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WS-16-1641Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 P --L\ ; -s.f.,, Inspection Number: INSP-260900 Permit Number: WS -6-16-1641 Scheduled Inspection Date: November 29, 2016 Permit Type: Windows/Shutters Inspection Type: Final Owner: DAIDONE, GLENN Work Classification: Window/Door Replacement Job Address: 339 NE 100 Street Inspector: Naranjo, Ismael Miami Shores, FL Project: <NONE> Contractor: OZ CONSTRUCTION SERVICES GROUP, INC Phone Number (305)788-2711 Parcel Number 1132060135360 Phone: (786)467-7200 Building Department Comments WINDOW PERMIT, DOORS. 10 OPENINGS. Infractio Passed Comments INSPECTOR COMMENTS False Passed 1 Inspector Fomme/its Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 28, 2016 For Inspections please call: (305)762-4949 Page 7 of 54 (0\0* BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECF,fi i UN122Q1 FBC 201 c--fs� Master Permit No. RC 0 tt5 PERMIT APPLICATION Sub Permit No.WS (t0 `I ('40 UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S Loc Citv: Miami Shores County:. Miami Dade Zip: 13 NO )`— Folio/Parcel#: l t. — 3244, --01". Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: \J--(? Flood Zone: OWNER: Name (Fee Simple Titleholder): BFE: FFE: e 1 ei , IL) DAIDnb.3(-3,- Phone#: Address: n339 1JE (00 lartAAA Q c fQS -- 7 7 �l State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: o- 01Y14:: Cezc `3o !S Phone#: 7 —4fv 7-7-00 Address: (94 L s (4 g City: )..( (l'/1 k Qualifier Name: State: F—L State Certification or Registration #: Cee I .Z0 ( Ref DESIGNER: Architect/Engineer: C1`30 Zip: 3-5 (4S— Phone#: �CJ —2i4, -CA? 4 Certificate of Competency #: Phone#: S 140 5 Zc Address: ti O 5/' L)O Gt City: C-: State:'( Zip: Value of Work for this Permit: $ $ I-1 000 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ElNew 1/. Repair/Replace Description of Work: ( ) ( ti 000 7i N't t } )4r3 ❑ Demolition a ' r) (,,1 Specify color of color thru tile: Submittal Fee $ Go • CO Scanning Fee $ [�' W Technology Fee $ (z:)• `i v Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ 3 " a CCF $ L' 8d DBPR $' Training/Education Fee $ t .,f 3 CO/CC $ Notary $ • a) Double Fee $ Bond $ TOTAL FEE NOW DUE $ l �8 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person - -whose-property-is subject to attachment.—Also,-a-certified copy of the-rerorded 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 ay�ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT W CONTRACTOR The foregoing instrument was acknowledged before rm_e this ,20 �� ,by (21 -/day of M� ,20 !c ,by G C.N N U 1 1'7Gr , who is personally known to me or who has produced 721 \N-10- identification F2identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this II e1 day of MR1 iC ho istersonally knowno me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: <-1 (`lid I P A.\,_A)n(2 - - Prin as Seal: tip,. a„ ..,, Seal: _ °c� MABELIS E FERNANDEZ j estY °AeG Notary Pubiic State of Florida MY COMMISSION #FF127992 _ '. Sindia To :.:61... - s My Commission FF 156750%, ,,,, o.,.t.` EXPIRES June 1, 2018 ' FOP Expires 0910 '2018 " * /* ***************L72119.!14f BUQ44§11;Wicl� S R***4*********** ************** APPROVED BY ` 14 Plans Examiner (Revised02/24/2014) Zoning Structural Review Clerk MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AWP Windows and Doors, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miam id ade.eov/economy .•.• This NOA is being issued under the applicabl 1 e ion overning the' use of tt tructiarr • • • • • materials. The documentation submitted has bee i acc d by• -4Dade Eou ty RER- • • • Product Control Section to be used in Miami -Dade County and other areas where a11Dyied by tTi .Authori y • Having Jurisdiction (AHJ). - • • • • This NOA shall not be valid after the expiration date stated below. The Miami Dade Oounty Piiodudtontrol • . • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-DadVLddQty) refer .e the right:..' to have this product or material tested for quality assurance purposes. If this aii& or matdl�dl• fails 'too • • • perform in the accepted manner, the manufacturer will incur the expense of such testrug and the AHJ may • immediately revoke, modify, or suspend the use of such product or material within their juri tittle . R):1Z reserves the right to revoke this acceptance, if it is determined by Miami Dade• Couirty Product Control• • •; Section that this product or material fails to meet the requirements of the applicable building Ai... 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 "1400 Impact View" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W01-52, titled "Series -1400 Impact View Alum. Casement Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 08/08/01, with revision J dated 02/17/16, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section., MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami --Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be consideredaftera renewal application has been filed and there has been.. no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 12-0118.25 and consists of this page 1 and evidence pages E-1, E- 2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 15-0818.03 Expiration Date: October 25, 2021 Approval Date: March 10, 2016 Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 06-1017.09 and 06-101Z 09) 2. Drawing No. W01-52, sheets 1 through 7 of 7, titled "Series -1400 ImpactView Alum. Casement Wdw. (L.M.I.)", dated 08/08/01, with revision J, d?ted 02/17/.1'6.,; repared 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 yin RBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-9 • • • • • • • • 4) Forced Entry Resistance Test, per FBC, per AM IA 1302 and per ASTM F 588, Type B (FTL-8480 only). •• 5) Large Missile Impact Test per FBC, TAS 2.41•24 •... 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • along with marked -up drawings and installation diagram of a series Impact View outswing casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8480 and FTL-8481, both dated 01/20/16, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series "Impact View" aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3762, dated 06/10/03 and FTL-3758, dated 04/01/03, both signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 06-1017.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series "Impact View" aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2954, dated 10/10/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0814.07) • • • . . • • • . • E-1 Manuel P ez, P.E. Product Control xa ' iner NOA No. 15-0818.03 Expiration Date: October 25, 2021 Approval Date: March 10, 2016 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 08/24/15 and revised on 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09"" • • ••.. . .• • •. • D. QUALITY ASSURANCE . • • • ' 1. Miami -Dade Department of Regulatory and Economic Resourttr(�RER) • •••• • . •••• • E. MATERIAL CERTIFICATIONS . • • 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Conipais (MA) ••••• for their "Saflex Clear and Color Glass Interlayers" dated d6/'1•'V/l4, expiring on •. 05/21/16. . . • • 2. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS, i:LX %r thein ?SAF- . GLAS Polycarbonate Glass Interlayer", dated 12/19/13, expiring on 1N/f7. