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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLI" INFO MUST BE COP, aTED FOR APPLICATION TO BE ACCEPTE l Date: July 13, 2015 SCANNED Permit Number: I SOOp - Claw BY St. Lucie County .�. Building Permit Application RECE'vE® Planning and Development Services AUG 9 l, 2015 Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 PERMITTING Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial ResideltitlW county, FL PERMIT APPLICATION FOR: Renovation PROPOSED IMPROVEMENT LOCATION: ....... 1505 Lancewood Terrace Palm City, FL 34990 Legal Description: Harbour Ridge -Plat 8-East Hammock Village Unit 3 (OR 1254-823) Property Tax ID #: 4426-803-0013-000-9 Site Plan Name: Project Name: Murray Setbacks Front Back: I DETAILED DESCRIPTION OF WORK: a'O W �ivglwS CONSTRUCTION INFORMATION: L..JHVAC LJ Gas Tank aElectric 21 Plumbing Total Sq. Ft of Construction: aprox. 620 Cost of Construction: $ 127,000.00 Lot No. Block No. Right Side: Left Side: I III.- 1111= .K Oil Opply. Piping Shutters 'Windows/Doors ers 11 Generator E]Roof S Ft. of First Floor: 3,300 Utilities:'nSewer 0Septic Building Height: _ OWNER/LESSEE: CONTRACTOR: Name David Murray Name: reg ora I o Address: 8ncewoo errace Company: Construction City: Pam City State: _ Address: anyAve Stuart 34990 Zip Code: Fax: City: State: _9 81-8565- Phone No Zip Code: Fax: Phone No. .772 0 E-Mail: Dgm me.com Fill in fee simple Title Holder on next page ( if different E-Mail: gmconstruction(gbellsouth.net from the Owner listed above) State or County License: If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL LIEN LAW INFORMATION: DESIGNER/ENGINEER: ^ Not Applicable Name: Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: n Not Applicable Name: Address: City: _ Zip: Phone: MORTGAGE COMPANY: Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: ^ Not Applicable Name: _ Address: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencine work�or recording vour _ SignatLA of Owner/ Signature STATE OF FLORIDA L STATE OF FLORIDA COUNTY OF �14i S\� COUNTY OF QilaC>S%n The forgoing instrument was acknowledged before me this VIL day of —To 20by ,bc�,6 <` a of person acknowledgi t ) (NaUn l" Signature of Notary Public- State of Florida ) Personally Known OR Produced Identification Type of Identification Produced Commission No.': 'f1ZZ141- DANA A. EVANS Revised 07/15/2014 1 _ W o., EXPIRES June 12. 2018 REVIEWS I FRONT I ZONING COUNTER REVIEW COMPILE INITIALS The forgoing instrument was acknowledged before me this�a day of dUT 20 \S by c3rcc, 6vc&a o (Name of pcwton acknowledging)6 � ;'_ J' ^ 0C .�/ `+ (S' nature of Notary Public- State of Florida ) Personally Known )`< OR Produced Identification Type of Identification Produced Commission Noo-k- •14 (Seal) DANA A. IiVANS EXPIRES JUrle 12, 201 g SUPERVISOR I PLANS VEGETATION SEATURTLE MANGROVE REVIEW I REVIEW I REVIEW REVIEW REVIEW PERMIT# I I .ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. ' `n State of Florida Certification Number pfapplicable): �R-- Ha olo5W Ci x)>t .!_P 'k - • have agreed to be the Company Name/individual Name) �M ^,, C �,, ' L ' / �, I Icn6l f) a Sub -contractor for G• ` QU `� J `y C 113 V U . c (Type of Trade) J (Primary Contractor) For the project located at \5051.Os1 telc�t Tel r�iwrn CU1�L (Project Street Address or Property Tax ID -'i?4�(l Cic� It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALHUR (Name of the Individual shown on the Contractor's License) STATE OF FLORIDA, COUNTY OF \Vtx"%q THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS � DAY OF , 20-G �0f BY C05-\\UU4l�►CpAf WHO IS PERSON KNO -� OR HAS E AS IDENTIFICATION. n\_ _ \ `A l(STAMP) OF NOTAR PUBLIC PRINT NAME OF NOTARY PUBLIC 08/06/2014 F: +:N ••. CH�DVIIWERCORN '�r: MV COMMISSWEREE852581 •^ 1 EXPIRES: March 18, 2017 ajdThru Nohry Public UrdenaHen I PERMIT# ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 21055 EC0002938 State of Florida Certification Number (if applicable), ..w.,1,� have agreed to be the (Company Name/Individual Name) ^ _. _ �& ELECTRICAL Sub -contractor for _�(\ (Type of Trade) (Primary Contractor) For the project located at It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractors License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: ELECTRIC CONNECTION Address: 1100 BARNETT DR # 4 City/State/Zip: LAKE WORTH, FL 33461 Phone: 561-586-6499 ~_ A email: SITYANB@ELECTRICCONNECTION.NET ` RANDY SJAARDEMA 07127/15. SIGNATURE PRINT NAME r - DATE STATE OF FLORIDA, COUNTY OF ST LUCIE THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 27 DAY OF JULY 20. 15 BY RANDY SJAARDEMA WHO IS PERSONALLY KNOWN X OR HAS PRODUCED N/A AS IDENTIFICATION., '0��� p8IAA9 "OMELOW �)V SITYAN T. BROMELOW •%'L'••, .'K: Notary Public . State of Florlda SIGNATURE OF NOTARY PUBLIC PRINT NAME OF NOTARY PUBLIC • eM1'CmmdsslonErplrea lkt 17, 201' SLCPDS: Otil06/2014 '°I'0�4; Bend��National Nat8N4sn Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462.2172 Faxt(772)462.6443 Address: 1505 Nw Lancewood Ter City / State / Zip: Palm City, FI 34990 Parcel#: 4426-803-0013-000/9 Zoning: PUD APPLICATION INFORMATION Permit Number: 1508-0298 REVIEW COMMENTS 1 Owner(s): David G Murray (Tr) / Elizabeth H Murray (Tr) Jurisdiction: SAINT LUCIE COUNTY Permit Type: BUILDING RESIDENTIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: Gregory J Morabito Business Name: Gm Construction Llc Business Addr: 313 Sw Albany Ave City / State / Zip: Stuart, FI 34994 REVIEWS AND COMMENTS Review Type Status DOCUMENTS MISSING COMPLETE Comment: FRONT COUNTER REVIEW Comment: PE REVIEW COMMENTS (2) 9/10/2015 Comment: PLANS EXAMINER REVIEW Comment: COMPLETE Lot#: Stories: Reviewed By Lashahna Ingram Lashahna Ingram Block: Automatic Sprinkler System? No Fax Number: 772-781-8505 Email: Gmconstruction@Bellsouth. Net Date Started Date Completed Date Released 8/1912015 8/2012015 8120/2015 8/1912015 8H9/2015 ' 8119/2015 INCOMPLETE William Durden 9/912015 PRODUCT APPROVALS SUBMITTED WERE FOR W INDOWS ONLY. SUBMIT PRODUCT APPROVALS FOR ALL EXTERIOR COMPONENTS AND CLADDING. WINDOWS, ENTRY DOORS, GARAGE DOORS. COMPLETE William Durden 91312015 9/10/2015 9/1012015 Planning & Development Services Building & Code Regulation Division 2300 Vlrglnla Avenue Fort Pierce, FL. 34982 Phone:(772)462.2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 1505 Nw Lancewood Ter City / State / Zip: Palm City, FI 34990 Parcel #: 4426-803-0013-000/9 REVIEW COMMENTS 1 Owner(s): David G Murray (Tr) / Elizabeth H Murray (TO Jurisdiction: SAINT LUCIE COUNTY Zoning: PUD Lot#: APPLICATION INFORMATION Permit Number: 1508-0298 Stories: Permit Type: BUILDING RESIDENTIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: Gregory J Morabito Business Name: Gm Construction Llc Business Addr: 313 Sw Albany Ave City / State / Zip: Stuart, FI 34994 REVIEWS AND COMMENTS Review Tvoe Status DOCUMENTS MISSING COMPLETE Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW Comment: 9/3/2015 Comment: 9/32015 Comment: 9/3/2015 9/32015 Comment: COMPLETE Block: Automatic Sprinkler System? No Fax Number: 772-781-8505 Email: Gmconstruction@Bellsouth. Net Reviewed By Date Started Date Completed Date Released Lashahna Ingram 8119/2015 8120/2015 8/2012015 Lashahna Ingram 8119/2015 8/1912015 8/1912016 INCOMPLETE William Durden 9/3/2015 • PLEASE FURNISH ENEGRY CALULATIONS AND MANUAL J IN ACCORDANCE WITH SECTIONS 402 AND 403 OF THE 2014 FLORIDA ENEGRY CODE FIFTH EDITION. NOTE ONLY; ENERGIES MUST HAVE ORIGINAL SIGNATURE OF PREPARER • SUBMIT THE PRODUCT APPROVAL, IN DUPLICATE OR PRODUCT REVIEW AFFIDAVIT COMPLETE WITH FLORIDA PRODUCT APPROVAL OR N.O.A. NUMBER WITH INSTULATION INSTRUCTIONS AND SIGNED SEALED AND DATED BY THE DESIGN PERSON OF RECORD FOR ALL COMPONETS AND CLADING IN ACCORDANCE WITH 553.482 OF THE FLORIDA STATUTES NOTE: IF SUBMITTING 2 COPIES OF PRODUCT APPROVALS (I.E. N.O.A. OR STATE OF FLORIDA APPROVAL) IN LUE OF THE PRODUCT APPROVAL AFFIDAVIT DOCUMENTS MUST BE HIGHLIGHTED OR MARKED IDENTIFYING THE OPENING OR CLADDING COMPONENTS, WITH FASTENERS AND DESIGN PRESSURES. • PLEASE FURNISH A DUCT PLAN SHOWING A BALANCED SYSTEM, DUCT SIZE, GRILL SIZE, AND ROOM BY ROOM CFMS PER 107.2.1 OF THE 2014 FLORIDA BUILDING CODE GM CONSTRUCTION a family owned business August 17, 2015 St. Lucie County Building Department Re: David Murray scope of work Please find the below detailed scope of work for the Murray renovation. 1. Florida room -block in a knee wall, add horizontal sliding windows, furr out walls, add outlets as needed, add air conditioning drops as needed, drywall walls and ceiling, installation of baseboards and paint. 2. Removal of the SGD in bedroom #3-Removal of SGD, block in opening, and finish to match the existing finishes. 3. Master bathroom -Demolition and removal of the existing finishes and installation of all new finishes. 4. Powder room, guest bathroom, and hall bathroom -Demolition and removal of the existing finishes and the installation of all new finishes. 5. Windows and SGD-removal of all existing windows and SGD's throughout the home and replacing them with new PGT impact glass white aluminum framed windows. 