66' 72' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.5 120.0 120.0 120.0 120.0 120.0 120.0 102.3 120.0 120.0 120.0 120.0 120.0 120.0 93.8 120.0 120.0 120.0 120.0 120.0 12D.0 19-1/8' 26-1/2' 30" 37' 42" L8. 54" 60" I 66" 72" 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2' 30" 37" 42` 48" 54" 60" 66" 72' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120dY 120.0 112D.0 120.0 116.8 120.0 120.0 T20.0 120.0 120-0 120.0 1-03.8 120.0 120.0 120.0 120.0 120.0 120.0 93.4 120.0 120.0 120.0 120.0 120.0 120.0 84.9 120.0 120.0 120.0 120.0 120.0 120.0 77.9 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2` I 30' 37' 42" 48' 54" 60' 66' 72' 50-5/8" 120.0 1120.0 120.0 120-0 120.0 120.0 1 120.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60' 66" 72' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 { 120.0 120.0 120.0 120.0 103.1 120.0 120.0 ! 120.0 120.0 120.0 120.0 90.8 120.0 ( 120.0 120.0 120.0 120.0 120.0 79.5 1 120.0 120.0 120.0 120.0 12O.O 120.0 70.6 112.5 111.6 120.0 120.0 1 '120.0 120.0 63.6 101.3 100.4 120.0 120.0 120.0 120.0 57.8 92.1 91.3 120.0 120.0 120.0 120.0 53.0 84.4 83.7 120.0 120.0 120.0 120.0 19-1/8" 26-1/2- 30' 37' 42' 48- se B0' 66' 72" 65* 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' i 26-1/2" f 30' 1 37' 42" 48' 54' 60' 1 66" 71' 89.0 120.0 120.0 120.0 1 120.0 1 120.0 120.0 75.6 120.0 120.0 120.0 120.0 1 120.0 120.0 63.7 104.3 1032 120.0 120.0 120.0 1 Z0.0 56.1 91.9 90.9 120.0 120.0 120.0 120.0 49.1 80.4 79.5 120.0 120.0 120.0 120.0 43.7 71.5 70.7 108.3 111.5 120.0 120.0 39.3 643 63.6 97-5 1 100.3 120.0 120.0 35.7 58.5 57.5 88.6 91.2 120.0 120.0 32.7 53.6 53.0 81.3 83.6 120.0 i 120.0 ESIr,N;LW OPACITY - PSF DIMS. 1 X 3 STD. i X 4 STD. COT( ULL SPAN • ; • • i • • ... '. 75. • 1 0.9 2O. SC3 ; 11iS�4 88.0 48.a: 9i3 77.7 38.9 74.0 63.0 • • • 1441 /r 84" 96' 108" ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIOUS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 57.1 45.7 41.5 38.0 110.6 79.8 70.5 57.2 50,4 44.1 39.2 35.3 32.1 214 74.8 54.0 47.7 38.7 34.1 29..8 26.5 23.8 21.7 55.5 48.6 43.2 38.9 35.3 32.4 84.2 60.8 53.7 43.5 38.3 33.5 29.8 26.8 24.4 2-2.4 56.4 40.7 36.0 292 25.7 22.5 MULLIONS (TUBE MULLIONS) 3 1 X 4 2 X 4 2 X 6 2 X 6 M CUSTOM STD. STD. HEAVY a 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 111.9 116.3 120.0 120.0 98.6 102.4 120.0 120.0 86.3 89.6 120.0 120.0 76.7 79.7 120.0 120.0 69.0 71.7 120.0 120.0 62.7 652 119.7 120.0 57.5 1 59.7 109.7 120.0 120.0 120.0 120.0 120.0 120.0 117.7 120.0 120.0 106.3 104.0 120.0 120.0 86.2 84.3 120.0 120.0 76.0 ! 