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "UvekoI S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated February 23, 2016, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Asset purchase agreement dated 03/20/14, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris, Jr., President and C.F.O., AWP Windows and Doors, LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA No. 13-0326.08, dated 04/20/15, signed by Mr. Kevin Barrett, Chief Financial Officer, Trulite Window & Door Solutions, LLC. 4. Statement letter for Name Change Request dated 07/15/14, issued by AWP Windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL-8480 and FTL-8481, dated 01/20/16, both issued by Fenestration Testing Laboratory, Inc., and both signed and sealed by Idalmis Ortega, P.E. 6. Proposal No. 14-0774 issued by the Product Control Section, dated September 08, 2014, signed by Manuel Perez, P.E. 7. Laboratory compliance letters for Test Report No. FTL-3762, dated 06/19/03 and FTL-3758, dated 04/10/03, both issued by Fenestration Testing Laboratory, Inc., and both signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 06-1017.09) Q/1'f.�L��,i'�-'"� Manuel Pe , ' E. Product Control xami er NOA No. 15- 8.03 Expiration Date: October 25, 2021 Approval Date: March 10, 2016 E-2 • AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 8. Laboratory compliance letters for Test Report No. FTL-2954, dated 10/10/01, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio Figueredo, P.E. (Revised marked -up drawing was submitted on 09/26/01). (Submitted under NOA No. 01-0814.07) • • • • 9. Laboratory revised marked -up drawings of Test Report No: )T-2954' i's'sued br:: • Fenestration Testing Laboratory, Inc., dated 09/26/01, signed. land seated•by Luh,..;. Antonio Figueredo, P.E. . (Submitted under NOA No. 01-0814.07) • • G. OTHERS . . . . .• .• .0 10 .. 00 . • 1. Notice of Acceptance No. 12-0118.25, issued to Truffle Wir it?Vec Door Solutions, •' LLC for their Series "1400 Impact View" Outswing Aluminujn gal emet.indow'— • . L.M.I., approved on 03/15/12 and expiring on 10/25/16. E-3 • • • .. . 0000 • . • .. <�� Manuel Perez, P Product Control Exa ner NOA No. 15-081 Expiration Date: October 25, 2021 Approval Date: March 10, 2016 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. _ 8501 NW 90th 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 Ccei}tyRER— MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy Product Control Section to be used in Miami—Dade County and other areas where aildwid by t1, Authority • • • • • Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miar[It •Dade County Produot • Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Mia.x i 77ade C rit4 reserve • the right to have this product or material tested for quality assurance purposes. Ij tj: product or materiel•: • •. fails to perform in the accepted manner, the manufacturer will incur the expense ot gieli testing kelotlie A IY •" may immediately revoke, modify, or suspend the use of such product or materia within their jurisdiction. • • RER reserves . the right to revoke this acceptance, if it is determined by Miami—bade 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 Flofld$'f4uildirtg Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "4200/ 6200 Flange—Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange—Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. R, bearing the Miami—Dade County Product 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, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may Fe 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. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • MIAMI•DADE COUNTY APPROVED NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 Page 1 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200=6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,• �...E. • •. •• B. TESTS • ••. 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2011-94 .. • • 2) Cyclic Wind Pressure Loading per FBC, T SQ23-94. . along with marked -up drawings and installation diagram of an 'alth- and•a rectangular; • • • fm -frame fixed window, prepared by Hurricane Engineerirc; 'estixa; •Ir Vic., Ter • • Reports No.'s HETI-12-4010 and HETI-11-3363, both dated 413/05/12, signed and • • • • • sealed by Rafael Droz-Seda, P. E. • (Submitted under previous NOA No. 12-0307.06• • ) . • . 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 •;;: •: • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch- and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing,. Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09 2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. ;12-0307.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-030706) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fm—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated Q 1/30/C ,. a •sign • • • • and sealed by Rafael Droz—Seda, P. E. . • • •• . • (Submitted under previous NOA No. 03-0327.11) • • • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.... • 2) Uniform Static Air Pressure Test, Loading•po»FBC, TAS 2U2-94 • . • • . . . . • 3) Water Resistance Test, per FBC, TAS 202•-9.' •; . • • ; along with marked—up drawings and installation diagram of a circular are?' flfi—fratfl2• •: • fixed window, prepared by Hurricane Engineering & Testing; Ine.,;Test RepcIrts Non's • • HETI-02-1215, dated 04/08/02 and HETI—01-1193, dated 0:4/0.8,/22, both signed and sealed by Hector Medina, P. E. .. •••• • . ••. (Submitted under previous NOA No. 02-0701.01) • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fm frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) • . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas®Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayer�s.wath PET Core" dated 06/19/14, expiring on 12/11/18. : .•. '••••• •• , •••. • • • F. STATEMENTS •• • • •• 1. Statement letter of conformance to and complying with FBC.51 Edition (2010,•••; issued by manufacturer, dated 09/02/14, signed and sealed by 1itcmas J. goMos,'P. E. 2. Department of State Certification of LAWSON INDUSTRILINC. as*a.far pro'fi't'••• corporation, active and organized under the laws of the .State. of Florida, dated • • • 04/11/14 and filed at the Secretary of State. • • • 3. Statement letter of conformance, complying with FBC-2010; issue by manulacturel,. .• dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. •' '••' ••'• • .• • (Submitted under previous NOA No. 12-0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI-09 2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" AIuminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908,18 Expiration Date: August 22, 2017 Approval Date: December 11, 2014 E-3 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AWP Windows and Doors, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing .the pse of eon (ruction materials. The documentation submitted has been reviewed and accepted by Miami-T)$de Copp/; RER- Product Control Section to be used in Miami -Dade County and other areas where aI4ered by thatuttority ' • Having Jurisdiction-(AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dada Volthty Prc ccgontro: 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 prudtlgt, er ma4 ehal tails td' • •• perform in the accepted manner, the manufacturer will incur the expense of such testing and the (J may° immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REI;t . • reserves the right to revoke this acceptance, if it is determined by Miami -Dade, CcyttLty Product Control Section that this product or material fails to meet the requirements of the applicable l i1ilding 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 "300 Impact View" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03-39, titled "Series '300 Impact View' Alum Fixed.Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision I dated 02/09/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0326.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was•reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy MIAMI-DADE COUNTY _. APPROVED NOA No. 15-0602.05 Expiration Date: March 04, 2019 Approval Date: February 18, 2016 Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0710.01) 2. Drawing No. W03-9, titled "Series 300 Impact View Alum Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision II dated 12/04/15, preeared 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 per41 C, Tit3202-94 • 3) Water Resistance Test, per FBC, TAS 202-94:•0: • • • : ..:..' 4) Large Missile Impact Test per FBC, TAS 24r44 •• • • ...... • 5) Cyclic -Wind Pressure Loading per FBC, TILS 203-94 • 6) Forced Entry Test, per FBC 2411.3.2.1, anccT4S 202-94 • • along with marked -up drawings and installation diagram of a safes "Imp t•y4 w" • aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc.; Te%t Report No. FTL-8479, dated 01/14/16, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series "Impact View" aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3467, dated 03/31/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0710.01) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series "Impact View" aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3553, dated 03/31/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0710.01) • C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by A1-Farooq Corporation, dated 04/24/15 and revised on 02/01/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 E-1 ez, P.E. Product Cont of aminer NOA No. 15-0602.05 Expiration Date: March 04, 2019 Approval Date: February 18, 2016 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated. 06/19/14, eeriting on 05/21/16.. . • •• 2. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS; 1406 for flier :SAF, • • GLAS Polycarbonate Glass Interlayer", dated 12/19/13, expMft •8n 12/16/1.7. •.• .• F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edit i M (2014)', 1 of rrn.... financial interest, dated January 22, 2016, issued by Al-Fargo4:Corporatioh, signed •; and sealed by Javad Ahmad, P.E. . . • 2. Asset purchase agreement dated 03/20/14, signed by Mr... 4 abll Schmitz, Chief•••; Executive Officer and President, Trulite Intermediate Holding, LLC and.Ivir. Tim Morris, Jr., President and C.F.O., AWP Windows and Doors, LLC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA No. 13-0326.08, dated 04/20/15, signed by Mr. Kevin Barrett, Chief Financial Officer, Trulite Window & Door Solutions, LLC. 4. Statement letter for Name Change Request dated 07/15/14, issued by AWP Windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTL-8479, dated 01/14/16, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Idalmis Ortega, P.E. 6. Proposal No. 15-5909 issued by the Product Control Section, dated 09/04/14, signed by Manuel Perez, P.E. 7. Laboratory compliance letters for Test Report No.'s FTL-3467 and FTL-3553, both dated 03/31/03, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0710.01) • . • G. OTHERS 1. Notice of Acceptance No. 13-0326.08, issued to Trulite Window & Door Solutions, LLC for their Series "Impact View" Aluminum Fixed Window - L.M.I., approved on 06/06/13 and expiring on 03/04/19. E-2 Manuel Per .E. Product Control Ex iner NOA No. 15-0602.05 Expiration Date: March 04, 2019 Approval Date: February 18, 2016 t0 n 0 0 z • • • LOCKING POINTS - SEE CHART BELOW CAM LOCKS MULTI POINT LOCK (1) LATCH FOR WINDQW HEIGHT UPTO 36" (2) LATCHES FOR WINDOW HEIGHTS ABOVE 36" 1 WOW. HEIGHT UPTO NO. OF KEEPERS 26" 2 38-3/8" 3 63" 4 76" 5 SURFACE APPLIED FALSE MUNTINS OPTIONAL SERIES -1400 IMPACTVIEW ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2 AND 3. 6" MAX. HEAD/SILL CORNERS or 12 3/4' MAX. HEAD/SILL 2 t0 n 4J 0 0 z d. r a. 0 1 0 1' KcjI 0 BUTT HINGES OPTIONAL WINDOWS UPTO 38-3/8' HTS. REQUIRE 2 HINGES ONLY APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI--DADE COUNTY 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 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. 4 31 1/2" MAX. D.L. OPG. 36 3/8" MAX. VENT WIDTH 38 5/8' MAX. WINDQW WIDTH SINGLE VENT WDW, i0 6' MAX. HEAD/SILL CORNERS 2 1/2` 7" I ( I{ II.I CLUSTER OF 4 OR.6 ANCHORS AT HEAD & SILL SEE CHART ON SHEET 2 FOR CAPACITIES r 12 3/4' MAX. HEAD/SILL /N. �� i VENT HEIGHT 68 7/8" MAX. — j,- / / / / \ II \ II \�l 11 ! \I _--_____ �\ 1 oC .. a _.. _ -. _ / / E / / .o ( / \ \ \ \ \\\ 11 \ /// / /\ / \ \ f / / / / 1 I I� p I,.� .„ \ 4 31 5/8' MAX. D.L. OPG. 36 1/2' MAX. VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 76" MAX. WINDOW WIDTH co to z 0. BUTT HINGES OPTIONAL WINDOWS UPTO 38-3/8' HTS. REQUIRE 2 HINGES ONLY BOT. HINGE DUAL VENT WDW, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0818.03 Expiration Date 1 ' 5/2021 CENTER HINGE ffilimaLj O q h e M Qf " rgtoql cgog BNrr2 01 O O g Q W 7E ^ IL z rn_ ,a8.. awe€ C • 74 • •.,.••• • '•1 • 1 • • • • 1 1 • • • • • • 4 • •` LAMINATED GLASS INSUL, LAM. GLASS LARGE MISSILE IMPACT in 0 E •. • •, 0 0 N •) 0 N 0 • • 0 •• • •, •• •• • 113 0 0 0 0 0 Pi H th 0 8 us - 0 0 V 0 0 0 0 0 v C 0 0 0 n drawing no. WO1--52 sheet 1 of 7 ) • • • • DESIGN LOAD CAPACITY - PSF FOR ( X) SIZES WINDOW DIMS. GLASS TYPES B', C' & 'D' GLASS TYPE T WIOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8" 1NT.(-) 75.0 75.0 65.0 65.0 26-1/2" �3) 75.0 75.0 65.0 65.0 37" 65.0 75.0 75.0 65.0 65.0 19-1/8"38-3/8" 75.0 75.0 75.0 65.0 65.0 28-1/2"(4) 65.0 75.0 75.0 65.0 65.0 37" 65.0 75.0 75.0 65.0 65.0 19-1/8"50-5/8" 75.0 75.0 65.0 65.0 26-1/2"(5) 75.0 75.0 75.0 65.0 65.0 37' 65.0 75.0 75.0 65.0 65.0 _ 19-1/8' 75.0 75.0 65.0 65.0 26-1/2' 6} 75.0 75.0 65.0 65.0 37' 75.0 75.0 75.0 - - 19-1/8' 65.0 75.0 75.0, 85.0 65.0 28-1/2"(7) 74-1/4" 75.0 75.0 - - 37' 63.1 75.0 75.0 - - 12' 37' 53-1/8" 74' 75.0 75.0 65.0 65.0 18' ' 75.0 75.0 75.0 65.0 65.0 24" 24' 75.0 75.0 65.0 65.0 30" (3) 75.0 75.0 65.0 65.0 36" - 75.0 75.0 65.0 65.0 36" 65.0 75.0 75.0 65.0 65.0 12' 59.9 75.0 75.0 65.0 65.0 18" - 75.0 75.0 65.0 65.0 24" 36" 75.0 75.0 65.0 65.0 30' (3) 75.0 75.0 65.0 65.0 36" 65.0 70.7 70.7 65.0 65.0 38" 75.0 66.9 66.9 65.0 65.0 12' 65.0 75.0 75.0 65.0 65.0 18" 75.0 75.0 75.0 65.0 65.0 24" 46' 75.0 75.0 65.0 65.0 30' (4) 75.0 75.0 65.0 65.0 36" 65.0 70,7 70.7 65.0 65.0 38" 24' 35" 48' 60' 72' 78' -66.9 66.9 65.0 65.0 12" 75.0 75.0 75.0 65.0 65.0 18' 65.0 75.0 75.0 65.0 65.0 24' 60' 75.0 75.0 65.0 65.0 30' . (5) 75,0 75.0 65.0 65.0 36" 75.0 70.7 70.7 - - 38' 65.0 66.9 66.9 - - 12' 66.9 75.0 75.0 65.0 65.0 18" 65.0 75.0 75.0 65.0 65.0 24' 72" 75.0 75.0 65.0 65.0 30' (6) 75.0 75.0 - - 36' 65.0 70.7 70.7 - - 38' 75.0 66,9 66.9 - - 12" 65.0 75.0 75.0 65.0 65.0 18' 68.4 75.0 75.0 65.0 65.0 24" 76' 75.0 75.0 65.0 65.0 30' (7) 75.0 75.0 - - 36" 75.0 75.0 75.0 - - 38" _ 74.0 74.0 - - () • NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PS) FOR ( X() SIZES CLUSTER OF 4 ANCHORS AT IMPOST LOCATION CLUSTER OF 6 ANCHORS AT IMPOST LOCATION WINDOW DIMS. GLASS TYPES B. 