6. New window -Cut opening in bedroom #3 and add one additional window. 7. Roof -Removal of the existing roof and replacing it with Entegra Delcrest Tan white antique. 8. Garage doors -Removal of the existing garage doors and replacing them with new DAB garage doors. Panel style to be determined. 9. Front door -Removal of the existing front door and the installation of a new fiberglass Therma-Tru double single lite front door. 313 SW Albany Ave Stuart, FL 34994 FL License # CGC 049743 Tel: 772-781-8500 Fax: 772-781-8505 Email: pmconstruction(a,bellsouth.net If you have any questions or require additional information, please do not hesitate to contact me. Respectfully, Greg MoraRto Greg Morabito Owner 313 SW Albany Ave Stuart, FL 34994 FL License # CGC 049743 Tel: 772-781-8500 Fax: 772-781-8505 Email: Qmconstruction(&bellsouth.net This Document Prepared Dy and Return to: Christopher J. Twohey, P.A. 844 East Ocean Blvd. Ste A Stuart FL 34984 (772) 221-8013 Parcel ID Number. 4426-803-0013-000/9 Warranty Deed This Indenture, Made this day of July Sanford B. Prater and Gretchen S. Pre r, husband and wife r 2015 A.D., Between Of the County of Essex , State of New Jersey David G. Murray and Elizabeth H. Murray, as Trustees of The David ,grantors, and G.Murmy and Elizabeth H. Murray Revocable Trust dated June 30, 2015 whose address Is; 1505 NW Lancewood Terr., Palm City, FL 34990 Of the County of St. Lucie State of Florida WitneSSeth that the GRANTORS, for and in consideration ofdl, sum of ,grantee. TEN DOLLARS (SI0)— and other good and valuable consideration to GRANTORS in hand paid by GRANTEE, the receipt whereof is DOLLARS, hereby acknowledged, have grmtted, bargained and sold to the said GRANTEE and GRANTEE'S hairs, successors and assigns forever, the following described land, situate, lying and being In the County of St. Lucie State of Florida to wit Unit 3, EAST HAMMOCK VILLAGE, HARBOUR RIDGE PLAT NO. 8, according to the plat thereofas recorded in Plat Book 26, Page(s) 6 to 6E, Public Records of St. Lucie County, Florida. SUBJECT TO: 1. Taxes for the year 2015, and all subsequent years 2. Zoning restrictions, prohibitions and other requirements imposed by governmental authority; 3. Restrictions and matters appearing on the Plat or otherwise common to the subdivision; and 4. Public utility easements of record, if any. *The Trustee is invested with full rights of ownership and is specifically granted the power and authority either to protect, conserve, sell and convey, or to tease, or to encumber, or otherwise to manage and dispose of the real property described herein and all other powers without limitation, provided for in Florida Statute 689.071 and 689.073. and the grentors do hereby fully werraot the tide to said land, and will defend the same against lawful claims of all persons whomsoever In Witness Whereof, the grants have hereunto set their hands and seals the day e d rmt above written. Signed, sealed delivered In our presence: _ Printed Name: UIMi B. Prater (Seal) Witness Payne tl P.O. Address 7 Gordon Rd., Essex 7e4IIl NJ 07021 Printe Name: Gretchen S. Prster ..dlf/, �J\r (Seal) Witness - P.O. Address: 37 Gordon Rd., Essex Fells, NJ 07021 STATE OF New Jersey COUNTY OF Essex The foregoing instrument was acknowledged before me this Sanford B. Prater and Gretchen S. Prater, husband and wife who are personally known to me or who have produced their _ �,p.N tG_ AYE day of �S� July015 b r NOTARY ' �' y 7 IyPUBLIC _ Gc�aOre as identification. _ `'Qlt4.r_� lJf6A `t�-cJt� ,'���i-Ir?h•CAR4'a,`����` . Printed Name: S(IS'HN - ML4LFtik1C> Notary Public My Commission Expires: 1:i KURRAY23 lesnervr.nm bYODi,plvy sy¢exy lo<, 1015 (rbl]rat3la5 Fmm FLW61 _ zMa_ f j ' 15 ku y /� as✓ � 4 F / y. � E ,/ /' I N'i rvLL� �r y�� 7=4 / ' i•� flLL. C..y 'i I ♦ •.k� `��, �� r� Fj�p ��✓• 5. •� -� b'` `iC � .. �. _ .4��� ii�S' `• ww}'h's„i✓ Q �=a r: 'y� I ..+�, � r'�Y• S t '^„ i S +a - ��. °' Fri/ � �.�' _ � _ �z♦�M1-*� � H e Z�' I I Ar "� 7 .� ♦ 'Y4e e + J • T s' ♦% Y 1 L • '{mot �'„�' � 1'.. 1'ii'a� 1, '.y. � v ~ '-L• 1\• •Y ~i��iy � �F afo'��� • Z Y= MIME 1, S� 1 JJ. yy ll ' lS.A•MSi � ��. .. ...wf1'Ir ��` r�J n i Nt Di 1 Y INcE .. YL • `, r ■ IIIIVII i T / a ., x• ��}� ��.•� 6. i�1�' a �a T9w ^��®i,ly j �Y,�I ev ✓ 0 .l 4 •i �Y- � r . /" ra WAKI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION !AGULATORYAMECONOI*WRESOURCES(RERY II805SW-26SWd Roo,n20$ BOARD AND CODE ADrimVISTHATION D1VIS30N T (786) 315-2540 F (786).315-2599 1070 Technology Drive, Nokomis, F1.34275 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 RBI- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority having Jurisdiction (Aw). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In MitnutiDade County) and/ or,the Al-U.(! 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 tite expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves -the right to revoke this acceptance, if it is determined by Miarni-Dade County :Product Control Section that this product ormaterial fails to meetthe requirements ofthe applicable building code.• This product is approved as described herein, and has been designed to comply % h the Florida Building Code, including the High Velocity Hurricane lone. AITROVAL DOCUMENT: Drawing No. PGTO130 (former PGT0002 Rev C), iitldd "Series 770 Alant. SOD—,LM,1mpact", slhects 01 through 22 of 22, prepamd`bymanufacturer, dated 08/05/07 with the latest revlsed,on 011..30/15, signed•and-sealed,by 1.ymt.M1ller, P. R, beat* the Minna -Dade County Product Control Section Renewal stamp with.the'Notice of Acceptance mtmber'and Expiration date by the Miami - Dade County Product Control Section. }MISSILE IMPACT RATING: Large and Small lVlissOe Impact Resistant LABELING: Bach -unit shall bear a permanent label with the mauufacturces name or logo, city, state, series, and following statement: "Miami- Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered afler'&reuewal application has been filed and there lifts been no change in the applicable building code negatively affecting the performance of this product. TERDE NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,ltse, 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 wiih anysection of this NOA shall be cane for terrnination and rentoval of NOA, ADVERTISEMENT: The 'NOA number preceded by the words Miami -Dade County, Florida, and followed by tile expiration datc.may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalfbe done in its entirety. LVSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection atthe job site at the request of the 13pilding Official. 'Ibis NOA revises and renews NOA No. 14-0123.10 and consists,of these pages 1 and 2, and evidence e pages E-1, Fr2 andE 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. s M AMtnADaCOU NOA'No.;14-0128.11 ' ' . •(;r;;c Expiration Date: February 17, 2820 Z,�s its. Approval Date: February 12,2 15 BILE W Py PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED A. DRAWINGS 1. Manufadturer's die drawings and`sections. (Submitted underpreylous.NOANo,,14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SOD - LM Impact", sheets 01 through 22-of 22, prepared: by mamifacturer, dated 08/05/07 with the latest revised an 01130115, signed and sealed by Lynn Miller, P. E. B. PESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS202-94 2)'.Uniform Static,Air Pressure Test, Loading perFBC, TAS 202-94 3)' Water Resistance Test, per FBC, TAS 202- 94 4) Large Missile Impact Test per FBC; TAS 201-94 5) CyclicVind Pressure Loading per FBC, :TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1„and'TAS 202-94 along with marked up drawings and installation diagram of aluminum Sliding Glass Doors„prepared byFenestration Testing Laboratory,, Inc., Test Report No. FTL-7554, dated 11/01113, signed and sealed by Marlin D: Brinson, P. E. (Snbndiled underprepiausNOA'No.14-0123.10) 2. Test reports on: 1).Air Infiltration Test, per FBC, TAS 202-94 2) ilnifonn 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 NBC, TAS 20,1-94 5),Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.1.1, and TAS 20244 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by -Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980-R, F r"001-R and 11-rL-6015-R have been revised and reissued on 12/29/09, all signed and sealed by'Julio Gonzales, P. E. (Submitted underprevious NOA No. b9-0826.10) Jaime D. Crasaon, P.R. Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February 17, 2020 Approval Dote: February 12, 2015 E-1 PGT industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. TESTS (CONfiNOED) 3. Test reports on: l) 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 20.1-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 241132.