74.3 1 120.0 120.0 66.5 65.0 120.0 120.0 59.1 57.8 113.5 120.0 53.2 52.0 102.2 120.0 48.3 473 92.9 120.0 44.3 43.3 85.2 120.0 116.9 109.3 120.0 120.0 - 84.4 78.9 120.0 120.0 74.5 69.7 T20.0 120.0 60.4 56.5 120.0 120.0 53.2 49.8 110.9 120.0 46.6 4-3.5 97.0 120.0 41.4 38.7 862 120.0 37.3 34.8 77.6 120.0 33.9 31.7 I 70.6 120.0 31_1 29.0 1 64.7 118.3 82.1 76.8 120.0 120.0 513 514 120.0 120.0 52-3 48.9 120.0 1120.0 42_4 1 39.7 98.7 120-0 37.4 35.0 87.0 1.20.0 32.7 30.6 76.1 120.0 29.1 27.2 67.6 120.0 26.2 24.5 60.9 111.3 23.8 22.2 55.3 101.2 I 21.8 I 20.4 I 50.7 92.7 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY 19-1/8' - - - 59.9 56.0 120.0 1200. 26-1/2' - - - 43.2 40.4 110.9 120.0 30' - - - 38.2 35.7 97.9 120.0 37' - - - 30.9 28.9 79.4 120.0 42" - - - 27.3 25.5 69.9 120.0 48' 120" - - - 23.8 22.3 61.2 111.8 54' - - - 21.2 - 54.4 99.4 60" - - - - - 49.0 89.5 Ise - - - - - 44.5 81.3 72' - - - - - 40.8 74.6 19-1/8" - - - +5.0 410 116.8 120.0 26-1/2' - - - 32.5 30.3 84.3 120.0 30' - - - 28.7 26.8 74.5 120.0 37' - - - 23.2 21.7 60.4 110.8 42' - - - 20.5 - 53.2 97.6 48' 132' - - - - - 46.5 85.4- 54' - - - - - 41.4 75.9 60" - - - - - 372 68.4 66' - - - - - 33.8 mt 72' - - - - - 31.0 57.0 19-1/8" - - - 34.6 32.4 90.0 120.0 26-1/2" - - - 25.0 23.4 64.9 119.2 30' - C - - 22.1 2-0.6 57.4 105.3 37' - - - - - 46.5 65.4 42' - - - - - 41.0 75.2 48' 144" - - - - - 35.8 65.8 54' - - - - - 31.9 58.5 60' - - - - i - 28.7 52.6 66' - - - - I - 26.1 47.9 72" - - - - - 23.9 439 INSIDE ARCHES TO BE I R � FHORIZONTAL MULLION J � { I VERTICAL MULLION z GLAZING GLAZING PRODUCT PRODUCT { W1 1 W2 TYPICAL MULLION ARRANGE PRODUCT Q I 04 GLAZING GLAZING PRODUCT I PRODUCT VV1 T V42 PRODUCT REVISED WID7H (W) - as complying with the Florida 2 Building Code v -No. 17-121-8.14 Expiration Date 10/23/2019 By MULLION SPAN � •''��I cErasF.'•-. o. 7 2 STATE of IV) i iw o 1 o� m� 9 o Cps g J N °a w 0 tRm v � ui ei cy c Cacc°a dly0 m QLLIM 6 LLz� '0 Q W drawing no. M14-01 ;hest 3 of 9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY 19-1/8' - - - 59.9 56.0 120.0 1200. 26-1/2' - - - 43.2 40.4 110.9 120.0 30' - - - 38.2 35.7 97.9 120.0 37' - - - 30.9 28.9 79.4 120.0 42" - - - 27.3 25.5 69.9 120.0 48' 120" - - - 23.8 22.3 61.2 111.8 54' - - - 21.2 - 54.4 99.4 60" - - - - - 49.0 89.5 Ise - - - - - 44.5 81.3 72' - - - - - 40.8 74.6 19-1/8" - - - +5.0 410 116.8 120.0 26-1/2' - - - 32.5 30.3 84.3 120.0 30' - - - 28.7 26.8 74.5 120.0 37' - - - 23.2 21.7 60.4 110.8 42' - - - 20.5 - 53.2 97.6 48' 132' - - - - - 46.5 85.4- 54' - - - - - 41.4 75.9 60" - - - - - 372 68.4 66' - - - - - 33.8 mt 72' - - - - - 31.0 57.0 19-1/8" - - - 34.6 32.4 90.0 120.0 