'C & 'D' GLASS TYPE 'E' GLASS TYPES 'B', "C k •D' GLASS TYPE 'E' WIDTH HEIGHT DCT.(+) 1NT.(-) EXT.(+) 1 NT.(-) DCT.(+) 1NT.(-) DCT.(+) 1NT.(-) 37' 53-1/8' 74' 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 (3) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 37' 53-1/8" 74' 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 38-3/8' {4} 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 37'50-5/6" 53-1/8"(5) 74' 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 63.1 63.1 63.1 63.175.0 75.0 65.0 65.0 37' 53-1/8" 74' �8) 75.0 75.0 65.0 65.0 ' 75.0 75A 65.0 _ 65.0 70.6 70.6 65.0 65.0 75.0 75.0 65.0 65.0 50.7 50.7 - - 75.0 75.0 - - 37'75.0 53-1/8' 74" 74-1/4' 75.0 65.0 65.0 75.0 75.0 65.0 65.0 59.9 59.9 - - 67.0 67.0 - - 43.0 43.0 - -- 50.6 50.6 - - 24' 36' 48" 60' 72' 76' 24" (3) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 85.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 _ 65.0 65.0 24' 35" 48' 60' 72' 78' 36' (3) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 r 65.0 75.0 75.0 65.0 65.0 70.7 70.7 65.0 65.0 70.7 70.7 65.0 65.0 66.9 66.9 65.0 65.0 66.9 66.9 65.0 85.0 24' 36" 48" 60" 72' 76' 48' (4) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 68.4 68.4 65.0 65.0 70.7 70.7 65.0 65.0 64.8 64.8 64.8 64.8 66.9 66.9 65.0 65.0 24' 36" 48' 60" 72" 76' 60' (5) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 65.7 65.7 65.0 65.0 75.0 75.0 65.0 65.0 54.7 54.7 - - 70.7 70.7 - - 51.8 51.8 - - 66.9 66.9 - - 24' 36' • 48" 60' 72' 76' 72" (6) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 68.4 68,4 65.0 65.0 75.0 75.0_ 65.0 65.0 54.7 54.7 - - 66.3 66.3 - - 45.6 45.6 - L - 57.1 57.1 -- - 43.2 43.2 - - _ 54.8 54.8 - - 24" 36' 46' 60" 72" 76' 76" (7) 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 75.0 75.0 65.0 65.0 64.8 64.8 64.8 64.8 68.4 68.4 65.0 65.0 51.8 51.8 - - 56.0 56.0 - - 43.2 43.2 - - 48.0 48.0 - - 40.9 40.9 - - 46.0 46.0 -- - ( ) • NO. OF ANCHORS PER JAMB an 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE - .070" Interloyer SAF -CLAS Polycarbonate By 'SAF-GLAS, LLC.' -.015" URETHANE ADHESIVE r1/8" HEAT STREN'D GLASS SIUCONE GE 2800 GLASS TYPE 'C' 3/16" ANN. GLASS .120" Interlayer Uvekol S By 'Allnex USA, Inc.' 3/16" ANN. GLASS SIUCONE GE 2800 GLASS TYPE 'E' 1/8" HEAT STREN'D GLASS .090' Interlayer Saflex Clear And Color Gloss By 'Eostman Chemical Co: 1/8" HEAT STREN'D GLASS SILICONE GE 2800 i 5 Io GLASS TYPE 'B' 1/8" HEAT STREN'D GLASS .120" Interloyer Uvekol S By 'Annex USA, Inc.' 1/8" HEAT STREN'D GLASS 00 MUT SILICONE GE 2800 GLASS TYPE 'D' i• ••1 ••4 •1 ••i •• ••• • • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0818.03 Expiration Date 10/25/2021 By Miami h 2016 GLAZING OPTIONS '! 0%011 Ills F .; ION`.•' & 8 2 ..' c •` •• •' 1• •• • 0 '0 0 ;11 - V ID 0 0 x � J v drawing no. WO1-52 sheet 2 of 7 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES 'WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) IHT.(-) 19-1/8" EXT.(+) 65.0 65.0 58.0 58.0 26-1/2' (3) 65.0 65.0 58.0 58.0 37' 58,0 65.0 65.0 58.0 58.0 19-1/6' 38-3/8"4 65.0 65.0 58.0 58.0 26-1/2" 58.0 65.0 65.0 58.0 58.0 37" 65.0 65.0 65.0 58.0 58.0 19-1/8' 65.0 65.0 65.0 58.0 58.0 28-1/2" 50- (5) 8' 65.0 65.0 58.0 58.0 37"• 65.0 65.0 65.0 58.0 58.0 19-1/8" 58.0 65.0 65.0 58.0 58.0 26-1/2' (6) 65.0 65.0 58.0 58.0 37" 65.0 65.0 65.0 _ 58.0 58.0 19-1/8' 74-1/4" 65.0 65.0 58.0 58.0 26-1/2' (7) 65.0 65.0 58.0 58.0 36-3/4" 58.0 65.0 65.0 57.8 57.8 19-1/8' 58.0 65.0 65.0 - - 26-1/2" (7) 65.0 85.0 - - 36-3/4" 58.0 61.4 61.4 - - 12" 65.0 65.0 65.0 58.0 58.0 18" 65.0 65.0 65.0 58.0 58.0 24' 24' 65.0 65.0 58.0 58.0 30' (3) 65.0 65.0 58.0 -58.0 36' 43.0 65.0 65.0 58.0_ 58.0 12' 37"" 53-1/8" 72-1/4'N.._43.0 65.0 65.0 -58.0 58.0 16' 65.0 65.0 65.0 58.0 58.0 24' 36' 65.0 65.0 58.0 58.0 30' (3) 65.0 65.0 58.0 58.0 36' 57.8 65.0 65.0 58.0 58.0 12' 58.0 65.0 65.0 58.0 58.0 18' 65.0 65.0 65.0 58.0 58.0 24' 46" 65.0 65.0 58.0 58.0 30' (4) 65.0 65.0 58.0 58.0 36' 58.0 65.0 65.0 58.0 58.0 12" 65.0 65.0 65.0 58.0 58.0 18' 58.0 65.0 65.0 58.0 58.0 24" 60" 65.0 65.0 58.0 58.0 30' (5) 65.0 65.0 58.0 58.0 36" 58.0 65.0 65.0 58.0 58.0 12' 65.0 65.0 65.0 58.0 58.0 18' 58.0 65.0 65.0 58.0 58.0 24" 72' 65.0 65.0 58.0 58.0 30` (6) 65.0 65.0 58.0 58.0 36" 65.0 65.0 65.0 58.0 58.0 12' 58.0 65.0 65.0 58.0 58.0 18' 24' 36" 48' 60' 72" 76' 65.0 65.0 58.0 58.0 24' 74-1 /4" 65.0 65.0 58.0 58.0 30' (7) 65.0 65.0 58.0 58.0 36' 65.0 65.0 65.0 58.0 58.0 12" 58.0 65.0 65.0 58.0 58.0 18" 65.0 65.0 . 65.0 58.0 58.0 ' 24' 76' 65.0 65.0 58.0 58.0 30' (7) 65.0 65.0 58.0 58.0 35-7/8' 55.0 62.8 62.8 54.7 54.7 ( ) - NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF FOR ( ICE ) SIZES CLUSTER OF 4 ANCHORS AT 1MP0ST LOCATION CLUSTER OF 6 ANCHORS AT IMPOST LOCATION WINDOW DIMS. GLASS TYPE `F' 0" GLASS TYPE 'F' GLASS TYPE '0' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1Nr.(-) EXT.(+) ANT.(-) EXT.(+) 1NT.(-) 37" 53-1/8' 74' �3) 65.0 65.0 58,0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 _ 65.0 58.0 58.0 65.0 65.0 58.0 56.0 37' 53-1/8"(4) 74" "38-3/8" 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 37' 53-1/8"(5) 74' 50-5/8' 65.0 65.0 58.0 ' 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 63,1 63.1 58.0 58.0 65.0 65.0 58.0 58.0 37' 53-1/8. 74' �5) 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 50.7 50.7 50.7 50.7 65.0 _ 65.0 58.0 58.0 37' 53-1/8'(7) 74' 74-1/4' 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 59.9 59.9 58.0 58.0 65.0 65.0 58.0 58.0 43.0 43.0 43.0 43.0 65.0 65.0 57.8 57.8 37"" 53-1/8" 72-1/4'N.._43.0 ��) 65.0 65.0 - - 65.0 65.0 58.0 58.0 59.9 59.9 - - 65.0 65.0 58.0 58.0 43.0 - - 61.5 61.5 57.8 57.8 24' 36" 48' 60' 72' 76' 24' (3) 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65,0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 _ 56.0 55.0 65.0 58.0 58.0 24' 36" 48" 60" 72' 76' 38' (3) 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65,0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 56.0 85.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 24' 36" 48' 60' 72" 76' 48' (4) 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0- 65.0 58.0 58.0 65.0 65.0 58.0 58.0 64.6 64.8 58.0 58.0 65.0 65.0 55.0 58.0 24' 36' 48' 60' 72" 76' 60" (5) 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 _ 58.0 65.0 65.0 55.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 56.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 55.0 58.0 65:0 65.0 58.0 55.0 65.0 65.0 r 58.0 58.0 51.8 51.8 51.8 51.8 65.0 65.0 58.0 58.0 24' 36' 46' 60' 72' 72" (6) 65.0 65.0 58.0 58,0 65.0 65.0 58.0 _ 58.0 65.0 65.0 58.0 58.0 85.