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., 'Pest Repots No,'s FTLr-5980, FTL-5993, F7'L 6036, FTI'b001, FT"014, FTL-6015, F'1'If•6017, FTL--6023, FTL-6024, FTL-6025, M-6028, ML-6031, Fr"033 and FTL-6036; all dated 08110109, signed and sealed by Julio Gonzales, P. E. (SubmiNed underpre Pious NOA No. 09-082A10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC. 2010 and with FBC Sir Edition (2014), prepared by manufacturer, dated 0,1/30/15, signed and sealed by Lynn'Miller, P. E. 2. Glazing complies with ASTM E1300-09 ,D. QUALITY ASSURANCE 1. Miami --Dade Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. .13-0129.27 issued to E,I, DuPolit DeNemours dt Co., Iac. for their "DaPont Butacita PVB Interlayer" dated 04/1 l/13, expiring on 12111116. 2. Notice ofAcceplance No.11-0624.02 issued to E.I. DuPont DeNemours Br Co., Inc. for their "DuPont SeutryGlas® Iaterlayer" dated 08/25/11, expiring on 01/14117. F. STATEMENTS I. Statement letter of conformance to and complying with FBC a Tsditlon (2014). issued by manufacture, dated 12/17/14, signed and sealed by1ynn Miller, P. E. 2. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 004/14, signed and sealed by Lynn Miller, P. E. (Sub»Jtied-underprevious NOA No..14-0123.10) 3. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn. Miller, P. E. (Sirbrulited raider previorg )YOA N& 14-0123.10) a..ti Aline D.'Gasco,i; P. E. Product Controi Seellon Supervisor NUA No.1"118.11 Expiration Dale: February 11, 2020 Approvul Datc: February 12, 2015 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STAT'EMENTS'(CON'nNum) 4. Laboratory compliance letter for Test Report No. ITL,-7554, issued,by Fenestration Testing Laboratory, Inc., dated 11101/13, signed and scaled by Marlin D. Brinson, P.R. (Subrnlued under pr evious NOA No.14-0123.10) S. Proposal issued by Product Control, dated,08/12113, signed by`Jaime D. Gascon, P. E. (Srrbinitted nriderpreviousNOANo.14-0123.16), 6. Laboratory compliance letter for Test Reports No.'s FTL-5980-R, FTL-6001-11 and M1 L 6015-R, reissued by Fenestration Testing Laboratory, Inc., all dated 12129109, signed and sealed by Julio Gonzales,.P. E. (Submitted underprevious NOA No. 09-082G10) 7. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTE-6014, FTL--6015, FTL-6017,YT"023, FT"024, Yllb-a25, M,4028, FTL4031, FTL-•6033 and FT"036, issued by Fenestration Testing Laboratory, Inc., all dated 08110/09, signed and sealed by Julio Gonzales, P. E. (Submilled under previous NOA No. 09-0826.10) 8. Proposals No.'s 094177, dated 03/1.7 & W09, ,094177A, dated 05/07/09, 09-0177I1, dated 06/09/09 and 09-0177C, dated 11118/09, all issued by Product Control, signed -by Lshaq Chanda, P.'E. (Submitted under pmolonsNOA No. 09-0826..10) G. OTHM 1. Notice of Acceptance No.14-0123.10, issued to POT:lndiustries, Inc. for their Series "SGD470 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 02/06/14 and expiring•on 02/17/15. Jaime D. Gesc no P. S. Product Control Section Supervisor 140A No:14-0128.11 Expiration hate: February17,2620 Approval Date: February]2, 20I5 yr•_ 3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES i) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET &GLAZING DETAILS ON SHEETS 4 & S. 2 DESIGN PRESSURES: - A. NEGATIVE DESIGN LOAD& BASED ON TESTED PRESSUREAND GLASS TABLES ASTM EIMO. B. POSITIVE DESIGN LOADS SASED ON WATER TEST PRESSURE AND GLASS TABLESASTM E1300. 3) ANCHORAGE THE 33.1/J9L STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO OONTAF WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 6) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROWJOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEXAND AGGREGATOR MONS, ANSUAF&PA IDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. T)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE WVHZ). B) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-08D, FrL499 , FTL4001. FTL-6014, FR-eDIS, FTL-6017, FR.6022, FTL-60M, FTL•e024, FTL-6020, FTLA028, FTL-603t• F L-0033, FfL-6038 AND FTL-7664 TABLE A: Gmup Archer Stpatrat0 Frano Menftr. A9R Edge Dlatenee NIL Ewkdmwt , iH' Dm VMCsn C40 a a17r 1-v1• OmIMaCNU mhxnl aIA Amb a1l7 1J19' VI'Otm 9106.8. C-S 2 CAtoFW unown CMU,(As1M VAM .Inn atrr t. P.T. sauvmm PM INe9/SVlsmb r laor tw CIO 17nsmn owvab (nm.zm Im.slBm r l.Va' U IO19M wCBD rM 1• t !1 P.T. Mm P"(S a55) Hu"Wiamb Wis. 14V 3 B12,15awlf0 BS.aMs, Tmh 1, UnnNn) Aluamm, M03•Ta• IMowsm"b SH• tow at eW16Na AB63 Dr. 33' 1MsveVAsm Hss MmD NIP 3W 0.03P 0.0151• IWEIC01"S.S. Agrm la Cenwsb (MG &2Ta HmtVeVAM /-1 fella' mama CMD. TM dDnbomY P1H OIOaNa GI (A6TM Ga0, muL xksl alMA) MiDwy 2' 2' PA.. s Pma SO.Obs smly. b 1' 1.vs' 4 /12.6tesI8Ma 0s. (mm.170WsdlTn) P.T. SOmMm PnmsG•0.a5 -1W4BVJsmb &Till 1wr NumIMm; Saes Hud* /JNnb sH' Oe1T s stv vnmb 3H' 0.050' Elea Ass3Or. ar 1Wa3WJsmbr IW e.01a1• 'MIN. OF3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN., STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •'P-HOOK INSTALLATION REQUIRES 7 693' MIN. EDGE DISTANCE. REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. JNTYAPPROVED ELOO SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. (S DEPICTED AS IX ARE LESS THAN I-11r THICK. PROPERLY SECURED. IX W0004rFJ SARE OPTIONAL IF UNIT IS RECTLY TO SOLD CONCRETE. WOOD BUCKS DEPICTEDAS 2XARE 1•U2"THICK OATER IXAND 2X BUCKS SHALL BE DESIGNED TOPROPERLYTRANSFER LOADS TO THE STRUCTURE. BUCGNAIDINSTALLATIONISTHE TY OF THE ENGINEEROR ARCHITECT OF RECORD& TO BEREVIEWED BY THE BIIOFFICIAL. 6TRATE TO MEETMIN. STRENtiTHAND THICKNESS REQUREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO 6) IF SILL IS TIGHT TO SUBSTRATE. MAX. 1/4' THICK & 340D PSI MIN.. (D 7:ti��-7F��7 aY_TIF3•P.F�L�[?Fi MUST FULLY E 1-1 REQUIRED. Uro Dmw pbm (LICsI fmm 9tbdorto InbBal O3 7l/8•LMnWtes: lseea3H6'Ha tleu Wb.OLO'PYs mb4 W4 atS•tamlMlsm 16n at14'.IB GWIWII.OaPPVB We a nu'1mmMbm t6Ma31ta•rlscboWmaevsGl a GIA atrlAmMba 1M avP lB aWSRnn.Ws'EON OS I•Lsmhdn LQ: L1C TESNMpI•VB'AY •V1G LmSM11q IMe a918'HSalsrs WIA.MT PVSr GSA rlmA,ma LG: vyT Ftle6w0 •dfa'Nr •7N0'MminMs9; LRmaV1s•NS ansWb JNO'WB r as 1'lsotlsasd LO: YtC TEAMMr •3H'Nr M•7lIB'Lemmass; LMs afat6'H6 mms Wm.09P SG bN GSA 1'LWO"LO.;IWTEsbderCA •6RVAII s7//s'Lamulad. Lam arLtir H6 Gb zWtn,090-SO d G7 7/16-tmnulls: LamolBHa•ANIOWSWm A1P SG hJa r GIA ai8srbV4rA1NQmWal.0WGGWn m QS t'MmNbtll0. Viy TEiNMw •3ATA M•7/ICLaMnNea; lMo nfytCAlN fPm oISR AAP SG mbM r GSA t'lambdWLG:VPTE3ls0IerCf •VIB'AkfipaM•VIB'Mmmsb4; Q)lAaa3'IB•ANN 06m WBr.a90'ED mM NON-METALLIC GROUT. LLTHAT IS NOT TIGHT ER OR MASTIC IS L e. B T. M111117frAlm B:�YY_l9 DEMON PRESSURE RATING I IMPACT RATING SEETA WI,2630N SHEETS&768 I RATED FORLARCE&SMALL I MISBIE IMPACT RESISTANCE GLAZING NOTES' 'ANN•=ANNEALED 'HS'= HEAT STRENGTHENED 'f'=TEMPERED "PV9' = DUPONT.OW BUTACITE PVB DUPONT.OST SENTRYGLAS 4(,JrImasom * ' No. 58706 '* JJ ( ;FLCRIOA; \�\� PACT "SSJONALRVol� '� A LYNNNaLE1L P.E. PT770130 P8amm3 a EXAMPLE CONFIGURATIONS MAX UNIT WIDTH NO PANEL WIDTH PER TABLES 13 MAX UNIT HEIGHT LE PERTABLES ti *.[2a [Y>[ka MAX UNIT 4� a fpa HEIGHT PERTA13LES 1-3 NOW. i PE MAX HE PER TA .ci V7 i�l> rca [[1 Ua 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT HEIGHT PER TABLES 13 NOM. PANEL WIDTH PER TABLES 13 � � I IgoMAX. HEIGHT UNIT PER i TABLES 121 I3 PacxEr l � I �.i6r i [f> iL•7 [1') flJ �� [(TILT [Y>fkr V:a V;a ila fFa - LOCATIONS USING DETAIL 'JVP,'Je,'HW' OR'Ke INSTALLATION. EXAMPLE 4-PANEL X O(X IN POCKET (p) CONFIGURATION CAN BE PX)0IXp, PXXXXOR )0001P. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. Y`r---` � 2) 00° 6136• CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 4g' •V- OPERABLE PANEL, 'O°=INOPERABLE PANEL, hd POCKET I EI V-POCKET DETAIL LETTER W - WOOD OR METAL INSTALLATION Y'=CONCRETE INSTALLATION L—SHEET NUMBER MAX UNIT WIDTH DLO WIDTH= NOM. PANEL WIDTH -T g� DLO HEIGHT - DOOR UNIT HEIGHT - 10.126- PANEL 14EIOHT a DOOR UNIT HEIGHT -IZOO" s 4-PANEL CONFIGURATIONS MAX uNIT wDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT HEIGHT PER TABLES I3 I I 7 I.°'me 1—"1— I I Mr.WAiI.6/A}l• I �1' I 000.77a I NMI 2 -22 1 PGTBiSO I I .--i4i—s'-' I I EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 3S5.7116-®90' HEIGHT 3MA W 0120' HEIGHT MOM. PANEL WIDTH (�y PERT{ITABLES 1.3 I MAX. UNIT HEIGHT, 96' OR 120" I MOM. F PEI MAX HEI PER TA fV ffl fy7 'i [ll � [I'7 .6-PANEL CONFIGURATIONS � h.C./3anArym?.L� i • ,,a iC>[E7 m fI4 m Q'7 m iFT .ci {Lf m iV m it7 , ie�itT iv �� uo inT �c7 w NOW PANEL WIDTH _ PER TABLES 1-3 MAX. UNIT HEIGHT PER TAMES 1-3 L CONFIGURATIONS NOTES: 1)ALL CONFlGURATIONS SHOWN ARE ALSO AVAILABLE. AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW. Ve, %W OR'KC INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, p)O= OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) DV A135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR MOM. PANEL WIDTH, SEE TABLES 1.3. 'X" = OPERABLE PANEL, 0'= INOPERABLE PANEL, 7 = POCKET DETAIL LETTER �W = WOOD OR METAL INSTALLATION a'=CONCRETE INSTALLATION L—SHEETNUMBER i DLOWIDTH=NOIA PANEL WIDTH-T DLO HEIGHT = DOOR UNIT HEIGHT-10.125' PANEL HEIGHT =ODOR UNIT HEIGHT -1.006" 1 1 PO[X!i I a 1 r---� --- -44--------- I. l=10 'm IIIfil Vi) U ci iL7 I V fA .La Q'7 fl'1 f" .La i[0 iU iRl iL'J If9 V �L-1 VO iLl i 6-PANEL CONFIGURATIONS eoww I NTS 1 3 122 1 POTO130 GLAZING DETAILS (133, G3A, G4 G4A G5 & G5A 7116'NOhL -I�---III I 7NS'NOM1•NOM 911'09a,VB�� D��3/1B' 3N6'H�0� E%1EpI0P a 3w NOM. GLASS BITE 7116" LAMINATED GLASS, TYPE G3 9116' NOM. 1w'HSfO° GLASS . .NPVB-� .