26-1/2" - - - 25.0 23.4 64.9 119.2 30' - C - - 22.1 2-0.6 57.4 105.3 37' - - - - - 46.5 65.4 42' - - - - - 41.0 75.2 48' 144" - - - - - 35.8 65.8 54' - - - - - 31.9 58.5 60' - - - - i - 28.7 52.6 66' - - - - I - 26.1 47.9 72" - - - - - 23.9 439 INSIDE ARCHES TO BE I R � FHORIZONTAL MULLION J � { I VERTICAL MULLION z GLAZING GLAZING PRODUCT PRODUCT { W1 1 W2 TYPICAL MULLION ARRANGE PRODUCT Q I 04 GLAZING GLAZING PRODUCT I PRODUCT VV1 T V42 PRODUCT REVISED WID7H (W) - as complying with the Florida 2 Building Code v -No. 17-121-8.14 Expiration Date 10/23/2019 By MULLION SPAN � •''��I cErasF.'•-. o. 7 2 STATE of IV) i iw o 1 o� m� 9 o Cps g J N °a w 0 tRm v � ui ei cy c Cacc°a dly0 m QLLIM 6 LLz� '0 Q W drawing no. M14-01 ;hest 3 of 9 J � { I VERTICAL MULLION z GLAZING GLAZING PRODUCT PRODUCT { W1 1 W2 TYPICAL MULLION ARRANGE PRODUCT Q I 04 GLAZING GLAZING PRODUCT I PRODUCT VV1 T V42 PRODUCT REVISED WID7H (W) - as complying with the Florida 2 Building Code v -No. 17-121-8.14 Expiration Date 10/23/2019 By MULLION SPAN � •''��I cErasF.'•-. o. 7 2 STATE of IV) i iw o 1 o� m� 9 o Cps g J N °a w 0 tRm v � ui ei cy c Cacc°a dly0 m QLLIM 6 LLz� '0 Q W drawing no. M14-01 ;hest 3 of 9 W1 1 W2 TYPICAL MULLION ARRANGE PRODUCT Q I 04 GLAZING GLAZING PRODUCT I PRODUCT VV1 T V42 PRODUCT REVISED WID7H (W) - as complying with the Florida 2 Building Code v -No. 17-121-8.14 Expiration Date 10/23/2019 By MULLION SPAN � •''��I cErasF.'•-. o. 7 2 STATE of IV) i iw o 1 o� m� 9 o Cps g J N °a w 0 tRm v � ui ei cy c Cacc°a dly0 m QLLIM 6 LLz� '0 Q W drawing no. M14-01 ;hest 3 of 9 :. .: 0:0 .0. 010 00-0-" �18 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE WIDTH (W) MULL SPANI A2 A4 A6 B2 B4a I Hob 19-1/8- 26-1/2" 30' 37' 42' 48" 54' 60' 66" 72" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 101.4 120.0 120.0 120.0 1_2L.O 120.0 89.3 120.0 120.0 1.20.0 120.0 120.0 78.2 112.6 120.0 108.4 120.0 120.0 69.5 100.1 120.0 97.6 120.0 120.0 62.5 90.1 120.0 88.7 120.0 1204 56.9 81.9 113.7 81.3 120.0 120.0 52.1 75.0 104.2 19-1/8" 26-1/2" 30' 37' 42' 48' 54' 60' 66' 72• - 42• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 t20.0 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 92.7 120A 120.0 120.0 120-0 120.0 1 81.6 117.6 120.0 111.4 120.0 120.0 71.4 102-9 120.0 99.0 120.0 120.0 63.5 91.4 1204 89.1 120.0 120.0 57.1 82.3 T14.3 81.0 120.0 120.0 i 51.9 74.8 103.9 74.3 120.0 120.0 47.6 68.6 95.2 19-1/8" 26-1 /2' 30' 37' 42' 48' 54' 60' 66' 72" 50-5/8' 120.0 120.0 i 120.0 120.0 120.0 120.0 120.0 120.0 ( 120.0 107.3 120.0 120.0 T20.0 120.0 ( 120.0 94.8 120.0 120.0 119.9 120.0 120.0 76.9 