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 56.0 54.7 54.7 54.7 54.7 85.0 65.0 58.0 58.0 45.6 45.6 45.6 45.6 65.0 65.0 58.0 58.0 24' 36' 48" 60" 70-1/8" 72-1/4' 76' (7) 65.0 65.0 58.0 58.0 65.0 65,0 58.0 58.0 65.0 65.0 58.0 58.0 65.0 65.0 58.0 58.0 64.8 64.8 58.0 58.0 85,0 65.0 58.0 58.0 51.8 51.8 51.8 51.8 65.0 65.0 58.0 58.0 43.2 43.2 43.2 43.2 65.0 65.0 54.7 54.7 43.2 43.2 _ - - 61.5 61.5 - - {) • NO. OF ANCHORS PER JAMB 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8' HEAT STREN'D GLASS .090' Interlayer Saflex Clear Md Color Gloss By 'Eastman Chemical Co.' 1/8' HEAT STREN'D GLASS DURASEAL SPACER BY 'QUANEX SILICONE DOW CORNING 899 GE 2800 GLASS TYPE 'F' 11/16° OVERALL INSUL. LAM. GLASS 1/8' ANN./TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS 090' Interlayer Soflex Clear And Color Gloss By 'Eastmon Chemical Co? 1/8" ANN. GLASS DURASEAL SPACER BY 'QUANEX' SILICONE DOW CORNING 899 GE 2800 GLASS TYPE 'G' 11/16" OVERALL INSUL. LAM. GLASS EXTERIOR PLY OF GLASS TYPE 'G' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT RATING. • •I • • ■ ••• . • •. ••� ••! •• 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 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0818.03 Ex 'ration Date 10/25/2021 FEB 2 4 2016 By ICIAOLPEr- MlamDade Product bon t o C J N Ir 0 0 CI 0 11-1 > c0 zd.a� 0 ^ n 0 co Z • 0 M 04m • 41 3 03.-V• 03.-V" (305) B83-1309 • • • C 0 tO z •• •1• iti 0 v 0 • 0 0 0 N N N 0 10 1- N 0 0 0 a c drawing no. W01--52 (sheet 3 of 7) LOCATION OF ANCHOR CLUSTER AT IMPOST AT XX WINDOWS ONLY EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK EDGE DIST:- N TYPICAL ANCHORS SEE ELEVS. FOR SPACING #7 X 5/8" F.H. THREAD CUTTING SCREWS 2 PER HINGE rIMIAMI-DADE COUNTY APPROVED I (MULLION & MULLION ANCHORS SEE SEPARATE NOA (EDGE DIST. ► EDGE GIST. �� �_ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DOW HEIGHT Z N S u) / 44 . A EDSE -GIST. - ,•4 .4 TYPICAL ANCHORS SEE ELEV. FOR SPACING da ' • . 40C�TlOJaf • OF ' ANCHOR CLUSTER AT IMPOST AT XX WINDOWS ONLY 4 I. • • 2BY WOOD BUCK OR WOOD STR GE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 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 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILUNG SCREW$ (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (5063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • . • •• X12 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) • • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. 7HK. = 1/814): (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. • INTO WOOD STRUCTURE = 1" MIN. (UNLESS SPECIFIED OTHERWISE). INTO METAL STRUCTURE = 3/4" MIN. •. .. •• .. WOOD 'AT HEAD, SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0818.03 Expiration Date 10/ 5/2021 By Miami Da•e ro FEB 2 4 2016 Z C >n Q EggiaoLlf H 0Eli ed re D u. 8Pr2 e g O o Paco °+ Q DE - Wwg'r • 622 0 < ) rrur 0 4 O a u c ) drawing no. W01-52 (sheet 4 of 7 ) 1/4" SHIM MAX. 2 1/2" X 7/8" X 1/13" 2-3/4" LONG SNUBBER ANGLES AT 12" FROM HEAD/SILL . AND AT MIDHEIGHT 110 X 3/4" SMS 2 PER ANGLE WOOD WOOD BUCK OR STRUCTUR, 0 0 1 1/4" MAX. SHIMS 9 0 . 1BY WOOD BUCKS s TYPICAL ANCHORS SEE ELEV. • FOR SPACING 1 1/4" EXTERIOR D.L. OPG. VENT WIDTH WINDOW WIDTH a v . W 0 W TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM METAL STRUCTURE SINGLE VENT WINDOWS ,, EXTERIOR D.L. OPG. VENT WIDTH MIAMI-DADE COUNTY APPR,D MULLION SEE SEPARATE NOA WINDOW WIDTH EXTERIOR 1/4" MAX. SHIM r 1BY WOOD BUCKS TYPICAL. ANCHORS SEE ELEV. FOR SPACING D.L. OPG. VENT WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0818.03 Expiration Date 10/2 2021 1- FEB 2 4 2016 '•. s,ft � „...4.4 sF 5 r Vl co O M FW • rp 0. 1ip Opp tg E O QH O otmi1Lzu) Jig — Q HE • • •• •••0 •••1 4/042 • ••• 100* • •• • 0000 • • • • • • •• yvv c 8 8 3 •g7 • • • • • • • J in cc 0 G FAX (305) 883-1309 • O 0 0 1 N 1•111. N t • • • r0 0 0 N o o 0 c 0 0 t 0 s •0 ) a 0 drawing no. W01-52 sheet 5 of 7 sheet 6 of 7 ) 2.964 FRAME VENT PLASTIC END CAPS ST. STEEL PIN 4.484 4.684 #10 X 1/2' FH THREAD CUTTING SCREWS BUTT HINGE 4.200 3.500 1.000 i .510 J� 1--"' .062 —' 1.315 2.785 .266— IMPOST GLAZING BEADS (LAM. GLAS S) 46 GLAZING BEAD (INSUL. LAM. GLASS) ITEM PART # -,QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 YE -1401 4 FRAME 6063—T5 — 2 YE -1402 4 VENT 6063—T5 - 3 YE -1404 1 CENTER POST 6063—T5 — 4 YE -1403 AS REQD. GLAZING BEAD (LAM. GLASS) 6063—T5 — 4A YE -1409 •AS REQD. ALT. GLAZING BEAD (LAM. GLASS) 6063-75 — 4B YE -45 AS REQD. ALT. GLAZING BEAD (INSUL LAM. GLASS) 6063—T5 — 5 j8 X 1' AS READ. FRAME AND VENT ASSEMBLY SCREWS — — 6 YH-1409W AS READ. BULB WEATHERSTRIPPING VINYL SULUVAN & SULLNAN 7 YH-920 AS READ. LEAF WEATHERSTRIPPING VINYL SULLNAN & SULLNAN 8 31858/31882 2/ VENT 2 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH 8A YH-650 3/ VENT BUTT HINGES (ALT. TO BAR HINGES) — ATTACHED W/ (6) #10 X 1/2' FH SCREWS 9 YH-1420 SEE ELEV. FACE MOUNT LOCK ZAMAK TRUTH, AT 13-1/2" FROM 80T. & 17—i/2' FROM TOP 10 YH-1410 1/ LOCK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL YALE, AT 13-1/2' FROM BOT. & 17-1/2' FROM TOP 11 YH-1453 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH, AT 12' FROM ENDS 12 YH-1411 1/ CORNER FRAME CORNER KEY — YALE (7/8' X 2' X 1/8' X 2' LONG) 13 YH-1408 1/ CORNER VENT CORNER KEY — DECO 14 YH-1460 1/ CORNER FRAME CORNER KEY ALUMINUM 2-1/4" X 2-1/4' X 1-5/32' X 1/16' 15 YH-1622 AS REQD. GLAZING GASKET (INSUL LAM. GLASS) VINYL DUROMETER 70±5 SHORE A 16 YH-622 AS REOD. GLAZING GASKET (LAM. GLASS) VINYL DUROMETER 70±5 SHORE A 17 — AS READ. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A • • • z• - y g o. o�cot O km:5 • OtEet O 1 • -O • W W2 C • ••• • •J•. •••• �• • Se 5 J -J Vf 0 0 zQau1 M t‘) Cs N I aarieto• FAX (305) 883-1309 • •• • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0818.03 Ex . !ration Date 101 2021 By Miam FEB 242016 a• e Pro • uct 0 a '0 o) •• • •• 4, S n Mme• v 0 0 S ri ,o 0 07 0 • a drawing no. WO1-52 IMPOST COPING FRAME CORNER VENT CORNER • • .. • .• ..• • •• ••• • •• ••• • • • ••• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0818.03 Ex •'ration Date 10/25/2021 /- 116 116 G 1o, P gz 1:44 0t �Q ti o Loo g askvi ow et J It 2 c � Y•• • ) M• • 1 ) 1• • 1•• • O d • 1• W N 1•• ,•.Cao W N v 1 •i: G 5 4153 S• rt.} Zg • 0 e a 0 /7 e ro V drawing no. WO 1— 52 (sheet 7 of 7 . •• + • • • • • • •• • • • • z w J O O z W. LENGTH W. LENGTH WINDOW WIDTH 1 ISI L WINDOW WIDTH O z WINDOW WIDTH WINDOW WIDTH 1- 1 W. LENGTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. LENGTH WINDOW WIDTH WINDOW WIDTH W. LENGTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. O co FALSE MUNTINS SURFACE APPLIED -7 10 3/4" MAX. FROM ENDS 0 VrIIjI L. HEAD/SILL 4 1 1 t D.L. OPG. ' - U t Ft 1 II II H �� i-1 1 1 � fit----- 1 i - 1 1 10 3/4" MAX. I — I 11 ---+ T 1 1 F ----q--/ 1 11 111 i� / IT/ 1 1 1 IT 1 FF 4-1 I I I — I I I I ' 1 1 ------11- I I I 1 ' 1 1 I 1 I I I 1 _1 1- 4 Q 11I I 1 11 1 1 ,i II 1t---- 11 11 11 ' 1 f f t l 109 1 3/4" I ! o- D.L. OPG. 114" in SERIES `300 IMPACT VIEW' ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. TYPICAL ELEVATION TESTED UNIT LJ 0 l 0 1-w cgOp a jN maE O i u�l h o 2 W M M • r • u1 z -J Iii _Z to J 45 40 Q W 41 g • • • • •• • • •••• •••• • •• •• u=1 a W x l%. • I— a▪ _ S W J 0 01:.1 < Z g • •1. ®•M1• • Z i Z o ••et 3.po •• (305) 883-1309 • • PRODUCT REVISED • • • as complying with the Florida 6 09 3wilding Code • - , Acceptance No [���2 0 5 • Ex iration Date . WNW ' 4iarni Dade Product Contro THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CML FLA. PE # 70592 C N. 3 '38 09 29Et' c 0 0 0 a L U vo • • • W Z 7 Q • •• .• N 0 0. • N z REV. PER RER COMMENTS n 4-. 0 O N tri 0 ri N N O N O O O 0 w 0 n 0 0 0 m 0 0 1 0 u dr. by: HAMID a drawing no. W03-39 sheet 1 of 6 DESIGN LOAD CAPACITY -- PSF WINDOW DIMS. GLASS TYPE 'B' GLASS TYPE 'C' WIDTH LENGTH EXT.(+) INT,(-) EXT,(+) INT.