� eATe m a 3w• NOM. GLASS BITE 9/1 6"LAMINATED GLASS. TYPE G3A GLAZING NOTES: 'ANM> I NNEALED 'HS'=HEAT STRENGTHENED T=TEMPERED "PVB• - DUPONT.690" BUTACITE PVS "SG"= DUPONT.097 SENTRYGIAS E1 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 I— 1' NOM. —i 3111? 3!4' NOM. GLASS SITE 1" LAMINATED I.G. GLASS, TYPE GSA * t Na 58706 L-011E (B16106 Mp I (r( �, SERIES 770ALUM. SOD - LM IMPACT °dZONAt EN, ` I� .qt 16YD'/4 ns c .. MAOfMtND9 Ga m NTS 4 +22 � PG7013D _P"bm l GLAZING DETAILS (G6, GBA, G7, G7A, G8 & GSA 1' NOM. + 7H8' NOM. 7N .090' SO OM. 311V!Z GLASS 3N6' ANN GLASS 3/16' ANN GLASS A90" SG 3116' HS GLASS .090' SG 3110' ANN GLAS 316'AIRSPACE 74 3/1G'ANNGLASS 74 3WARSPACE 74 3116'IGLASS ^ 3110'TGLA68 j Villl __� . ° �•. 1" LAMINATED I.G. GLASS. TYPE GB 1' NOM. 3HB' HS GLASS OBG'S 3/1S' HS GLASS 7116" LAMINATED GLASS. TYPE G7 9116' NOM 114" ANN GLASS .owSG Tu•euurn nQQ_ 74 314' NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE GO 311rANN GI .090, 3116'ANNGI SW AIR SP/ T NOM. 314'NOM. EXTMM �GLA36" 'NOM. GLASS a c8" LASS EXTERIOR BITE r a T RIB1Pft 70 3gSITE 65 I as m pl :DbmGi�wj��.! 1" LAMINATED I.G. GLASS, TYPE GBA 9116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE GBA R1� MiwlOade GLAZING NOTES: ��ONY LYNN 4 "ANN"o ANNEALED :�� '���•'�1cSNpp'' "HS' • HEAT STRENGTHENED' T=TEMPERED Z+ Nu 50105 YVB" a DUPONT A90' BUTACRE PVB "SG'" DLIPONT.090' SENTRYGLAS ,•p 6 •22 TABLE 1: - Design Pressure (DP) and Anchor Quantities Required, (forall approved cont)guretlona on Sheets 2 & 3) For0omer 4abagel anchorage on or or 1364 wme{ unite, am shear 11 MexhnumDPforBllaizes:a80bBo um be for a by Table + Table applies t0 Glass Typo 3, 34, r4 rA, 7. TA 8 Door nNHeldrd_... & SA and the SU )Astragal typesshmmbalm. wwwDw 73w OLO- AWrffreuP AwhwursuD AMhQT Gmup AWharGrOUP 1 2 3 1 4 1 2 1 3 1 4 1 2. a 4 1 2 3 4 ea Gr • + y + + + + + + + + 1 04+1 24.117-1 OLD Jamb 8 6 8 e 0 B B 8 8, e 8 e 6 6 87 P-a0ok B+7 B+7 8+7 -67' Z+B 7+0 7+8 7ae 7+8 7+8i 7+8 7+8 7+8 7+8 7 748 HwdfSig G+1 G+1 C711 G+1 GH G+1 G+1 +1 Mi G+1 GM G+1 +1 04+1 G.1 awl 3lY DLO Jamb 8 s 8 6 e a - 8 8 e a 8 B 8 B B 8 P-hook Bt7 W7 e+7 (W 7+8 7+8 7+8 746 748 7+8; 7+8 7+8 +8 r 7+8 7+B Heed16B 1 01+1 G+1 G+1 C1+1 G+1 G+1 011+1 04+1 C4+1 G+1 6*+1 G+ 1 +1 G+1 y w DUD Jamb 8 e 8 8 B 8 B e B e r e e B B B 8 P4to011 8+7 W7 6+7 8N 7+8 7+8 7+8 7+8 748 7+8 7+8 7a8 7+e 7ae 7+8 4 HOWSB 04+1 GN GN GH H C4a1 G+1 GM G+ M G G+1 G+1 G+1 C4+T G+1 G+1 47 DLO Jam 8 a 8 8 8 8 8 8 8 8 8 e a B B 8 P-hok W7 W7 W7 B+7 748 7+6 T+B s8 7+8 7+8 748 7+8 7+8 %+e 7+8 7+8 eadl9ig G+2 G+2 CM2 G+2 G+2 G+2 Gat C4}2 G+2 G+2 04+2 G+2 G+2 G+2 G+2 2 OLD `ram 8._I e I U I e 8 8 e 8 a a a 8 e e B a Rhwk WT e+ 6+7 6+1 7+B 7+8 7+8 7 7+8 7+ _ 7+e 7+B 7+8 7+8 7+8 7+8 -n C r= UN U51N0 INSM. SCteraMT 1. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114•SILL 2) WHEN USING THE 2-112• SILL, POSITIVE WATER DP IS 46-67 PSF MAX WHEN USING THE 3.114• SILL, POSITIVE WATER DP IS 610 PSF MAX WHEN USING THE 4` SILL, POSITIVE WATER OP IS BOA ESE MAX (NEc9ATIVE PRESSUIES UNCHANGED♦ SEE TABLE IA. 3)4•, 3.11 r AND 2-111V SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-11r SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURE SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FL99A BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER NHI.TRATION. + 4) SEE SHEETS 10.14 FOR ANCHORAGE SPACING, EDGE OISTANCEAND EMBEDMENT INFORMATION. &) DOORSRE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 0) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE SISTAL�ED. TABLE IA: 8tll He(gh) to Mez. (+) DP RsOnp) {Wuw hntmtlansalftermalgId (Ral erBw, ns Shot 7 W Daelps Pressure, pet Fkuh•1.1r2• emncla3 LW-2-IM +48.67 aS= 0.114• +00.0 Hi •4• +80.0 SEE NOTES 1-3 DLO WIDTH= NOM. PANEL WIDTH .7• OLD HEIGHT a DOOR UNIT HEIGHT -10.12P PANEL HEIGHT= DOOR UNIT 14EIGHT-11A66• OHLENGTH I.T.kTAI,•yu OH RATIO. OH LENGTH OH HEIGHT Intedo& P-h0ok Iackstle®hmb StmlghtAstregal Assembly Lodattle® StralghtAstragai 9•Astragal Assembly Lockstile® 90'Actragal 134Astragal Assembly LaksBle@ 13SAstmgal Standard Steles SmndardSOle StandardStlle Standard Sale Standard Stile HeaVNdutyStile Heavy-dutySllle HeaWduNStlle Hemy+lutyStile top V Ltl 6r Standard ARrogat Oulside Comer Jf r 1�t""1• huldeTamer putdde Corrre' INlde� Comr Im e Comer Outside Care! Part 060IQ) Part 860 Part 060 PaRtl60 (Stile) PaR tl67 (AShagaQ Pang60 Part 9218Part 961(StIle(Corner a!Cllab) Fart tl119 (OUL) Part tl120{Irt) Petl3l ®AI33 tta (Cum.&Fad Mmme) PaPartp61 PGM130 Na 68705 TABLE 2: Design PressuregIP) and Anchor Quantities Required, (for oil approwd configurations on Shasta 2&3) h1e11In70m DPf9ratI9I2oa: 44J01-80 For Pamm'sua m, amlmm0. an W or Isv "mm"te, ua anal 11 Qaerd amaaI h7 Tote 2A) Tebla WplaOromut Tipaa Deer leaH,1Am 4,4A 0. eA T. TA sealpwuar 26• I f 1 Iw aad Ue SOY/Atb09tltsp" r 1-I •I !e elmm0abw. aP Ambw Grove O t M Gr9 o t t 2 e 1 x 4/ 2 1 2 a 4 1 x D 4 / 2 a 4 1 2 0 a 1 2 2 4 + + . . ♦ G.1 C1+ .t . . . + . . . . . . . . • . . . + $' 0Preece 0 Jamb a a a e a n a a a a a a a 9 a 10 0 10 IQ IO IO t0 IO 10 + i 10 to f0 P4Pok eN e.T b7 b7 7+9 rw 7. +a 7•a 7w 7 w 7+e 7+ 7.0 7w aw 0-9 849 bB ew e+9 ew ba 9+10 Ia 2+10 We .10 9+70 9H0 9Ho HoaNaD GH G+1 GN GN G+1 Get GM fa•1 GH p+t GN W1 G+1 CNt d. GN dN G•1 GN CN7 GH G•1 dN COI ON1 M G+ G+1 GN GN +1 N Jame e a e s e a e 20• woo e e e e a e e e e 1 to fo to m m m m m to fo 10 10 to to fo 419ok b7 eN N7 b 7+ 7.0 AB 7w 7w 7w A9 1.0 7•e T+e N0 w e+9 79 e+D. bB b9 b9 ew ew 10 5710 9.10 W10 2. • 0 9N0 9N0 w8n G.1 GN Gal UH pN UN Uq Gq GN p•1 GH GN GN H C4.1 H G+f U• H CM1 GN GN GH d+t 1 GH CN/ p +t CN7 d+t GN ,YmO 8 e "p 2a' DLO e a e a e e e e e e e e e e 70 IO 10 10 10 70 10 IO f0 t0 0 10 10 to 10 t0 �^ P4mok eN a.] e.7 BN Fe 7w 7.0 7.0 w 7.8 7•8 7.a 7.a 7+e 1.8 Tw ew ba aw e•B b9 B ew b0 9.1 9.10 NU 970 9+ • 0 0.10 a. D $ Wad81a Gal GH GH G.1 Wt G+1 G+1 GH GN •1 N GH CHI GH • W G+1 ON7 UN CIH C1N G+1 G+I d.1 G. CNI Z61 Ce•t d.1 GH G.1 GN Jwb e 6 e e e a e a a e a2• CLO a a e e f0 t 10 10 10 10 to to 10 to 10 10 m 10 10 P4wok b7 br e+T 6.7 7a w T+e Tw Tw 7+A 7+e ra 7+e 7w 7w 7w ale bg ew e•9 9+9 • b9 b9 9.10 9+to 0 a.to 0+10 b 0 e 0+10 Heawall G.2 G+2 qa OM2 G+2 Gw Gw G+2 U+2 CM2 +2 G•2 G• x Ct+2 CN2 Gw Gw CN2 G.2 G.x G+2 2 d+2 tS•2 3 U.2 t9H2 Cb2 U.2 d.2 4r Olo a e 0 e a 0 e 0 'e e e e 6 e 70 10 10 10 10 10 iD IO 10 10 10 0 t0 70 t0 P. e.i bT I•a T.8 Ne T.8 w Tw. ha i+6 7+A r•e 7.8 Ha e•9 b0 a.e b9 a.9 a•9 b9 w 9.to ato 9.10 0.10 OHO cot 9M0 a+10 WadBR G+2 G+2 Gw G+2 G.2 G.2 G•2 d•2 C412 G+2 CN2 CN2 d.2 1-& 64• �0 Jam JC4+2 6 e a e a B e e e e e 8 e P4Polt 7w7•e 7•e7•e Ne 7+9 ]w 7w AeEt40f BVe)(IiD�B (R N060 8hbe W Wag G+x Gw d•i G.2 U.2 G.2 CN2 G•2 CN2 G•2 CN2 G.2 G•2WO danm a 9 a 9 a a e B aWmalt aN aN He 7a8 7w T•e 7•e Tw Ha r•e rw 7•e • iw NOTES: 1) POSITIVE PRESSURES IN TABLE 2ARE BASED ON THE USE OF THE 3-1N' BILL. 2) WHEN USING THE 2472• SILL, POSITIVE WATER OF IS 45.07 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4•.34W AND 2.1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' BILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, 4) SEE SHEENS 1044 FORANCHORAOE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. S) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILF A ASTRAGAI TVPFS SHaI PC IMCn ato Tram Cn see etr=ere•.•. O - EXAMPLE ON SHEETO Tenl F 9e. S(n Height to Max. (+) DP (Water InNtmilen RoOng) 6i0 RuarHegnt (+)I7aatpn (RalmBoa, sae Pmseua, pal 3tlaet 17) Finah•tA2' ana rloto3 Low-2•iFl + 8.67 Mtrdpml-34/4• .80.0 High •4• a e0.0 SEE NOTES 1-3 DLOWIDTH= NOM. PANEL WDTH-7' ON LENGTH I_ DLOHEIGHT= DOOR UNIT HEIGHT-10.126' OH RATIO 2.I PANELHEIGHT= DOOR UNITHEIGH7-1.866' OH RATIO = OH LENGTH OH HEIGHT InteMdl P41ook bcksUle®Jamb StralghtAstraial Anctetty L% _. @.__._9p.'ktragaf Straight Astragal Assembly ... �01e ®••��•V SWAstragal LWAztregal AWIVWY �Lockstlle@�V. 13S'Astmgal HeavidutyStIles Hm)v dutirsft Heaw-dutyStOe HeaWdtaySOie XeaWdIlrySNe Hea. -0ufy 5(lle Heald-0utystite HeaWdu"Oe Heavy4utystle �{ Standard Astragal Outside Comer , Insure facer Outside Cosner nrsW+-eif+ Corner iComcw e O nld Comer �-J Partafil(%2) Part96l Part O61 Part061($111c) Part a67 (Astrega9 Part 961 Parmi(SOIe) Partalle(COmer Receiver) p0R R119(Wt.) Part9120(In.) Part 061(StOe) Parte931&932 (Cora&SIN Moum) Part 962 7 e 22 o %Toss <JG. A pJLJ LY1 PE. PJ:A Same T Cosign Pmoure(OP)and Anchor Guendtles Required, (for all approved configurations; on Shaats28]) .. -. Forc0n4r049e9tl eegmregawPO'a176•eomrudb.ewaMK 11 . ...... ... ..:. 'Me)9mum OP vhotNn below ......Wbe emend by T" 2A)71, Tama grpp¢oe to T1lesa ryps 4, u; 6,64,7,7A, BAlAmdtAesmel Aelrecaltypes ehwn belae. _ air I:. w• - ..: .. , :., - • ., ,. - . toa':.. 1906, IPLO 0.0;. A.. nm4c a ¢ -:. - _ . , r- -AntWORNUD -:1 1,: 2 1 3 1 d 1 1 1 2 1. 2 .... 3.. 1 `; -=2 I 3A 4 ' 1 ,2.. .. . 4 1- "- 2• '. 3 4 IC441 24- 17• OLO meadow Jame '. GM . 0 ' C4+1 A .: C4+1 a ORi C IIM+t -,8 .. e _ ..-8 . G+1 C4+1 1..8 ... 