11.0.7 120.0 105.7 120.0 120.0 67.7 97.5 120.0 92.4 120.0 120.0 59.3 85.3 118.5 82.2 120.0 120.0 52.7 75.9 105.3 74.0 120.0 I 120.0 47.4 68.3 94.8 672 117.2 1207.0 4-3.1 62.1 56.2 61.6 1075 120.0 39.5 56.9 79.0 19-1 /8' 26-T/2- 30" 37' 42" .48' 54" 60' 66' ?2" i 120.0 120.0 I 120.0 1195 120.0 12D-0 120.0 120.0 t20.O 86.3 120.0 120.0 118.9 120.0 1.20.0 762 109.7 120.0 96.4 I 120.0 1 1,20.0 61.8 89.0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 74.3 120.0 120D 47.6 68.6 952 66.0 115.1 120.0 42.3 61.0 84.7 59.4 103.6 120.0 38.1 54.9 76.2 54.0 94.2 120.0 34.6 49.9 69.3 49.5 86.3 120.0 I 31.7 45.7 63.5 ' ' • • • • '�DESI N EO CAPACITY - PSF • • • • • WINDOW DIMS • • ANCHOR TYPE WIDTH (W) MULL SPAN A2 A4 A6 82 B4a 1314b .191r%8' • gfl' 37' 0 044; 0 • • 48i • i .•64l. i 60 0 66' 7t • •'• . . • • • •. 0 • • �✓ . 1Zi4'i i i i • 0 • 12 O 0120.0 120.0 101.4 120.0 120.0 0114:t . %20.0 120.0 73.2 105A 120.0 1 COL . . f2O.0 120.0 64.6 93.1 120.0 81.8 120.0 120.0 52.4 75.5 104.8 72.0 120.0 120.0 462 66.5 92.4 0 109.9 120.0 40.4 582 80.8 i 56.0 97.7 120.0 35.9 51.7 71.8 t8.4" 87.9 120.0 32.3 4-6.5 64.6 45.8 79.9 119.9 2_14 42.3 1 58.8 42.0 73.3 109.9 26.9 38.8 53.9 19-1 /8" 26-1/2" 30' 37' 42' 48' 54" Bo" 66" 72' 84' 120.0 120.0 120.0 89.6 120.0 120.0 100.9 1_20.0 120A 64.7 93.2 120.0 89.1 120.0 120.0 57.1 82.3 114.3 72-3 120.0 120.0 46.3 66.7 92.7 63.7 i 111.0 120.0 40.8 58.8 81.6 55.7 97.1 120.0 35.7 51.4 71.4 49.5 86.3 120.0 31.7 45.7 63.5 44.6 77.7 116.6 28.6 41.1 57.1 40.5 70.6 106.0 26.0 37.4 51.9 37.1 648 97.1 23.8 34.3 47.5 19-1/8" 26-1/2' 30' 37' 42' 48' 54• 60' 66" 72 96" 120.0 120.0 120.0 78.4 112.9 120,0 88.3 120.0 120.0 56.6 81.5 113.2 78.0 120.0 1 120-0 50.0 720 100.0 53.2 11.0.3 120.0 405 58.4 81.1 55.7 97.1 120.0 35.7 51.4 71.4 48.8 85.0 120.0 312 45.0 62.5 43.3 75.6 113.3 27.8 40.0 55.5 39.0 68.0 102.0 25.0 36,0 50.0 35.5 61.8 92.7 22.7 32.7 45.5 32.5 56.7 85.0 20.8 30.0 41.7 19-1/8" 26-1/2' 30' 37' 42' 48 54' 60' 66' 72' 108" 108.8 120.0 120.0 697 100.4 120.0 78.5 120.0 120.0 50.3 725 100.6 69.3 120.0 1 120.0 44.4 64:0 88.9 , 56.2 98.0 120.0 36.0 51.9 72.1 49.5 86.3 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.6 38.5 67.2 100.7 24.7 35.6 49.4 34.7 60 d 90.7 222 32.0 44.4 31.5 54.9 82.4 20.2 29.1 40.4 28.9 50.4 75.6 - 26.7 37.0 ALL LOADS ARE EXT.(;-)IiNT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLAi!ON BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW D1130. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60" 66' 72' 120" 97.9 120.0 120.0 62.7 90.4 120.0 70.6 120.0 120.0 45.3 65.2 90.6 62.4 108.8 120.0 40.0 57.6 80.0 50.6 88.2 120.0 32.4 46.7 64.9 44.5 77.7 116.6 28.6 41.1 57.1 39.0 68.0 102.0 25.0 36.0 50.0 34.7 60.4 90.7 22.2 32.0 44.4 31.2 54.4 81.6 20.0 28.8 40.0 28-4 49.5 74.2 - .262 36.4 26.0 45.3 68.0 - 24.0 33.3 19-1/8- 26-1/2" 30" 37' 42" 48' 54' 60' 66' 72' 132' 89.0 120.0 120.0 57.0 82.1 114.1 F 64.2 112.0 120.0 41.2 59.3 82.3 56.7 98.9 120.0 38.4 52.4 72.7 46.0 80.2 120.0 29.5 42_5 59.0 40.5 70.6 106.0 26 0 37.4 51.9 35.5 61.8 92-7 22.7 32.7 ( 45.5 31.5 54.9 82.4 20.2 29.1 40.4 28.4 49.5 74.2 - 26.2 36.4 25.8 45.0 67.4 - 23.8 33.1 23.5 4-1.2 61.8 - 21.8 30.3 19-1/8' 26-1/0 30" 37' 42- 48' 54' 60' 66" 72' 144' 81.6 120.0 120.0 52.3 75.3 104.6 58A 1026 1.20-0 37.7 54.3 75.5 52.0 -90.7 120.0 337.3 46.0 66.7 42.2 ( 73.5 110.3 27.0 38.9 54.1 37.1 -64.8 97.1 23.8 34.3 4716 32.5 55.7 85.0 20.8 30.0 4-1.7 28.9 50.4 75.6 - 26.7 37.0 26.0 45.3 68.0 - 24.0 33.3 23.6 412 61.8 - 21.8 30.3 21.7 37.8 56.7 - 20.0 27.8 TYPICAL kICHORS ARCHES TO BE INSCR18E0 TYPICAL rINSIDE RECTANCULAR SHAPE CHORS ! 1-HORIZONTAL. MULLION 3 , If PRODUCT ANCHOR AIL ¢�1 GLAZING PRODUCT GLAZING PRODUCT N TYPICAL ANCHORS MULU'ON SPAN TYPICAL MULUGN ARRANGEMENTS VO I H (W) - WT 2 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1218.14 E>qsiration Date 10123/201.9 By ./ 7050 / OF �w 0 Z n 0 Z "' O ul a0080 �nH 0 f� a> M a'C -M 0 0 dag el Q w0 f�zo -M 0 W ll 4 W O Ei N O ,U Z�� O JI 0 Lj Lu Co � to ~� .C� N rri to C1 C0� to Z _Z 3:j LL. oo Z >_7 a LaJ10 p NJ v Q a0 w W,MM r 4 n 0 Ir cm a i 7 i O o � O Y c m v u drawing no. M14-Q1 sheet 4 of 9 • TYPICAL ANCHORS • ••• • • • • ••• TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE N • R • • • i \• • • • • • .� � • • I \ OR>�R�t E OR M U I ••• • •• • M AL ST�U `� • • • • • • • •l�i� • 72X 1 Ei i i N \ I ----------I I i I !I li N 4 FLOATING CLIP II I j l 1 i 1 2 X 1/8" I I I 1 SNUG FIT INSIDE MULL V U ALUM ANGLE #14 SMS 1 1 114 SMS 1 I 1-3/4" O.C. MIN. I i 1-3/4" O.C. MIN. La 4 PER CUP 2 PER ANGLE ANCHORS TYPE `A2' TYPICAL MXHORS 4 PER CUP (2 ON EACH WING) TYPICAL ANCHORS 2 PER ANGLE �Ili� `. NbONbR °ill II /u y I I FIAATTNG CLIP I i SNUG FIT INSIDE MULL / I I Ala SMS J ` #14 sMs 1-3/4` O.C. MIN. 1-31e O.C. MIN. 4 PER CUP 2 PER ANGLE ANCHORS TYPE `A4' 1'I 11 1 X 2 X 1/6- u u ALUM ANGLE I I I I TYPICAL: ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCV - CONCRETE 1-3/4" 2-1/2- (Fu=177 KSi, Fy=155 IM) 1/4" DIA. SELF DRILLING SCREWS METAL 1/8" 3/4' (GRADE 5 CRS) CONCRETE = f'c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy - 36 KSi MIN. 1/8- MIN. THK. ALUMINUM (6.063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. All CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHfiE METHACRYLATE .LAiQUER Z6 W a CI - PRODUCT REVISED as complying with the Florida e ro a a Building Code NOA-No. 17-121&14 Expiration "Date 10/23/2019 `'�� ATE OF �� drawing no. M 14— 01 Nuami-Da roduct Control ` sheet 5 of 9j -- -- : : • • ••• • • • • ••• ' ' ' • •' • • • • • • TYPICAL ANCHORS TY OIC/� ItCTiORS • • • ' i • • • 3 PER ANGLE 6 PER CLIP (3 ON EACH ING) • • • • • R U • • • • • • .• I I M UG\ • 0 - U7 (I II .. ... •• � y d �I it li it ----------------------� N M I I I I i I [FLOATING CUP I I I t /2X 2 X 1/8" I I SNUG FIT INSIDE MULL U U ALUM ANGLE #14 SMS i j j14 SMS j 1-3/4" O.C. MIN. I 1 1-3/4" O.C. MIN. I I 6 PER CUP 3 PER ANGLE ANCHORS TYPE `A6' TYPICAL A-NCxaxs: ANCHOR TYPES I SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = f'c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 1051 MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY EE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATRvGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. :M w o I Z ' h Or z Q g a -, (L u� 0j W O�nv) Cr S oa�a� O N L6wN -o ?o1E ;aZ N O CU n LCO z o 0 J o _j M LLI XX Uj U)i= Q to cn 00_j 0 z _Z o KI 0 QIvLnLd J ILU 66:2 W W 0 n s N `0P......"•. 7 \ W C j t � u0 1 q PRODUCT -REVISED 0592 as complying with the Florida != I ^ m a Building Code KOA-No, 't7-121&14 = A� 9 " 7 : C 'Expiration Date 0/23/20"19 �>� ' TEOF � �� / drawing no. Miami-D Product Control ,� t j jj NAL 1�%�``\ sheet, 6 of 9 . . . . . . . . . . a i 0 I o N I � I I I I Q j 6� p � b I b I I I I I • ••• 1 • • • ••• TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING y_' ' ' • • 1 PER ANGLE 6 C • • • • • • • • • e FiBL Ct \ I OR RE\II 00 U� .. • . 2 11 11 I II • . . • . . . b• li II 11 ij FLOATING CLIP I1 11 L2 X 2 X 1/8" I I SNUG FIT INSIDE MULL L1 U ALUM ANGLE #14 SMS i i #14 SMS "Ill i f 1-3/4" O.C. MIN. I I 1-3/4" O.C. MIN, I 4 PER CUP 2 PER ANGLE NNCHCRS TYPE 'B2' TYPICAL ANNCHORS TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE 4LLs x \ I \ \ \ \ OR 11 If I T -* II -1111 /� U LFLOATING CUP � I I I i 2 X 2 X 7/8' I i SNUG FIT INSIDE MUI1 L1 LJ ALUM ANGLE I JI f4 545 J J14 SMS 1-3/4' O.C. MIN. 1-3/4' O.C. MIN. 4 PER CUP 2 PER ANGLE NCH ORS TYPE `B4a' TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) MASONRY 1-3/4" 2-T/2" WOOD 1-1/2' 1' WOOD a 26Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. 1BY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. 3 n `}fit PRODUCT REVISED as comptyiag with the Florida Building Code NCIA-No. 17-121`$.14 Expiration Dat - 0/23/2019 0 I v z n 0 y t? O a QW N N � m a ooJo ON LL. O c~iai� p ui ei �0� o Q aa� a m um)Z C Q lu Z aL rA Z to Q WO?