(-) 36" 42" 48" 54" 60" 66" 72" 19-1/8" 26-1/2"26 37" 53-1/8" 66.7 66.7 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 50,0 50.0 80.0 80.0 45" 50.0 50.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 36" 42" 48" 54" 60" 66" 72" 19-1/8" 26-1/2"50-5/8" 37" 53-1/8' 66.7 66.7 80.0 80.0 80.0 50.0 ' 50.0 80.0 80.0 64.9 50.0 50.0 50.0 80.0 60" 44.4 44.4 80.0 80.0 80.0 40.0 40.0 80.0 80.0 80.0 40.0 40.0 80.0 80.0 80.0 40.0 40.0 80.0 80.0 36" 42" 48" 54" 60" 66" 72" 19-1/8' 26-1/2"74-1/4" 37" 53-1/8" 66.7 66.7 80.0 80.0 80.0 50.0 50.0 80.0 80.0 72" 50.0 50.0 80.0 80.0 44.4 44.4 80.0 80.0 40.0 40.0 80.0 80.0 36.4 36.4 72.7 72.7 33.3 33.3 66.7 66.7 36" 42" 48" 54" 60" 66" 72" 84" 66.7 66.7 80.0 80.0 50.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 44.4 44.4 80.0 80.0 40.0 40.0 80.0 80.0 - - 72.7 72.7 - - 66.7 66.7 36" 42" 48"96" 54" 60" 66" 64.8 64.8 80.0 80.0 50.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 44.4 44.4 80.0 80.0 - - 80.0 80.0 - - 72.7 72.7 36" 42" 48" 54" 60" 108" 63.2 63.2 B0.0 80.0 50.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 - - 80.0 80.0 - - 80,0 80.0 36" 42" 48" 54" 60" 114" 62.5 62.5 80.0 80.0 50.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 36" 42"120" 48" 54" 61.9 61.9 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 36" 42" 48" 132" 60.9 60.9 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 36" 42" 144" 60.2 60.2 80.0 80.0 - - 80.0 80.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'B' GLASS TYPE 'C' WIDTH LENGTH EXT,(+) INT,(-) EXT.(+) INT.(-) 19-1/8" 26-1/2"26 37" 53-1/8" " 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2"38-3/8" 37" 53-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 64.9 64.9 80.0 80.0 62.5 62.5 80.0 80.0 19-1/8" 26-1/2"50-5/8" 37" 53-1/8' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 64.9 64.9 80.0 80.0 47.4 47.4 80.0 80.0 19-1/8" 26-1/2'63" 37" 53-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 64.9 64.9 80.0 80.0 45.2 45.2 80.0 80.0 19-1/8' 26-1/2"74-1/4" 37" 53-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 64.9 64.9 80.0 80.0 45.2 45.2 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). EXTERIOR OPTIONAL 3/16" ANN. GLASS W L NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 3/16" HEAT STREN'D GLASS .090" Interlayer Saflex Clear- And Color Glass By .090" Interloyer 'Eastman Chemical Co.' Saflex Clear And Color Glass OR By 'Eastman Chemical Co.' .100" Interloyer SAF -CLAS Polycarbonate By 'SAF-GLAS. LLC.' 3/16" ANN. GLASS SILICONE PECORA 895 G.E. SILGLAZE II SCS2800 SCHNEE-MOREHEAD SM5731 O 3/16" HEAT STREN'D GLASS SILICONE PECORA 895 G.E. SILGLAZE II SCS2800 SCHNEE-MOREHEAD SM5731 AT 1/4 POINTS ON LITES m Z CO WIDER THAN 36" Z m V) a tn U) t GLASS TYPE 'B' 15 rn 7/16" OVERALL LAM. GLASS rn GLAZING OPTIONS AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS PRODUCTREVISED as complying with the Florida Building Code q 5- 0 6 0 2,0 5 Acceptance No Expiration Date 9y 1111 /• 4ian' adeProduc Engr: JAVA!) AHMAD CIVIL FLA. PE r1E 70592 C . 3538 2019 J Z co 0 PI Z N F g O0 o O MI OQt 882 0 part • o 01 8 O aoa r O r(222 H Q W cn f;LZN -o (D a 0 2 0 • • • •• • •••• • • • •••• •• •• 7 • . 1 • • • • • . •• • W X z J - J (n O 0 0 auj co co c. H. 3•.~^d.C7 0•7 zd13 r W -j etr CO • • • FAX (305) 883-1309 c •• •. in 0 ,> v • • • • 0 N 4) '0 •• e. a: 4 • • ti N 0 1 z 4) 0 0 N 0 N ri 0 e 1 0 e 0 0 0 0 W 4 0 x L 0 0 0 s 0 :9 c • •• • • • • •• • • • drawing no. W03-39 sheet 2 of 6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS, GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT.(+) INT.(-) EXT.(+) INT,(-) 36" 42" 48" 54° 60" 66" 72" 48" 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 68.0 68.0 80.0 80.0 65.3 65.3 80.0 80.0 57.5 57.5 80.0 80.0 51.1 51.1 80.0 80.0 - - 80.0 80.0 36" 42" 48" 54" 60" 66" 60" 66.0 66.0 80.0 80.0 60.0 60.0 80.0 80.0 57.5 57.5 80.0 80.0 53.5 53.5 78.5 78.5 - - 70.7 70.7 - - 70.7 70.7 36" 42"72" 48" 54" 70.0 52.5 52.5 80.0 80.0 47.0 47.0 80.0 80.0 - - 80.0 80.0 - - 78.5 78.5 36" 42' 48" 84" 42.3 42.3 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 36"96" 42" 79.8 - - 77.3 77.3 - - 71.1 71.1 36" 108" - - 72.0 72.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'D' GLASS TYPE `E' WIDTH LENGTH EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2"26" 37" 53-1/8" 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 19-1/8" 26-1/2"38-3/8" 37" 53-1/8" 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 50-5/8" 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 63.7 63.7 80.0 80.0 19-1/8" 26-1/2"63" 37" 53-1/8" 70.0 70.0 80.0 80:0 70.0 70.0 80.0 80.0 60.9 60.9 80.0 80.0 51.5 51.5 79.8 79.8 19-1/8" 26-1/2"74-1/4" 37" 53-1/8" 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 47.1 47.1 80.0 80.0 - - 79.8 79.8 19-1/8" 26-1/2" 37" 53-1/8" 76" - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 79.8 79.8 1 /8" ANN./TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eostman Chemical Co.' DURASEAL SPACER BY 'QUANEX' SILICONE DOW CORNING 899 GE 2800 AT 1/4 POINTS ALL SIZES GLASS TYPE 'D' 11/16" OVERALL INSUL. LAM. GLASS J W L NOTE; WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. N 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' PRODUCT REVISED is complying with the FLotida Codc 1 5 0 6 0 5 1/8" HEAT STREN'D GLASS A3uitdingcceptanceNo 2 0 Expiration Date Urtica 1 3y '4 '� 4i b tide Product ontr (S.M.L) EXTERIOR PLY OF GLASS TYPE 'D' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT RATING. SILICONE DOW CORNING 899 GE 2800 DURASEAL SPACER BY 'QUANEX' GLAZING OPTIONS AT 1/4 POINTS ALL SIZES GLASS TYPE 'E' 11/16" OVERALL INSUL. LAM. GLASS 2019 Engr: JAVAD AHMAD CML FLA. E # 70592 C 1. 3538 9 2016 • • • •. eh` V z Ozw (C CV N 0 0q 01 mot- L. 000 U) oO>M 8 a0 a M logrt lleta iWN_ JoDQ i 462€0 COMP—ANL\W03-39YO • • • ••• ••• • •• • • • • • • • • • • • .• • 1 J MPACT VIEVe ALUM FIXE w N ( n w zap QY~ 01' M 3►ti• Q •� z to 0 3d CO (305) 883-1309 TEL. (305) 887-2646 0 U) .5 •I • .: c 0 a 0 U} m • •• • .• •. • A 2 x Z .0 0) d 90 N 0 e 0 0 0 ro m 0 1 iV 0 H dr. by: HAMID .0 U J ) drawing no. W03-39 sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING Y w x 0 0 z II II 14 II II II 1I I1 II II 11` I' II • A d 0 J a 4. • EDGE • DIST. • TYPICAL ANCHORS SEE ELEV. FOR SPACING /PICAL ANCHORS EE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. r L THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS 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) 1/4" DIA. TAPCON WITH ATT BY 'ITW' (Fu=125 KSI, Fy=100 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) DIRECTLY INTO CONC. OR MASONRY MIAMI—DADE COUNTY APPROVED it 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) MULLION & MULLION ANCHORS I SEE SEPARATE NOA EDGE 111 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIST. #12 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED FIo»3da [IS complying with die Isuilding Code .Acceplance No 13: iration Date Tay Iiami site PlOdtlei Conti. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. • • • •• • •••• • .••• O h 7 W . t 2 • Op O N x O ttn � o>M M o aaa a_ V• oLno a 6a.' N J 58a — 0 L• ig CO 1.4 Co WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.• • • • • ; CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 P I• i* TYPICAL ANCHO SEE ELEV. FOR SPACING SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH GE SILICONE SEALANT. 