8 C441 C44t ..8 ==B =-.0- C4N 0e.. GN Git G+T 0141 'r11- G41 CH/ 110 :10 G41 0441 r t0" 110 G+t GN G+1. GN ` P40* _- h7- B+T .SIT '6+7 '7�8..7+8. 7+8: 7+8. 7b . +8 .86 N81 +8 V48' 749- ;7+6 S+9 'ei9 a+9 :h9''h9 '6+8= 849 h9 "I'Aft0 /:: .... _ +f4z5 f ,.. _. -+WaO 1 W 2V .HoWSN .._.. G+1 C4+1 C441 04+1 CN +1 ON 1 CN7 Gat G71 C4+1 N 64+ CI+t ON1 GN GN 0411 G+1 C4+I C441 G+1 G+1 C OLO ,. JamrD 8 ..a- 8 a 4-1, a 0 8 0- a -8'. 8 = 8-- .10.'..10. 0. D 10" .10 to. 10. s31 P610ak ..18+7 WT. N7 6+7 7+8 7+8 .748 7+8 H0 7+8 :7+8 7+8 7411 748 7*8 7+e 6+8 p+9 8+9 8+9: e49 e+B 5+9..so Pr4alwe: ... - _+F90D a _ ".: ` ... _... ......_' 1416 af. _. .. , ...+. &0 4f 36•. 2T DLO Newsom '• ' ' Jamb -7 CNt104411Gi2 ' a B '6-' 04+2104+1 a' a t441 C/+2 CH2 8 8 :-8 - CN/ S GM Is Ch2 . st Ohl CM .8 CHt C842 C8+ C441 '10 C4+1 10-. C5+1 Ch ).10. .10 GM 10 G+1 C8+7 f0.. 10 C6N Rhaek p hi h7 -hT 6+7 74a' 7+6 46 H8 7 7+5 -Ae TM. i8. 8+0 hB 9+9 0+9 8+9. a+8 80 6+8..Us 8+9 -to- e+9 -DWI Preeerae ... 4AP0.0 / -. _ ,... .. +I-az5ow 075.0 f " r 4? 35• HoadSO Ga2 c4.2 Ca+2 u+2 C442 Ce.z Ce+2 Chz Chi C642 CH 0642 G+2 G+2 Ca+2 C612 05+2 06+2 C542.C5+2 C5+2 c6+2 CS+z C5+2 OLO "`Z5 "8 8. Is 9_ .6 6 9, 8_ a.. 8. 10:.8 a3.0 '10.+5.: 10 ,.t0-`-Ia ,10, Jto I Io'l 10:'.I io. Plmok 8+7 7+8 _7+6 740 7+3 7+0 748 8+51 h8 o"I 5+ h h9 fa+9 -8+9 'he' 'e49 'so 849 h9 8+9. '8+8 +AKO t. :. ^ "Sw MMABahm :. H4O.6 f"' .. Doff �, 41s Hwmel6 G+S CW2 Ch2 Ce+S CN2 M2 C5+2 Ch2 C5+2GM CS+2 Ch2 G+2 05+2 G42 CS+2 CA+2 C8+2 C8+2 G+2 G+2 G+2 G+2 G+2 DLO Jmb - 8�' ...8. 0"'. ' a' <70" '8 e a '10' ' 8 :v8 8 . 70- "4 _ : 10 10- - ID' -10' 10 10 ' 10 10 PBooe W7:.740 .7+6-.7+8.:T40 849 ama =a+0. mo ."9 -5" he '"o 8410 9+70 9HD 8+8. SNO 941. 910 &9 9+10 9H0 9H0 FOR FXAMPtE ON USING TABLE, SEE SHEET 7: N TEA+f 90A PSFFORGLASSTYPESI,Nti &BA; 7A; 888A;+M7.IFORGLASSTYPE7 NOTES:. i )POSMVE PRESSURES IN TABLE 3 ARE BASEDON THE USE -OF THE 4'SILL 2) WHEN USING THE 2-1rr SILL, POSITIVE WATER DP IS 46.69 PSF MAX WHEN USING THE 3-1/4° SILL; POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4- SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED), SEE TABLE 3A 3)4. 3-1/4•AND 2-1t2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1f2•S�L IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAYBE USED WHEN THE DOOR IS PROTECTED By AN OVERHANG COMPLYING WITH THE OURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SM TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DMDE BY 2 FOR PAIRS TO SE INSTALLED. THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TARLE 3 REE AHFFTR 21 A 22 FOR Mon-MUFN.CMN DLO WIDTH NOM. PANEL WIDTH-T DLO HEIGHT= DOOR UNIT HEIGHT-.10.12V PANELHEIGHT- DOOR UNIT HEIGHT -1.8W ANn RHFFTn in A 1n FOR AARFMRLv nFTAB R Interlock Patook Lockstue@)amb StmlghtAttmBal Msenft Lod3tfle@ Saal9htAstragal WAstragal Assembly Lorks9le@ 90-Astragal 135-AsVzgal Assembly Lacksele® 13S-Anregal Heald-dM.S0le3 Heavy-duty5t5e Heavy-dutyStee Xeairy duty Stile Heald-dutylstlle X 4MStilo HeavyAM Stile Heavy-dutySUk Heavy-daty5tik Heavy-dsByAstragal OuHy `. -- Inside Out �� insM'e� Corm Inside Wmw ouutsl J Partion e7) ( Part#% Part 161 Part061 (SOIe) PaHe66 (pine) Part e61 PanW1(591e) Partd118(comH fte[Wer) Pan /119(0u1.) pen 1120(Dt) Parte6l(S01e) PaMN32&132 (Corr`&FIN Mosmq Part P62 TABLE 3lu 81g Height to Max. (;) OP (Vya1W FNration Raft) SW River M (-)Design (RBt raew, aw Prowure, pet am it J) Kau - I-IW wen0t43 Gw-2-vr + .el Mammon-3.1M• ♦W.0 +8pb. +90A SEE NOTES 13 OH LENGTH ON RATIO a 1 ON RATIO = ON LENGTH OH HEIGHT No 58705 II :Di'lia•/D7+ r-l- I Ima. optwNIADW I `1® 16Dwro f NTSI a -22 1 PGTO130 I I - PFJ ram - 11 NOFRAME '748'P-HOOK ANCHORAGE CONS1876 OF: SEECS'CLUSTER SEE JAMB MP-HOOKANCHORS, MAXUNRWIDTH DETAILS, SHMETIO SPLICE REQUIRED@ (PERPENDICULAR TO GLASS SEECS'CLUSTER SEE'C5'CLUSTER DETAILS, FORASTRAGAL EXTERIOR DETAI6,SHEET OFOR NOTE, PLANE) TABLE TrBHEET7 REQUIRES CB' SHEETIO FOR INTERLOCK THIS POCKETS AND MERLO CLUSTER, SEE �'MAX �.C• SHEET SEE POCKET N014 DETAILS, SHEET 11 % (6)P-HOOK r__.__--- x PANELWIDTH x x S MOUNTING INSTALLATION. ADAPTER ; 4'MAX (o)-F , yR� xxx x % THIS SHEET ANCHORS MIDWAY I L S SHEET 14 BETWEEN P4IOOK I IOI 4 PAIRS OF ' ANCHORSSATG" i ol FRAME ANCHORS FROMTOP6 1 Lor "`�' _S OTALS BOTTOM � y fa• le� j ANCHORS UNIT x 21•MM (TgplOy{ORS) 4.051' -'MAX. TO OPENING ; $ YAX O.G ®I tv ALlX o.c. ®• HEIGHT O•C• PERJAMB EDGEOFPOCKET SEE $ (7 NCH OK i' I Q ANCHORS (SEE JAMB ol INSTALLATION ID$ Ia1` xx� DETAIL DETAB.S'Je R 7W ilk' Ic� RI O=P-HDOK BELO4y END PANEL SHEET 146 PART i Iael Ii p MOUNTING ANCHORAGE DETAILS•J' STC', ' , i 1 ^4•MAK ADAPTER x 24OMCAX. (2 ANCHORS SHEET 19 FOR ' L�ql 011--1t ANCHORS r2, P-HOOK L_-_ _rum. - ANCHORAGE ANCHORS END PANEL A ENDPAAIELCHORALE xr %• xxx x .xx• • x x, xx xxx xxxx xr O'MAXX ANC110RAGE (SEE x y% x (SEE:KETCHBPLOVO �. "�. �, YT AN EIOTCNBEIWR ANCJORAGE • CENTERLINE B'RAX IYF. pN4HORAGE ANCNOMG2 ANCHORAGE ANCHORAGE OFPANPL 1 2A4• 26' MAX. F_XMJPLE OSM7Q 2 K BO' OUTSI E CO ER • XXBIXO-EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. BRr86•NOM.PANELS,ANCHOR OROUP3INCONCREIE SUBSTRATE(SEE TABLE 2,SHEET7) 6. SPLICE NOTE: l ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL I 1) APPROVEDANCHORS: SEE TALY.E a SHEET 1 ANCHORS MAYBE ADDED 'r I 2)ANCHOR LOCATION SPACING FOR ANCHOR OUANTITIF_$ SPECIFIED W TABLES 13 SHEETS &B• AS NEEDED TO ALIGN THE I x1FniGR HEAD OR SILL IF ASPLICE 6m x CENTERUNE OF HEAD SSILL: 6' MAX FROM FRAME CORNERS. USE SPE IREDCLUSTERFROM 21• OCCURS AT THE P-HOOK NOM <• • INTERLOCK APPROPRIATE TABLES, SHEETS 8-8 AT EACH INTERLOC CAND STRAIGHT AND CORNER MAX PANEL SEE CS CLUSTER ASTRAGAL LOCATION. PLUS SPECIFIED QUANTITY OFA ITIONAL INTERMEDIATE O.C. WIDTH TAILS, SHEET 10 ANCHORS PER PANEL ADDITIONAL ANCHORS 24'O.C. AXIMUAL 10 PoRINTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 6.B4• Y2'ANCHORAGE REQUIRED IFTHE O.C. DISTANCE TO THE NEXTANCHOI( 17 CLUSTER IS OVER 24', OTHERWISE ANCHORS ARE NOT! 3.6• REQUIRED AS PER THE FIGURE AT RIGHT: (; 61 CENTERLINE JAMBS & P•HOOKS: 6' MAX FROM BOTTOM. 21' MAX OR PAIR D.C. (JAMBS). 14'MAX. ANCHOR OFPANQ2 O.C. (P•HOOK) UTILIZING ANCHOR QUANTITIES FROM ROPRIATE TABLES, SHEE7588 SEE 2-Me FRAMEJAMB P•FIOOK ANCHOR ANCHORAGE ON SHEET 14. BIODUCTRENRWBD REQUIRES '•2'ANCHORAGE SEEC5'CLUSTERI END PANEL ANCHOR PAIR mmjlj`VNGWBu1N j CENTL7TUNE I CENTERLINE Mc> • I . DETAILS. SHEET" � INTERLOCK DE FOR. SHEET 10I {�-ASTRAGAL ANCHORAO Aaequx�w . 4A51' I 1 (2 ANCHORS) B' 3.6' MAX I _ z EXTERIOR V CENTERLINE NE CENTERLINE •.Y ANCHORAGE I�CENTERLINE No. 597d '•,k SEE SHEET II FOR OTHER INTERMEDIATEANCHORSI OFPANQ4 I OFPANQ6 _ uyn. �b'• c rmrOTcaavamrnwlE HORAGE SPACING 6-EXAMPLE PLANS =�T'•. rcol6DPr'?� M VFILL'✓e 0..VLT 7 1-1 pn>rosran ES770ALUM. SGD-LMIMPACT „Y m.,.x. .a� JR /o•1a'14 �4.4Rr.aAvnLAxaen1l m NT8 6 •n PGi61s4 AL xFA.,P6 ABTRAGAL OR L.SPLICE LOCATION IMERLOCKry IF NEEDED CENTERLINE I 2.09' EXTERpR 3.G 7° rxt�eaIoR V 2•TRACK FRAMEHEAOBILL V @7 ASTRAG4l OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REOUIRED, •C4-) ASTRAGAL OR SPLICE LOCATION INTERLOCC+-r`IF NEEDED CENTERLNE I ASTRAGAL OR I (FOR 8PLICE I ASTRAGAL OR INTERLOCK-1 CONDITION, USE I INTERLOCK CENTERLNE I'CS' CLUSTER DETAIL) CENTERLINE r-1-7' - I.--r+1 2-TRACK FRAME HFAD/SILL W ASTRAGAL DR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. MS-) 'LICE LOCATION NEEDED 2.04• 1.75, EKTENOR 2-TRACK FRAME HEAD9ILL 0 ASTRAGAL OR NTERLOCK (USE WHERE B CLUSTER ANCHORS ARE REQUIRED, -M ASTRAGAL OR (FOR SPLICE INTERLOCK-1 CONDITION. USE CENTERLINE I Mr CLUSTER DETAIL) EI EI 4.0WJ )<IEV , ez1ETInIOI JVL 3TRACK RtAME HEAD/SILL V 3-TRACK FRAME HEAD/S81 TN ASTRAGALOR INTERLOCK ASTRAGAL OR INTERLOCK (USE WHERE 4 CL1 BIER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'CAy ANCHORS ARE REQUIRED.-05-) ASTRAG/LLOR {,-SPLICE LOCATION INTEiLOCK+I IF NEEDED CENTERLINE 4-TRACK FRAMEHEADISILL ®ASTRAGAL OR INTERLOCK (USEWHERE 4 CLUSTER ANCHORS ARE REQUIRED.'C4') ASTRAGAL OR� (FOR SPLICE INTERLOCK COMMON, USE CENTERLINE 1 .05CLUSTER DETAIL) —mil 3.5' I- 4- DIAM 4' 437•DAMS. ExTEnwR r 4•TRACK FRAME HEADJ8ILL 90 ASTRAGAL OR INTERLOCK (USE WHERE 8CLU67ER ANCHORS ARE REQUIRED.'C5') 2 ]4(18- 4'DIAG. exrEnnl ASTRAGALOR [.SPLICE LOCATION INTERLOCK-IIF NEEDED CENTERLINE +a��II 3.6• 1-�- 7' -F+I 1 2.04' 21- MAX O.C. T 2 TRAC FRAME JAMB B-MAX ANCHOR PAIR 4-TRACK 6'DIAG. FRAMEJAMS ANCHOR PAIR ANCHORS MAY BE INSTALLED 21' EITHELIN THE EXT.OR INT. MAX TRACK(INT.SHOWN) O.C. 1 o mlI���m'III .� IiIII ASTRAGAL OR (FORSPLKE INTERLOd1� CONDITION, DO NOT CENTERLINE USE THIS DETAIL) 13-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: +1 9.6' I•- r Ja 4-TRACK FRAME HEAD/SILL QASTRAGAL OR I�ERLOCKOR INTERLOCK (USE WHERE 8 CLUSTER ANCHORS ARE REQUNED,'CW) WITH 5 WITHOUTSPLICE CONDITION wp.?ro I ATT81 10 + 22 NOTES: 2L DMENSKINS SHOWN BASE) ON MN. ALLOWS]. 2. FOR HEAD OR SILL SPLICE LOCATIOKVANMCRAGE AT P-HOOK SEE SHEET B. *' Nn.6ATC6 2A0 � OXTER10R AW CORNER /J- 2-T�FRAME HEAD/SILLNEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. •C, e.tr (.t7 NII_{ j(+ 1.4' DIAG. 8.843.5 2.041 J I {+— T:77r ER 1� fi7REp10R 90'CORNER 2-TRAOK FRAME HEADISILL (USE WHEfiE S OR 0 CLUSTER ANCHORS ARE REQUIRED, •26ry W:E-L �11 ills I 1 EMERIM 3S \ I \ 4• r +( !J BD° CORNER 3-TRACK FRAME HEADISILL CWANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) ERFAI(A ---1 8.12' F�- 4' 2.W FXTERKIR FwEmm rich-r T' ( I � 3.6' j-'� 4• gxrff� T /? OW CORNER 4-TRACK FRAME HEADISILL ('CA' ANCHOR CLUSTER REQUIRED ATALL4-TRACKCORNERS) 4' DIAG. 2.04'-,, mFrot 2.04- J E>ERIoR. 