� IL- N O U °f 1 Z J c � . vi �J M w .. �� ti LD (Lij >./) co f/7 cD m ~ 3 O to 0 1 Z m _Z - m �i Z �n a Q � 0 Li I LLJ 00 :2 1 I pa t `�. - •% 3 i a r�i drawing no. ��i��®d��Lje\v\ —sheet 7 of 9 . . ... . . . . .. . • . • • • • • • . • • • TYPICAL ANCHORS TYilC; At lgopS • . . • 2 PER ANGLE 4 PER CLIP (2 AN •EACH rtdlNG) .. LID SLOE\ �xo � R I .`r I wso uc�ui a I I � III II C14 I�--------------- N EI Ij 11 I'Ll'! i -----� u y FLOATING CUP j i 2 X 2 X 1/S" SNUG FIT INSIDE MULL Li ALUM ANGLE #14 SMS j I #14 SMS j 1-3/4. O.C. MIN. I I 1-3/4- O.C. MIN. I i 6 PER CLIP 3 PER ANGLE ' i ANCHORS TYPE `B4b' TYPICAL ANCHORS: ANCHOR TYPES SUB i-RATE -MIN. EMBED. MIN. EDGE DIST. 1/4' DiA. LILTRACONS BY 'ELCO' (Fu-177 KSI, Fy=155 KSQ MASONRY 1-3/4" 2-1/2- WOOD 1-1/2" 1" WOOD - 29Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-SO HOLLOW/FILLED BLOCK f m = 2000 PSI MIN. 1BY OR 28Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTDA AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAX BE HEX OR FLAT HEAD. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-121.8.14 Expiration Date 10/23/2019 By — �V'V) w 0 I d- Z n O e z w HRH j WO`M OtNm 0Q � Oro-m o O aon O m Q W p N - o a tag � Zo2 Q uul M 0 01 � 61) J �z m (f° W iW >-M M N I— ?� - N ar7 00 1 z Z � L` bo J 4 aI W M7- o`��I n m a v . v l cti ®' 7EOF drawing no. M 14-01 ®�� it\\ 1(sheet 8 of s • • ••• • . • ... #14 SMS • • • SEE HART FOR QUANTITIES TUBE MULLION • • • • • • • • •• • • •• • • • • • • • • � • • •• • • • • • • .... •. .•. ----- -- ;------ • • • • • •• #14 FH Is •.� ••• i i i i •..2,i�DE I I 1/8- THICK ALUM CHANNEL I LENGTH TO FIT SNUG I I INTO MULLION j TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAUL( JOINT AFTER ASSEMBLY 1 HIS SGKUN GAIN Gd INSTALLED IN EITHER DIRECTION 74 . f 14 F1+ SMS 1-1/2- O.C. MIN. SEE CHART FOP. QUAXES I I i I J14 FH SMS 2 PER CUP I I' O.C. MIN. 1-3/4` X 2- X 1/8- (FOR 2BY TUBE) 3/4- X 2- X 1/8- FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL ;r#1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST.'MIN. CL TO CL SPACING ALUMINUM 5/8-1 1/2- ANCHOR NO. OF CHART SCREWS TYPE A2 2 TYPE A4 3 TYPE A6 4 PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-1218.14 Expiration. Date 10/23/2019 sy Mia rDa roduct Control N � o _ J Z a m Of.. `° �j O a �N e >a O°` w a 13 FLL 0 �i n M �La h 0`M0-11 EM C 0 4� � U, 0 mN 0 Zj QwMIL :L Z N - O I....O2 Q tZtl M N Q 6 co � I Z coo O 0 J M - Lj M V) (ifCb CO !" N r� O 0 Z_ Z LL 03 w ONQv Q V tf) LLI w LJ com r T 70592 n LIJ ATE OF '.�l��r drawing no. CNN I I l t kW\ sheet 9 al 9}