02,05 2019 Engr: JAVAD AHMAD CML FLA. P fi 70592 C.A. , 3538 • • • •• • 0 >- rn M J 0- 0 0 0 w x J Q a i 0 0 W vi O 0 D (305) 883-1309 0 •. • o� re O a 0 y • • • •• e• a J G) 0 0 N N 0 pi N h ri N 0 ID O 40 0 0 O w x dote: 06-10-03 se • csi a u N A .0 drawing no. W03-39 (sheet 4 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING w 1/2' 2BY OOD BUC OR OD STRUCTURE 1/4" SHIM MAX. D.L. OPG. EXTERIOR WINDOW WIDTH 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI--DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH w PRODUCT REVISED os complying with the Florida0 0 Building Code 5 0 Acceptance No 1 l xoiration Date 2019 By ),Iiami o Product Contra 1/4" MAX. SHIM WIWI blii= IW 111 iL METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: JAVAD AHMAD CML FIA. ° 19 70592 C . 3536 0 9 2076 rti9"t) z o i- �a°- 00 • J g a. cg O t'n ti 0o of M O d l] Q O °3 a • NO • wj� m y J zE a 0 N 03 i 0 • •• •• •• • • ••< • • •• •• • • • •• • • •• COMP —ANL\W03-39YO x J 5 1- c W J J In CC O Z Q� Q• • Z!t • CP • LL• z • d Q v Z io (305) 883-1309 • • C 0 N 0 0 L 0 0 0) .a • •• • o• LL • N O .0 0 ri N 0 ri N io 1- N O o; 0 O 0 t0 W 1 0 1') 0 �o 0 0 0 • dr. by: HAMID ) drowing no. W03-39 (sheet 5 of 6 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARICS 1 YE -68 4 WINDOW FRAME 6063—T5 — 2 YE -1405 AS REQD. GLAZING BEAD ( LAM. GLASS) (OPTIONAL) 6063—T5 — 2A YE -45 AS REQD. GLAZING BEAD ( INSUL. LAM. GLASS) 6063—T5 — 3 YE -816 4 COVER PLATE 6063—T5 — 4 YH-1465 4 FRAME CORNER KEY 6063—T5 — 5 YH-622 AS READ, GLAZING VINYL VINYL SULLIVAN 6 YF -10 2/ CORNER FRAME ASSEMBLY SCREWS — #8 X 1' PH SMS 7 — AS REQD. SETTING BLOCKS EPOM DUROMETER 8Of5 SHORE A WINDOW FRAME .817 .045 0 GLAZING BEAD (LAM. GLASS) .762 f I .690 O GLAZING BEAD (INSUL. LAM. GLASS) WELDED JOINTS AT CIRCULAR WINDOWS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 2 , 0 Ex 'r3lion Date drawing no. sheet 6 of 6 SERIES -4200 / 6200 FIXED IMPACT WINDOW FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) WINDOW tHEIGHTWINDOW T, LEG Ir HEIGHT T WINDOW HEIGHT L (--------------- MATH WINDOW WIDTH OUARTER-ROUND ELEVATION WINDOW WIDTH HALF—ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW WINDOW HEIGHT T WINDOV HEIGHT L WINDOW HEIGHT WINDOW VIDTH L\WINDOV VIDTH l WINDOW WIDTH J HEXAGON TYPICAL ELEVATION RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION WINDOW HEIGHT LEG HT, i WINDOW HEI Y f' \b_WINDOW J T HEIGHT L WINDOW WIDTH .,J FUI L ROUND TYPICAL ELEVATION II WINDOW VIDTH WINDOW VIDTH L RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION WINDOW HEIGHT L ,------,r 1 \ / WINDOV HEIGHT LL / �\ WINDOW HE GH - j LEGHT, WINDOW VIDTH WINDOW WIDTH WINDIDTH OW - .LEGGED EYE BROW ELEVATION OVAL TYPICAL ELEVATION . QUARTER—ROUND ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SHOW 1N DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. Tj WINDOW HEIGHT I ` \ / WINDOW HEIGH WINDOV WIDTH WINDOW WIDTH OCTAGON TYPICAL ELEVATION "ELLIPTICAL" TYPICAL ELEVATION a 0 0 t0 74,000' WINDOW WIDTH 70.812' D.L. OPG. 2' MAX. TYP.1 6'#MAX, TYP, AT CORNERS 12' MAX. TYP. TYPICAL ELEVATION TESTED UNIT N OTE; MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. PRODUCT REVISED as complying with the Florida Building Code f'� 16 Acceptance No �: � LJ . Edo Da 411111k,r:. r. tiaml ' ado Product Conho EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL, WINDOWS ARE L.M. IMPACT MIAMI—DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1.300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) .ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 Sc 5. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAM[—DADE COUNTY APPROVED PRODUCTS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL 1N CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED .AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. • • • •• •••• • .•.• ••• • .•• ••.•I • •. •. ••••I • • . . •• (0 (o M M a O -r. O OO a } 0 L'z o W = 00 : o. 0 O to OD I t0 cn n yU Fi IMPACT F GE FRAME 0 0 ca 0 N 0 • I. 0 CO •I,- a • 0 r • . • 0 • • w • 0 • N • .� Id • ••• • • •• • • ••• • • • ••a • ••r• ••• .• • • • . CD•• 101• • ••C `,,,,`�#11tki. •1I,,. s.••.•••••.•..4/f -pi N 0 ..- : v =� • — • syr , - •' ` I fieftlitOtt‘ V! A 414 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INT❑ WOOD. (SEE ELEVATION AT SHEET 41 FOR MAX, FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, INC. • —1/4' MAX. SHIM SPACE INTERIOR WEATHERPROOF • EXT, GRADE BACK BEDDING :1"Mi"BAvElM1:::"1 TO BE APPLIED BEHIND MOISTURE BARRIE VINDOVFRAMEFANGEBYINSALLER(TYP.)111 BY OTHERS <TYR n_ 1/4 kY1!(l.'!a'ffK(fh'aKYIt.'fhYa�KhYN1 >NWrVei•sh9YJ+IMW.WWh`ihVlhY' :�' \\ EXTERIOR 4 4414 4 444t4K44444.44<444144444..W. JAMB STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NDT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK–BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP,) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD, SCREWS INT❑ WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATI❑N INTO WOOD OR CDNC, AT 12' O.C. MAX. ALL WOOD BUCKS ENGINEERED SEPARATELY — & TO BE REVIEWED BY BLDG. OFFICIAL GYP.) 1' MIN. DGE DISTANC EXT. GRADE CAULK 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 41 FOR MAX, FASTENER SPACING) SILICONE ADHESIVE BEDDING COMPOUND .PT. WOOD BUCKS —LAMINATED GLASS • 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. a' (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 4 >t�l Ctill11S1115 U11111RA1:Alllt:U+ 1 1/4' MIN MBEDM EMBEDMENT " 1 . a. •.d'. ti. EXT. GRADE CAULK 1 1 1/8' MIN. EDGE DISTANCE #14 S.M.S, W/ 1 1/4' MIN. EMBEDMENT INT❑ WOOD. <SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM TYP EXT. GRADE CAULK 1 BY OR 2 BY WOOD BUCK WINDOV FRAME WIDTH 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INT❑ CONC, (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) EXTERIOR GRADE PERIMETER CAULKING 1 1/8' MIN. EDGL D ISTANCE 1���jti o .:Pi• v .•p 4 kr • — P.T WOOD BUCK NOT BY LAWSON IND, MUST SUSTAIN IMPOSED LOADS .4 1 1 4' MIN. :4' .4 EMBEDNEMNT 4 • .• 4. WINDOW FRAME HEIGHT EXTERIOR GRADE PERIMETER CAULKING 11 [) EXTERIOR EXTERIOR GRADE PERIMETER CAULKING SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS t0 Mtn M 1 1- 4a D � O BOJ O 3 t` rn Z > O La Z In W Z co M 11 • • • • • •. • •••r .wn r L. 000400, ••4 • O • •N 4104. • 01- •• L•• •• .2 • • •o • •• • • u • • • s • • • b y� d 9 r-. UFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS • • •••• • • • • • • • • • • • • • .•• •• • 4 • • ••• •• • • gg •• 0 0 • •X•• • 4 1 14 e e• • a 4 4 al 4 ..p}�01T VISED • 4 A 1 1/4' MIN:i, col Ilyihy, itIt the Florida • •d EMBEDMENTplsithiti4Code ▪ .. a4I ,4 • 4AoseptanDo iNto 4 • i- .• t to Due .,4ialD1(Dada Product Centro SERIES -4200-6200 FLANGE FRAME IMPACT FIXED WINDOW LAMINATED GLASS TYPES AND GLAZING DETAILS + LAMINATED INSULATED GLASS COMPOSITION TYPE B 5/16" LAMINATED GLASS COMPOSITION - TYPE A SILICONE ITEM DESCRIPTION D��' ITEM I GLASS DESCRIPTION I Q DETAIL SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 1 1/8' ANN. GLASS 1 1/8' ANNEALED GLASS T ,1/g• :. - - - - - - - -.- TREMCO SPECTRUM 2 v�� 2 0.090' SAFLEX PVB-S❑LUTIA ■ ® t/4• o 2 0,090' BUTACITE PVB-DUPONT I I, / • ._-=_-_ o co 3 1/8' ANNEALED GLASSire' %-= =_r3 anw 1/8' ANNEALED GLASS f 0 © 0.340' ,,!i 111. '.?? 