4' 13S' CORNER _ 2-TRACK FRAME HEADMILL (USE WHERE 4 CLUSTER ANCHHORSAARE REQUIRED. •C4 ` .4 AS �{- . T <' I5' CORNER FRAME HEMS R CLUSTER REC TRACK CORNET Immlog 5.88' AT ALL4-TRACK CORNERS) u .. - Iwl� 2104' J �-'_ T SAO / 135• CORNER 2-TRACK FRAME HEADISILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED.-0) -�I"IVYVITIM1 - TE TOR .. - CENTERLNE 4 OF PANE. T°J"'L'aR ALL � 'tr ANCHOR IL R VIEWS JW/� I' CENTERLWE II"OFPANLT. Y3'ANCHOR 04 4A8' X RM 3.T 1 RLINE �OFPANEL 4-TRACK rRACK� FRAME HEA ISILLHEA ISLL INTERMEDIATE ANCHOR LAYOUT (3•TRACK SIMILAR) 11 d 22 1 PGTO130 NOTES: 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE. IDENTICAL ONO. FOR EXTERIOR OR INTERIOR r CORNER CONFIGURATIONS. rE PCENTERLlNE OFPANEL 4r ANCHOR 2 4" DIAL. I . CENTERLINE OFPANEf. '+3' ANC14OR 2'04' 4'DIAG. Ss T CENTERUNE F—OF PANEL 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT Na 55705 ; INSTALLATION DETAILS EDGE DISTANCE: vSEE TABLE 11 SHEET 1 Eum 2-1116'• lIlr _reIM SEE TABLET, J SHEET 1 1 i AJI 2XWOOD WODDANCHORTYP., TYP.,SEEANCHOR - SEEANCHORNOTES NOTE 3, SHEET &TABLEASHEETI ®2-TRACK FRAME HEAD WODD INSTALLATION WOOD ANCHOR TYP.. 2XWOOD SEE ANCHOR NOTES , TYP., SEE ANCHOR B TABLE A SHEET NOTE 3, SHEET SEE ANCHOR NOTE 5, SHEET 1 f'U4' MAX.t� 1 2-uttr• EDGE DISTANCE SEETABLEA.SHEETI EMBEDMENT: SEE TABLET SHEET 1 ®2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLEASHEETI 2XWOOD EDDECM TYP., BE ANCHOR SEE TAE NOTES, SHEETI WEE 2.1116" • &TABLEA, SHEET I € EA�B ID 114' MAX. SHIM EMBEDMENT: SEE TABLET SHEET 1 EDGE DISTANCE: SEE TABLE A SHEET I r 24ti6•• 1w MAX. SHIM EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 r 2.1HS' /—MIN. OF3 THREADS BEYOND THE METAL SUBSTRATE NOTES. 1N' 1. ALL DIMENSIONS MAX. SHOWNAREBASED SHIM ONMIN.ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FORALL FRAME 2XWOOD VVOOOANCHORTYP. -'�.SEEANCHOp TYP.. METAL TYP., SMSANCIORTYP., TYPES PER TABLE A. SEE ANCHOR - NOTES SEEANCHOR SEE ANCHORNOTES SHEET 1. NOTE 3, SHEET B TABLE A, SHEET I NOTE 4, SHEET &TABLE A. SHEET ®3--TRACK FRAME HEAD WOOD INSTALLATION 4-TRACK FRAMEHEAD 'DIAGONAL O.C. 15 MM 4• & SILL) METAL INSTALLATION (HEAD OR W (JAMB) SEE WOODANCHORTYP., 2XWOOD SMSANCHORTYP., METALTYP., DETAILS, SHEETS I0&11. SEE ANCHOR NOTES TYP SEE ANCHOR SEE & TABLE & SHEET NOTE3,SHEETI SEE ANCHOR NOTES 7 SEEANCHOR SEE & TABLF A. SHEET I7NOTE 4, SHEET ANCHOR I ANCI4OR NOTE 5, 8HEET 1 (1M"&1rxJ c". Eu m 2-1N6•• EDGE DISTANCE: SEE TABLE A SHEET I EMBEDMENT: SEE TABLE A SHEET 1 im 3-TRTCI(FRAME SILL WOOD 815TAtLA710N EMBEDMEM:SEE TABLE A SHEET 1 2X WOOD EANCHOR 3.WEET1 WOOD ANCHOR TYP SEEANCHOR NOTES --{ & TABLEA SHEETI EXIEWR 15 114-MAX. SHIM SHEET 1 cv4' MAx.) IX NNR f, 4TRTCK FfiAL1E SILL METAL INSTALLATION EMBEDMENT. BEE TABLE A SHEET 1 EDGE DISTANCE: 8EETABLE A, SHEET 1 METAL TYP., SEEANCHOR NOTE 4, SHEET 1 2-1M8 SMSANCHOR TYP„ SEEANCHORNOTES &TABLE A. SHEET - MIN.OF3 EXTOWR 0 114' MAX SHIM .22 METAL SUBSTRATE POTO130 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE SHEET I 1 LYNN No. 56705 OF f3cr 'j �•., 1E G7; INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A. SHEET I CONCRETE -. EDGE DISTANCE: SEE EDGE DISTANCE - - EDGE DISTANCE; NOTES, 1. IONS PER TABLE _ TASLEA.SHEETI CONCRETE SEE TABLE A. SKEET I CONCRETE --, SEE TABLE A, SHEET I SHOWNMENBRE ASE A. SHEETI - -. - - 2.111-r- PERTABLE A,SHEET7 ,. 2.1M8 PER TABLE Z-1/iB' ON MIN. ONMW. ALLOWED. `.XIAM' a- ry �[-�I r .,• • r ?c-.p':i" r MAX 'DIAGONAL O.C. 1L 1 — SHIM .( &SILL) MIN 4-jHEAD(JAMS) ORB°(JAMB)SEE EMBEDMENT: U4' SEE TABLE A, FXTERIOfi ,MAX 1f4• E,1[��{y��opyR ` -, MAX Y' - - DETAILS, SHEETS 0&11. SHEETI - - SHIM SHIM 4T PROPERLY BECUREO IX -' CONCRETE ANCHORTYP., PROPERLYSECURID i% CONCRETE ANCHOR TYP., WOOD BUCK TYR,SEE '-SEE ANCHOR NOTES& PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP.. SEEANCf10R NOTE$& ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A.SHEET 1 WOOD BUCK TYP., SEE -- SEE ANCHOR NOTESB ANCHOR NOTE 3. SHEET 1 TABLE A. SHEET 1 ® N CK FRAME 14EAD INSTALLATION FRAME RMWAOEEHTACONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECURED IX SEE ANCHOR NOTES& -7 WOOD SUCKTYP., SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE TABLE A, SHEETI - ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR NOTE S. SHEET NOTE 6, NOTE 6, - 1(1f4-MAX) SHEETI SHEETI T I (1l4'MA%) _ 1 (114•MAX( knemg 2.1f18' y. EXTEMOR �2.1118•• EDGE DISTANCE - 2411... CONCRETE EDGEDISTANCE: ,.CONCRETE SEE TASLER SHEET I - PER TABLE SETABLEA.6HEET1 PER TABLE EMBEOMENE SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 A. SHEET I Z•TRACK FRAME BILL at 3-TRACK FRAME BILL Oe CONCRETE INSTALLATION ¢e C.ONCRETEKJST LLATVN NCRETE ANCHOR TYP., PROPERLY SECURED IX SEEANCHORNOTES&, WOOD BUCK TYP., SEE TABLE A: SHEET 17 ANCHOR NOTE 3, SHEET 1 EDGEOISTANCE: _I+^ SEE TABLE A. SHEET 1 EMBEDMENT.SEE TABLE A. SHEET EMBEDMENT: SEE -- EDGE DISTANCE: BE TABLE A, TABLE A, SHEET 1 SHEET 1 EMBEDMENT: SEE' EDGE DISTANCE: SEE TABLE A. PROPERLYSECURED ,. TABLEA,SHEETI-~I I SHEETI 1XWOOD BUCK TYP.,._ - tOPERLY SECUREDE EDGE DISTANCE: SEE ANCHOR NOTE 3, , WOCOBUCKTYP., SEE TABLE A, PROPERLY,SECURED SHEETI .-- E ANCHOR NOTE S. SHEETI iXWOODBUCKTYP.,- SEE ANCHOR NOTE 3, CONC,ICMUANCHOR w 2-1H6" SHEETI INCJCMU ANCHOR 4 ! 2-1flB' • SHEETI -; TYP., SEE ANCHOR TYP., SEE ANCHOR CONCJCMU ANCHOR 1' 2-iNB"' NOTE&&TASLEA, SHEET 1 NOTES B TABLE A, TYP., SEE ANCHOR CONCRETE SHEETI -; CONCRETE NOTES &TABLE A, - Me OR Ch1U -I ORCMU PIER SliEETt `' CONCRETE �'- PER TABLE A SHEET 1 V 1X MAX. SHIM (�— TTABLt A ��--LL V qil ' MAX SF6M --.I h-• PERcmTABLE A, SKEET 1 i!4- MAX SHIMi-�— 13 • ZYY 1 POT0130 A, SHEET 1 r: Tit � e Na 56706 INSTALLATION DETAILS EMBEOMENT:SEE W000 FRAMING \ TABLE A. SHEET 1 TABLE 1 SHEETS) FRAMEJAMB SC"T' A. SHEET 1 EMBEDMEN SEE TABLE EXTERIOR SHEEI PHOOK WO OD MICHORTYP., SEE ANCHOR NOTES P-HOOK & TABLE A, SHEET I CONCRETE OR (ALSO SEE TYP. 2Ji93, MIN. A. ILLUSTRATION• SHEET 9) EDGE DISTANCE A. SHEETI ®P-HOOK FOR USE WITH FLAT SILL RISERS •M PARTS 910. 920, A22 OR 924, WOOD INSTALLATION EXTERIOR MOUNT SHOWN (SEE TABLES IA, 2A&3A MAY ALSO SE INSTALLED IN FOR WATER RATINGS) INTERIORCONOITION METAL TYP., SEEANCHOR NOTE 4, SHEET I; EMBEOMENT:SEE P-HOOK MOUNTING CONCI IN.OF3 THRIADS TABLE A, SHEET 1 ADAPTER SMS CMU PE ANCHOR TYP., SEE YOND THE METAL ANCHOR NOTES A SUBSTRATE 20 &TABLEASHEETI (ALSO SEE TYP. EM ILLUSTRATION, BE] EMBEDMENT: SHEET 9) SEE TABLEa SHEET 1 . ` �(f EDGE DISTANCE SEE TAPIP A SHEET 1 30 W; P-HOOKSMSANCHORTYP.,Op SEE ANCHOR NOTES �, & TABLE A. SHEET 7 V (ALSO SEE TYP. 'U93•MIN. ILLUSTMTi0µ SHEETS) 'EDGE DISTANCE P-HOOK FOR USE WITH SOX SILL RISERS PARTS 919. 921. M23 OR925. METAL INSTALLATION EXTERIOR (SEE TABLES IA, 2A& 3A MOUM FOR WATER RATINGS) ONLY 1 CONCJOMU ANCHOR TYP., SEE ANCHORNOTES& TABLE A. SHEET 1 -ANCHORTYP.SEE ANCHOR NOTES &TABLE EMBEDMENT SEE A. SHEET TABLE A, SHEETI� (ALSO SEETYP. ILLUSTRATION. SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS ®Ja PARTS 018. 020,#220R1124. OONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN (SEETABLESIA,2A&3A MAY ALSO BE INSTALLED IN FORWATERRATINGS) EXTERIOR CONDITION P•HOOK MOUNTING EMBEDMENT: SEE AOAPTERCONCJCMU TABLE A. SHEET 1 �"I ANCHOR TYP., SEE P ;,_;-- ,,;.-.;; 7-+„ } ANCHOR NOTES STABLE MIN. EDGE DISTANCE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIL ALLOWED. 2. FIGURES ON THIS SHEETARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEETI FOR ALLAPPROVED SUBSTRATES. 3. SEETABES 13. SHEETS "FOR REQUIRED P-HOOK ANDP•HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. P•HOOK CONCICMU / ��--LL g ANCHOR TYP„SEE V umugrfAroryEdy ANCHOR NOTES & TABLEA. SHEET i Rdid4a� A.eePleryT(y (ALSO SEE TYP. 2.69r MIN. ILLUS7RATIOµ EDGE DISTANCE SHEET B) RY_ w>.i r»x n�+NncwO.y FOR USE WITH BOX SILL RISERS ®P-HOOK K PAR76711B. Lt21. tl23 ORR25. IDOERIOR NvLINN......., .f, ta•'VCENS@' CONCRETE INSTALLATION �. (SEE TABLES IA, 2A&3A MOUNT No,56705 FOR WATER RATINGS) scam I NTS 1 14 •22 P.E. 11 co EXAMPLES HEADER DETAIL SHEET 16: INSTALLATI DETAILS'AW 6, SHEETS 12 & SILL DETAIL 12&13 MAX UNIT, . WIDTH MAX NO&L PANEL WIDTH TYP. PER TABLES" PANEL PANEL 001 PANEL TYPE TYPE PANEL CORNER DETAO.'N2', TYPE 'O5 AS' TYPE SHEET 19 & CORNER ,A, ANCHORAGE SHEET 1 NOM. - MAX UNIT P� PANEL WIDTHRTYP. % r HP INTERLOCK DETAIL 'M', iE1GHi SHEET 19 HEIGHT SEE TABLES €KTFAM IN1F IOR NOTE 2 TAB t i 1I3 1 DFFTTA AIL LM SS2HEET J GJAMB ve III �Gd. SHEETS EXAMPLE: 9D' INSIDE CORNER, 4 PANELS - WXX 1-w LS rnlvML. %ount4rm FRAME CORNER DETAIL DETAIL NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE:. SEE DP/ANCHOR TABLES, SHEETS S-S FOR MAX PANEL HEIGHT AND WIDTH. SEE SHEETS 1S & 19 FOR SECTION DETAILS AND SHEETS 12.14 FOR INSTALLATION DETAILS 2) (1) LOCK (ITEMS 76 & 107.110)AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. Mr.0FAUM.A29M DLO WIDTH -NOM PANEL WIDTH.71 OLD HEIGHT= DOOR UNIT HEIGHT-10.126' PANEL HEIGHT= DOOR UNIT HEIGHT-1.GSG1 15 a'y1 146170190 A. LYRej 6m PJi. CONFIG. EXAMPLES INTE' I IEDJAMB DETAIL'G2', '.ASTRAGAL HEADER SHEET 16; INSTALLATION DETAILS 41' S 1&; INSTJ DETAILS'GW8'Gd. 1.2 SHEET IO 'AWA'A S HEETS.12813 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE L. ,IT A, MA NOM PANEL UN' HEIG MAX. WIITTHTYP. SEE PE TASI OLD PER TABLES 1-3 NOTE2, v HEIGHT SHEET 15 �} - MAX. UNIT � —.