4 f/4' INSULATED AIR SPACE f I1 ��=:=-_==:=a3�r �:' i_ 5 (NO 1/8'ANNEALED OR TEMPERED GLASS 5/16" LAMINATED GLASS COMPOSITION TYPE D © ,�; ;: 42004200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES WIDTH LENGTH A +1- DP B +/- DP C +l- DP D +/- DP E +1- DP F +/- DP G +/- DP H +1- DP I +l- DP J +/- DP K +l- DP L +/- DP (in.) (in.) 24" 36" 68 68 68 68 65 68 68 68 68 78 65 68 317' 68 68 68 68 65 68 68 68 68 78 65 68 36" 68 68 68 68 65 68 68 68 68 78 65 68 42" 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 68 78 65 68 54" 68 68 68 68 65 68 68 68 68 78 65 68 6(7' 68 68 68 68 65 68 68 68 68 78 65 68 24" 48" 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 68 36" 68 68 68 68 65 68. 68 68 68 78 65 68 42" 68 68 68 68 65 68 68 64.7 58.3 78 65 68 48" 68 68 68 68 65 68 68 56.6 51 78 65 68 54" x x x 68 65 68 68 56.6 51 78 65 68 60" x x x 68 65 68 68 x x 78 65 68 24" 60" 68 68 68_ 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 68 36" 68 68 68 68 65 68 68 68 68 78 55 68 42' x x x 68 65 68 68 • 64.7 58.3 78 65 68 48" x x x 68 65 68 68 x x 78 65 68 54" x x x x 65 x x x x 78 65 68 60" x x x x 65 x x x x 78 65 68 24" 72" 68 68 68 68 65 68 68 68 68 78 65 68 37' 68 68 68 68 65 68 68 68 68 78 65 68 36" x x x 68 65 68 68 65.5 68 78 65 68 47' x x x x 65 68 x x x 78 65 68 48" x x x x 65 x x x x 78 65 68 54" x x x x 65 x x x x 74.7 65 68 6a' x x x x 65 x x x x 72 65 68 24" 74" 68 68 68 68 65 68 68 68 68 78 65 68 30" 68 68 68 68 65 68 68 68 68 78 65 68 36" x x x 68 65 -68 68 64.9 68 78 65 68 42" x x x x 65 x x x x 78 65 68 48" x x x x 65 x x x x- 75.6 65 68 54" x x x x 65 x x x x 71.5 65 68 60" x x x x 65 x x x x 68.7 65 68 24" 84" 68 68 68 68 65 68 68 68 68 78 -65 68 30" x x x 68 65 68 68 68 68 78 65 68 36" x x x x 65 68 x x x 78 65 68 42' x x x x 65 x x x x 78 65 68 48" x x x x 65 x x x x 73.5 65 68 24" 68 68 . 68 68 65 68 68 68 68 78 65 68 30"96"x x x 68 65 68 68 x x 78 65 68 36" x x x x 65 x x x x 78 65 68 42" x x x x 65 x x x x. 76.8 65 68 24" 108" x x x 68 65 68 68 68 68 78 65 68 30" x x x x 65 x x x x 78 65 68 36" x x x x 65 x x x x 74.7 65 68 24" 120" x x x 68 65 68 68 x x 78 65 68 30' x x x x 65 x x x x 78 65 68 36' _ x x x x 65 x x x x 74.1 65 68 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES WIDTH LENGTH A +/- DP B +1- DP C +/- DP D +/- DP E 41- DP F +/- DP G +/- DP H +/- DP . I +l- DP J +/- DP K +/- DP • L _ 41- DP (in.) (in.) 19.1/8" 26" 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 68 68 68 65 68 68 68 68 78 65 68 48" 68 68 68 68 65 68 68 68 - 68 78 65 68 53-1/8" 68 68 68 68 65 68 68 68 68 78 65 68 19-1/8" 38-3/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 68 68 68 65 68 68 _ 66.2 66.2 78 65 68 48" 68 68 68 68 65 68 68 63.8 63.8 78 65 68 53-1/8" 68 68 68 68 65 68 68 63.8 63.8 78 65 . 69 19-1 /8" 50-5/8" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2' 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 68 68 68 65 68 68 66.2 66.2 78 65 68 48" x x x 68 65 68 68 x 51 78 65 68 53-1/8" x x x 68 65 68 68 x x 78 65 68 19.1/8" 58" 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 68 68 68 65 68 68 68 68 78 65 68 37" 68 68 68 68 65 68 68 x 66.2 78 65 68 48" x x x 68 65 68 68 x x 78 65 69 53-1 /8" x x x x 65 68 x x x 78 65 68 19-1/8" 63" 68 68 68 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65- 68 68 68 68 78 65 68 37" x x x 68 -65 68 68 x 66.2 78 65 68 48" x x x x 65 68 x x ' x 78 65 68 53-1/8" x x x x 65 68 x x x 78 65 68 19-1/8" 74" 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 68 68 68 65 68 68 x 68 78 65 68 37" x x x 68 65 68 68 x x 78 65 68 48" x x x x 65 68 x x x 75.6 65 68 53-1/8" x x x x 65 68 x x x 72 65 68 19-1 /8" 74-1/4" 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 68 68 68 68 65- 68 68 x 68 .78 65 68 37" x x x 68 65 68 68 x x 78 65 68 48" x x x x 65 68 x x x 75,2 65 68 53-1/8" 68 68 68 x 65 68 x x x 71.6 65 64 N o co ,94 to w, ul r4,cO v1 M te �, a to o 01 o o u, 3 _IM Cn Z wZ O tzio ca It b 1 U � I-1 -b4 crCIIwEx) ti V Kti .571A ll"'"14 •• • •••• • SERIES-4200-6200 FLANGE FRAME IMPACT FIXED WINDOW J Notes (*): 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS- & SILICONE OPTIONS. lE 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (PBC -2014, Section 241.1.3.3.7). L NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT REVISED as oanplyingwith the Honda Building Code Accepttmce No Date N4iam 'nde Prop^c1 Control •• • U • 0] ••••••1i •••• • .0 ••• r N • •$ •• •• `o • • 1;• • 1 • • • • • • .• ••• . •• • ••• • • •• • .• • • • ••.• • • • • • • • ••••, ,Nye • I• •• to 0 0 I 0 0 co 0 0 C�2 1 i • • •• • • .1 • ••• 1 • z r• r I• • • i 0IIiliii1,1, Oj, te ••• la,. Cosinr n ^0pi m5"- cr.., ll 5 ' r. foot Pi% to BILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063—T6 — 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063—T6 — 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063—T6 — 5 L-7711 4 GLAZING BEAD (5/16" GLASS— INSULATED) 6063—T6 — 6 L-6211 4 GLAZING BEAD (7/16" GLASS — INSULATED) 6063—T6 — 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS — P.H. PHILLIPS 8 L-4204 AS REQD. GLAZING BEAD AT CIRCULAR WDWS. 6063—T5 — 9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC — 10 * AS REQD. GLAZING SILICONE * — 11 PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-25H-357 AS REQD. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION DETAILS F.310 r._2.643 1.281 .781 7 a I ,062YP Tt ] I1 .040 850 391 .050 TYP, 2 GLAZING (5/16" � .773 L STOP GLASS) .808 1 1 L-1.509 --- FRAME HEAD/S1LL/JAMB —1 .310 1 .040 .850 1,250 .040 .850 .272 .050 TYP. 4 GLAZING STOP (7/16" GLASS) 050 TYP,.773 3 GLAZING (3/8" & 13/32" .773 STOP GLASS) .310 .992 .050 .050 .0 2 TYP, .050 85I0 .115 1 P 050 J TYP.L 5 INSULATED W/ 5/16" LAMINATED .684 GLAZING STOP GLASS 6 INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS .050 I. TYP. SII .808 8 .466 LI GLAZING STOP (CIRCULAR WDW.) SEE MULUON APPROVALS FOR MULUON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR 1i -' FRAME HEAD 1/2' X 3-1/2' x MS ALUM STRAP 'IO x1 4' PN5MS 4 PER STRAP ALTERNATE —I/B' ALUM RNETS FASTENED FROM INSIDE TO OUTSIDE OF FRAMES • CIRCULAR WINDOWS OR MITER CORNERS FRAME RADIUS JOINT FRAME JAMB :1111111 I � FRAME SILL or HEAD RECT. OR SQUARE WINDOWS TYPICAL CORNER CONSTRUCTION FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT: FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE # 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. AT 12' ❑.C. MAX. 111'1111 11111 ' J1 EXTERIOR E2 EXTERIOR GRADE PERIMETER CAULKING FRAME MULLING DETAIL WINDOW FRAME PRODUCT REVISED as complying with the Florida Building Code Acceptance No (PAi Miami Dade Pro ' uct Control SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. INTERIOR 1/4' MAX. SHIM NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN # 12 S.D.S. X 1 1/4" L. AT 12' ❑.C, MAX. PERIMETER SEALANT WINDOW FRAME EXTERIOR C) NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK — 0.048") B) ALUMINUM : 6063—T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL 1D to o O {0413Q ao in EF) Co N 0 co W on A a it J Z O u,Wx ooM 0- 4 It A1� .. 1.J U IZI z� I] in w 0 IXW Eim (4 15 0 .1A • vti•• • . •• 0'• jo • • • , •• • ••••.•g • b •••• PO Sr ••• I o • • N •••• u ••..1 • r • • •• •• o ••••) • • • • a • • •• • • • • • • • • • • ••• • •• • ••• • • 0 A U d SERIES -42 • • •• •• • • • •••4 • .• • . • • • 1 Ls. 0 0 1) 0 0 0 oa c0 O O I 1 1 • N IC•1 a a • • • •• a E • z • • z •a H 0 `fit{11IIIIII/isla ,40 N<0 N • cV � ,n