-� IPERABLE JAMS DETAIL G8, SHEET 18; 4STALLATION DETAILS GW 8'Gd, SHEETS 12 813 SHEET TRADER DETAIL'N, SHEET IS; Mm ETAILS INSTALLATION OETAILS'AW 8'Ad, DLO 1281� SHEETS 12813 _.._ TYP. --WIDTH ,. PANEL ; PANEL PANEL PANEL TYPE TYPE TYPE -TYPE { ,A 'CS' '08' MAX T UNIT HT SILLDETAIL NOM. HEIGHT T)', SHEET A1AX ,. SEE PER 18; mPDAlFN1ETP D.0 NOTE 2, TABLES INSTALL PER - - 1-2 DETAILS HEI HT TABLES 1a SHEETI5 DW a'De. SHEETS 12 ��I.�,, I V 613 X .. X X X .-1L .PANEL CORNER mDTH LV.SWEET� I - PANEL CORNER EXAMPLE: OXXX S INSTALLA ON DETAILS Imo'~ �• UNIT WIDTH � CONSTRUCTION DETAILS SHEET 15 2-TRACK T)W WK SHEETS 12 a 13 EXAMPLE: 900 OUTSIDE CORNER - XX1xX (2 TRACK) JAMB DETAIL 11'. SHEET 18; ASTRAGAL DETAILS 1-1' 8 INTERLOCKDETAIL M', SHEET 18 INSTALLATION DETAILS 1W a N L2, SHEET 10� ,^1 INTERLOCK OETAIL'M, SHEET 18 1A', SHEETS 12 813 v , ' 'HEADER DETAIL JAM8 DETAIL'H2', SHEET P•HOOK DETAIL %1 8 7C, SHEET G', SHEET 18; 18; INSTALLATION DETAILS ItINSTALLATION DETAILS'JW, INSTALLATION ;JAMB DETAIL'IP', SHEET 18; INSTALLATION HW 8'Hd, SHEETS 12 a 13 'Jd,'KW a TCd, SHEET I4 DETAILS 11W 8'Bd, DETAILS 1W 6'Id, SHEETS 12 a 13 SHEETS 12 813 MAX UNIT WIDTH = :. PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE MAX UNIT NOM.$ HEIGHT PANEL @g PER %f - WIDTHTYP TABLES MAX SEE PER i 1.3 OLD NOTE Z. TABLES 1-3 I HEIGHT SHEET O x x EXAMPLE: OXXXD SILL DETAIL'e, SHEET 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW 6'Ed. SHEETS 12 813 MAX.UNITWIDTH—� PANEL PANEL PANEL -TYPE TYPE - TYPE M FP5ANEL 'P 1rMA NOM. UN PANEL �j HE GI WIDTH TYP -' 4 PE SEE ES TAB) . OTE 2, SHEET 115 OLD HEIGHT TA 1.T X 0 L — L r HT t ES EXAMPLE: XXXO SILL DETAIL'P, SHEET 18; (-TRACK. BY-PASS) INSTALLATION DETAILS 'RY8'Fd, SHEETS 12813 16 s 22 1 12070130 JAMB DETAIL W. SHEET /18. INSTALLATION DETAILS L( GW 8'Gd, SHEETS 12 813 NMMR INTERLOCK DETAIL M',SHEETIB 80.OUTSIDE CORNER DETAIL M', SHEET TS B CORNERANCHORAOE SHEET YT INTERfOR e>c>Fw NOM PANEL WIDTH TYP. PER TABLES .._..___. 1-3 )ER DETAIL'C'. SHEET 1STALLATION DETAILS 6 re. SLEETS 12 813 *:' Na.5870S ASSEMBLY DETAILS (SEE SHEET512-t4 FOR FOR INSTALLATION DETAILS) _706 FULL PANELJAMB tEN07x of 2-TRACK JAM8 6'LONG CLIP 0105 I WIRETAINFR0106 MIDLI4 (SHOWN WITH I FIXED PANEL TO THE INTERIOR) JT,g eam !-TRACK JAMB UP 8�05 MRETAINER0123 3HOWN WITH IXED PALL TO HE EXTERIOR) SHOWN WITH 2-TRACK WISCREEN OPT, SCREEN A FRAMEHEAD TRACK om a f2 TRACK WISCREEN FjtjO'Ei SILL ITEM Bt SHOWN. ITEM 60 ALSO APPLICABLE. SEE TABLES 1.3. SHEETS "FOR DP (PSF)ASSOCIATED WITH STILE �l' l 2-TRACK JAMB (BROWN WITH OPERABLE PANEL) 2-TRACKJAMB W/SCREEN 3-TRACK E FRAME SILL 5 101-i '77 750A Bi 1e s 5 SEE DETAIL G1 FORFIXED ., PANELCLIP a 10-1.. ._. SEEDETAIL02 _..., :-. ... 103 FOR FIXED 5 .:.., 800R B1 PANEL CLIP tG3. 5 16 77 �T.E� �)-I•E%TE BOOR 81 �� v ..z. �enEw� 3-TRACK JAMB ®(SHOWN WITH 3-TRACK JAMB 4-TRACKJAMB ®(SHOWNWITH (SHOWNWITH 4-TRACK JAMB (SHOWN WITH OPERABLE PANEL) H FIXEDPANELTO FRIED PANEL TO 12 OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) "T OR a 4-TRACK F FRAMESILL • 22 JNIT -PER TABLES 1-3 t4 '- Na 587tlS '� ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) Of STANDARD ASTRAGALS87 Lt WITH STANDARD STILES p., EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) I, ga�m W ITH HEAW-DUTY STIES 481 EXTERIOR BOX ASTRAGAL SHOWN (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOXaN) ®186' OUTSIDE CORNER D7 2 MMSHOWN U RREIWR BO' 1 BO CUTBIDE CORNER 2-TRACK SHOWN 81 QWMROR 90- INSIDE CORNER 2-TRACK SHOWN 19 + 22 N T INTERLOCK 'ITEM B81(HEAVY-DUTY STILE) SHOWN, ITEM 880 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES t i, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. No, 500705 Rem wD A D POTM De.cFIpNBn 17300 i 308 2-TRACK HEAD - 2 17303 SI7303 TRACK HEAD VWH SCREEN RAL 3 173Oo 6173M 1lRACK HEAD 1 /7912 817312 13MCLNEAD 5 7311, 8 314 FRAMESOREWCDVER 6 1mir 017317 FRAME IEADM9MSADDON 7 1130/ 017301 TWOKSLL O 173ot 8t730t 2TPAC(BLLwUNBCREENRAIL 9 IMF 617301 1TRAC(SLL 10 17310 017310 13RAC(SLL 11 t7313 817St3 FRAME SILL1RACK INSERT 12 17310 817116 FAI161ESLL 6CREW ADDON(SEE N07E 3) 13 1T318 6/7318 FIWiESLLSCREEN ERDADDOR(SEE NOTE3) 11 173CS 6t7305 7RACK3ALI0 15 17302 617302 2•TRACLAAM4 WITH SGEENRAL 18 17806 Bs7J08 7RAC(JAMB 17 77 311. 6f7311 1-7MCK AANB 18 17342- 817322 SLLRISER-FLAT, FWSN, 1-UT 19 17319 017312 SILLRISER-BOA FLUSN,1•IW 20 -1 1 017321 SLLRBER-FIAT, IOW Yd? 21 17318 617310 SLLR6ER•BO% LOW. 2.12' 22 17355 8AM5 SLLRM -F I. ECWA•3-0W 23 1735/ 677351 SLL RMER-BOklffwv L3.OP 21 17323 817029 9LLPIBER-FIAT,NDN, 1' 25 17320 SII320 SLLRISER-BOYt(KK' 28 17333 o1T393 POCKETPROOK 2i 70T0 61070 NEOPRENE BUWVIBiP FOR IYIOOK W 17334 81T331 POCKETPIIOOKMOUNI 29 7335 eI7935 Room: COVER W 17318 617318 POCKETMOOKFORDWRISER 3i IT378 B7T37B TR ODAMER 32 TIM 617378 135FDEDMOUNT ITEMS 1057 ARE SCREEN PALM 10 1 4319 1 612M S/SfEENWLM-LOOMME 41 1 ILOCKWOSK LOWEST 12 1 41818 SCREEN KEEPER SPACER SET 13 6152 1 05152 SCREE78RERLOCKAOAPTER N 1128 01128 SCREEN DOUBLE INTERLOCK IS 137 et225B SLEW TOPRAL IB 1318 Simi, s=ENBOTTOH RAL B - 668 78PK UVINDAROROUER +6 NO 7SRAx ANOAROROLLER-SLS7L IB 19N81311 8CEENAB)RMNI 17310 017918IW2 O1092 OMEN SPLINE-.IGV f0W e1694 SCREWSPLINE15P L53 61516C78 SCRE W,INUP XI•XIIIO'SET. BLOCK, NEOPRENE 85 N5 1128 1'%1'XiHB'86T. SLOG( NEOPRENE OS Nb ItemPOT I POTS' Oeecdptien 56 OMNEM(ISFAL WRASFAL SPACER(COMPOSIfE SFALANffOSSOMM 00 17325 817V5 PAKELSTLE 61 1T326 617= PANELSTLE(HFwWDIFIY) 02 17 817321 FOERWC(ADM7DR 83 1225 BIP219 V2IYL BULB WSTP.-THN QNSIDE WERLOCQ O< 1729 7/710 8LL WO WEA7NFASIRP PAD SS 17328 61732B: KMRLOCKRWWCGVER 07 f7329 617329'ASTRAGAL W 17309 617339 HEAW OWYASTRAGAL W 17321 817321 BBOTIOMRAL IS 7350 /17350 MAIRERSTWEXIENBPN(NLEC7DN OWED) 71 1095 1 71095- 1-We Xt'X37PN13HFNSEALCIS F OS 7E O1S3 M153X TAN 1ST. SIL ROU.FRASSY. 73 8153 TOMOM- W OEM NYLONRDLLEAASBY. 7/ SLICO—N DOWNS, UOW-9950R GE-77W 15 BI85 78135X GEMBOMORTICE 311LY DUAL WCWILONO TRIM PLATE 78 71032MFPFX 8M32XI•FL8SSCREWW7IYPE'F•7P 77 7f07239 1032 STEEL ZINC UNLIT 70 17351 ii357 1'q BEAD W 17359 017359 VIVILEADFFIEDPANELCLP 61 173W 017350 W18'BEW 02 1224 BIP217K VINYLIKILOWEATHERSTILP W 8/745 1715 LOWE NO, W XNIWSGL SMACK TAPE,POLYEIN. 100 ow,18062 ROLLERAW NOTE PWO lot —TO-2 / 7 3LMB BUMPER 1095 1 11898 505700 103 8too 7818BXi —Too VKEEPER OI a53 KEEP SCREEN LOOK KEEPER 105 1731/ 8173F1: FOEDPANELCUP-8•LONO IM A52 e=, FOMPA LRETANER-WIV IO 1739 FITTS: RANOLEK9-INTER RAISEOWITNTHUMBIURR f08 f 10 TITFO NRNOIEK •RASED E70ERD0. XANOLE 109 1731 —it& 781099 RMIIILE KIT- RECESSED UMMR WIN TNIRAS TURN 110 76178 1fANDLEKB-KECE53EDEMERIORFULL 111 71GW PPSDAI(610 X3F1•PH. PM 7EK-S.8. 112 1235 0T8/8 WSTP,.21OX.170-FNSEAL 113 1112 OW08' .IU-X23PFNSM 111 710XN5PNR 010X1.17T 115 7f07PN noxv 11S 72 x 011.ERML8. 117 720x112% 011.20X7-tWS.S iB t7—= 8f733e 900EGRWCORNERRECENER 119 1T03T 817337 900EORFP OI1f5DECORNER ASTRAGAL 120 tT33B Bif7938 DEGREE NBNE CORNER A87RAGAL N3 1T352 617952 FOEDPANELRE7ANER?f8•. NOTES: 1) ALL ALUMINUM =0063•T6 2) ITEMS 0 33{i0, 67.69, BE.76, 09.00, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 9006AO I NTS 1 20 0 22 NOTES: 1)ALLALUM62UM = 6663-T6 2) ITEMSO 33-M. 67.69, 66, 78. 0409, 1218122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 3) USE OF912 OR 913 REQUIRES MIN. 910 SMS OR 31110' MASONRY ANCHORS @ 24' MAX. O.C. NO.5D705 6.089" 8.582• 138' 0.080• 138" 1d1.97Y 1J!11' 05' 047 0883 T8 0.081 " 1.0190.081• 0,081O2.TKNEAD O.082 6003-T6 AL) (87ACCSL 90 S REEN� gnLr 6.198" 8.198" (5089-TS AL) 8.52W SAW OA80 -+11.046' 1.211" iJiOG" Rf 1.90.082' 0.081" O2•TRACK HEAD WI9CREEN TRACK (6053-T8AL) 03•TRACK S&L 7063-T0 AL) f1 2-TRACKJAMS PREEN To (8083-8-f pLj TCP RAt 1"-- 7.105' ---. I — o_ .'e .nue 1w (5003-TB L) u 0u1�� uu �1.2 11. 0.081" 03•TRACK HEAD (8083T0 Ay 9.142" 0.081" O4-TRACK HEAD 8083-T8 AL) a- 71.080" OA62' 0.53r2" I 1.Sir FRAME HEADIJAME SCREEN FRAMESILLSCREEN .FRAME D (BD�1-TeAL) tx (NO o-ONAL) REQUIRES MIN. 910 SMS OR 3119' MASONRY SEE SHEET IT FOR SILL RISERS. ANCHORS 0 24" MAX'0.C. W 4AV 0.080' 1.508' 07, 2-TRACK SILL (5089-TO AL) 1 o.090• 0.780• I 1.900' DFRAME SILL SCREEN 7s ENOADO-ON (6003-TSAL) REQUIRES MIN. 919SMS OR 3118' MASONRY ANCHORS ® 24' MAX. O.C. 6• fe 3-TRACKJAM (8053-T8 AL) • 22 (DE JAMS (BO63-TB AL) 0.876' 1A93 O.OBT' SCREEN /e BOTTOM 8063• _AL) Np 56105 0.718' 0.89- 3.802' 2.304' 0.762' #n3OP-H00 0r 0.76Y 0.8a 0.082 Ob74' Ly 0.07 0.798' 1.1 0281• O.OW' D.OB2' F SILL 0.233' - O.OBY P-HOOK MOUNTING P•HOOK SCRE O- 17 OP -HOOK 2B 0 R R OA80OR fiOX RISER SCREW COVER (8083-T6 (6083•T8 AL) (8003-TEAL) (8083T8AL) 8083•TBAL) (�83•TBAL) 1 .155 2m. 1.g88• M4'O.0m.0.830'oDt0.1.974,244• 01 135' CORNER O 135° FIXED MOIR4T O 6TANDARO STILE (BD63•TB AL) (BOB3-TB AL) (e003-Te aL) 3.979' 0.075' 0.126" 1h- 87 STANDARDASTRP.GALT8 (B063AL) 1m. D.767' 0.060• 1� FDO D 1 Bt NE CLIP (505346 AL) Bt HEAWDUTY(8083•TBAL) STILE 1.739' to o.a6r 1.eee' OINTERLOCK AOAP7ER (6083-TB ) 3 979' t OA76' tA60'1.050• 1.646' t3o4• _ 289°048' •811• .486' •y•I 02Bi, 3.2b' .045• .045' -►11•� OH AVYYCXJTYASTRAGAL OOTOM RAIL GLAZNG 116 (T80O8� IOA..T'L) PANELG B7 OB'GTLAAZIN)G (8083•TB AL) -►1 1.03, Ir i ODW0.080'� I 0.70V 2Mr 1! O.W .550• O.9B31�• 0.709• (,,-,)FIXED PANEL O.OW° (8083•TB AL) 2026' 71490'OUTSIDE CORNER ASTRAGAL FIXED PANEL 11B 90'CORNERRECEIVER (W6lT8AL) 106 RtTA1NER.9H8' (6083•T8 AL) (5053-TEAL) 1.ao3' oazs O.00Y INTERLOCK � (6063-TB AL) 6CREW COVER 5.621' 0.137 WFlm1ee WWne19 A m y a 4 4, 9vmi P a 12090' INSIDE CORNER ASTRAGAL ���t,(IYNN T( 3l 66706 ••. STAtE W ol •' F'LDR1D�•: � Gam= SSIONAL�t?, A. L'i1�tNBBIERb'6,` .UM.SGD-LMIMPACT 5 22 +22 n P0T0190 M M'®� � MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) PRODUCT CONTROL SECTION I1805 SW 26 Sheet, Room 209 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 P (786) 3M2599 NOTICE OF ACCEPTANCE (NOA) n'aw.m1sMWde.e0vkc6nomv 1070 Technology Drive North Venice, FL 34275 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact', sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dada 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, model/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 jab site at the request of the Building Official. This NOA revises and renews NOAN 11-1114.04 and consists of this page I and evidence pages E-J and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Petra, P.E. MlantoaDE COUNW NOA No. 15-0519.09 Expiration Date: December 21, 2021 %lZJ1S Approval Date:, July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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 an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F17,5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 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 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405 06) 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) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.' 06-040S.06) �t V Mcoal r „P.E Product Control miner NOA No.15-0519.09 Expiration Date: December 21, 2021 E-1 Approval Date: July092015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis; complying with FBC-51h Edition (2014). dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 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 06/19114, expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc, for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOANo. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL-4858 and FPL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08106, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo. 06-0405.06) G. OTHERS 1. Notice of Acceptance No.11-1114.04, issued to POT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/16/12 and expiring on 12/21/16. Man el P P.E. Product Control miner NOA No.15-0519.09 Expiration Date: December 21, 2021 E-2 Approval Date: July092015 1. GLAZNGOPTIONS`(SEE DETAILSON SHEET 2F FOR INSTALLATION ABOVE 3D FT, GLASS TYPES GTHRU LMUST)'AVEA TEMPERED GLASS CAP. ASH5•LAMICONSISTINGOF(2)UTESOF1/5•AN HEALEDGLASSWRNA.000•TWINTERLAYUL 5HC LAM]CONSISTING OF(1)UTE OF l/rANNEALEO GIASSAND(1) LITE OF 1WHEAT STRENGTHENED GLASS WnHA.DWPVW INTERLAYEA RARAY BUTACRE A VS INTERLAZE. pVDINTER'AYERBY[7k7— CHENCAL COMPANY Q 6I15' LAM' CONSISTING OF MUTES OF 1/5' HEATSTRENOTNENED GLASS WTTHA.02PT°VB' INTERLAYER D. 7H5' LAMI CONSISTING OF(2)UTES OF 3JIWANNEALED GLASS VWHA.OWC'PVB• INTERLAYER E 7A5•LAN CONSISTING OFOI LITE OF SNVANNEALED GLASS AND III LITE OF Wr HEAT STRENGTHENED GLASS WITHAJMO•' WINTERIAYER F. TRE'LAN CONSISTING OF (2) UTES OF 3/15•HEATSTRENOTHENED GLASS WITH ALWYRVB• INTFALAYER. NOA DRAWING MAP 0.13N5•LAM'IG:(1 )UTEOFIWORSMWANNEAD(IAS,AIRSPACEAND 5115lAN CONSISTNGOFl2ILITEROF1ANEAIIDGlA33LWTHAMOTWDi7ERlAYR H.13M5'LAMI 10:(1)LITE OF 7/B•ORSMB'ANNEALED(MM)GLASS. WV OR WARSPACE AND 5HB•LAN CONSISDNGOF ( 1) LITE OF I/rANNEAlED GLASS AND(I) LITE OF 1R' HEATSTRENOTHEIED GLASS WITH A ASO'PVB•INTERLAWR 1. 1311V LAN 10:(1) LITE OF 1IB'OR 3M0'ANNEALEO UAN)GLA$S, 5115.ORWAIRSPACEAND 5115•LAN OONSIMMG OF (2) LITES OF 1/S'HEATSTRENGTHENED GLASS WITH A DBO'9M WTERLAYER J. 13MB• LAN IG 11) LITE OF W 0R3HCANNEALED (MRL)GLASS,3R5. OR IWARSPACEAND THr LAN CONSISTING OF (2) UTES OF WrANNEALED GLASS WITH A.ULO"•PVB' IN7ERLAYER SHEET GENERALNOTES_.... ,_I GLALNG DETAILS__..._2 DESIGN PRESSURES_.._3 ELEVATIONS_ ..... _—.! VERT. SECTIONS_..___ 5 NORM SECTIONS___ 5 PARTS UST...__..__.._ S EXTRUSIONS_. 7 CORNER DETAIL..___. 5 ANCH0RAGE.-__.._..5.11 IL 1311V LAMI IS: (1) LITE OF I/5. OR 3R VANNEALED(MR) GLASS, SM S•OR 1N'AIRSPACEAND 710' LAN CONSISTING OF (1) LITE OF 3N5•ANNEALED GLASS AND (1) LITE OF 3/1B' HEAT STRENGTHENED GLASS WITH A.09D• TW INTERLAVER L 13/1S• LAMI I(2 (1) LITE OF lW OR 3H6•ANNEALED MR) GLASS, 3M8' OR IWMR SPACE AND 7MV LAMI CONSISTING OF (2) UIES OF 311V HEAT STRENGTHENED GLASS MTN A.MW-PVW INTERLAYER 2. CONFIGURATIONS: OY,%O Xox 3. DESIGN PRESSURES: (SEE TABLES. SHEET 3) ©A NEOATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. E. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. A. ANCHORAGE THE 33113%STREW INCREASE HAS NOT 6BEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS a THROUGH II FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. B. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASW,. 7.REFERENCES: TEST REPORTS PTL4B55, FTL499 AND FTL5330. ELPO TEXTRON NOAS Q ANSVAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUWNGTHEHIGIIVELOCITY AHURRICANE ZONE IHVH4 S. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL NAVE ATEAPERED I.G. GLASS CAP. BOTH THE OF AND ANCHOR QUANTITY REMAIN UNCHANGED. Na 5005 PA.Ipi AA MIt0105.RiC/� yyiybg'Qp fir' MV10 1G' NOM. GLASS SITE GU GU 116'OR 3110'ANNEALED OR TEMPERED CLAW 13/1W LAMI IG GLASS W16116' LAMI NURNNT BUTAC rue ODT:RIAYER • m SPVBIY IEASTMANC�CALCOMPANY Q1 NOM aEXTERIOR I RI GLASS SITE (ALLSECTIONS) 1•'-'� m 711 ANNATED 7116° LAMINATED GLASS 13A6' LAMI IG GLASS W/7116' LAM[ M 7 MODUCTRBVLSPD B �7h4•�BEm Wmldv AAa�pom�l a)vpq a M, v �obq _ i<: Na 50705 APOR INSTALLAMON INTHZ WMABOVE30 PT, GLASS TYPES G. L SHALLHAVE ATEMPEREOIG. GLASS CAP BOTH THE DP MID ANCHOROUANIYY TO REMAIN UNCHANGED. - :r Z;p7• p¢Ba%v3N `-"� �— NLMM. nVlflL(M11lRL ARlLI vA10904.RRn� YLt6Lr6emn lw7m 70 P •71 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26 31' 0316 D S18 SO'- or B,GBA,H +60.0 0.0 +60.0 -80.0 460.0 40.0 +60.0 -60.0 +60.0 .0 .600 4W.0 �0 0 - A,BG,H , +80.0 0.0 +6D.0 40.0 +60.0 {A.0 +60.0 •600 +60.0 Z.0 460•80.0+58.8 -W.8 +68.2 6.2 Q98 TNEIm¢�1 0 aT GASSTYPBG- +80.0 D.O +60.0 0.0 +60 'MO+600.0+6.0-60.0+60.0-600 . +58.2 -W.2 +523 2310538 108 ABOH +80.0 �.0 +80 . •60 +0D •0.0G0oo*60.0 64..8 +51.7 31.7-60.0 B,G,H •80.0 . . . 33.8 +50.9 .60.9 LSKALLKAVEA Te6FMO aGASS111' CAP. BOTH THE DP UP T0111" O,I D E,F, +60.0 •60.0 ANDANONOR UP TO ill" J L Wm ANrRE N +75.0 -75.0 UNCHANGED. TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN, FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLA83 WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" 70887/18• , Ni+60.0 -60.0 70887118• D'E'F' J L . +76.0 -75.0 TABLES. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1' SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 2B' 1 38" 38318" 48• I SO 8/8• I 84" I 80" 63" ev A,B,G,H +75.0 -76.0 +75.0 1 -76.0 +75.0 -75.0 RO +76.0 -760 +76.0 -78.0 +75.0 -75.0 +75.0 .75.0 +78.0 -76.0 R10DD�TRB`T� 880 A,B,G,H +76.0 -75.0 +75.0 ' -75.0 +76.0 +75.0 -780 +75.0 -75.01 +75.0 1 -76.0 1 +742 -742 +702 -7G2 7T A,B,G,H +76.0 '75.0 1 +75.0 1 -75.0 1 +75.0 1 -75.0 1 +7&0 1 -75.0 1 +76.0 1 -76.0 1 +76.0 1 -76.0 1 +69.6 -69.6 +65.2 45.2 74' A,B,G,H +75.0 -75.0 1 +75.0 1 -76.0 1 +75.0 -76.0 +75.0 1 780 +75.0 -76.0 r75.0 -78.0 +88.1 fi..1 +63.8 e m,wIW,HAm,alxia, C,DE,F, .63.8 � tg_p5p, ax 1 UP TO TV I J,K, L +75.0 .-75.0 GLASS 7YPrS: TEST REPORT F71,48M (XD)% FR48M (OX& XO) AND F1L.6330 � A. 6116•LAM[ -(VB° A,.090,1/8° A) G. 13N6- LAMI 10-11W OR 3116-A(MIN.),5116.OR 3/6" AIR SPACE, 5I18°LAMI -(118•A,.090,1/4A) B. 6/16-LAMI-(U8' A, .090,1/8• HS) K 13/18' LAMI IG-1/8. OR 3116•A (MN.15116. OR 318'AIR SPACE, Sf1G LAMI. (116°A, .o9o.1/6-HS) C. 5/16• LAMI -(118- HS, .090,111° HS) L 1311G [AMI10.11W OR 3/76•A (MIN), 5116.OR 3fS° AIR SPACE, 5116° LAMI - (tIWHS, .09D,U6'HS)�aav D. 7/16• LAMI-(3'16- A, .090, 311S' A) J. 13/16• LAMI IG-IW OR 311VA (MIN), 3116- OR IW SPACE, 7H6° LAMI - (J.116°A, .090, 3116-A) az'A' E. 7/16° LA511-(3118' A, .090, 3f16' FIS) K 13116" LAM] K1-118. OR 3116 A (MN,), 3116° OR 114- SPACE, 7/16- LAM) - jYlS'A,:090, 3/16'HS) Jr. 711W LAMI . (311W HS, .090. 3116- HSI L 13116• LAM[ IG-118.OR 3116•A IN), 3/16.OR 114' SPACE, 7116' LAMI - 18'H5, .090, 311E-HS •/*:-.e• %�T `• �' 7 },11s ' r ' P `•. 5�A tx was a xOCN/M0E1w19&1EET loroht"eaemoxnx -,r �r DESIGN PRESSURES JA WTI/II E AbONNDEB09BIhEf vum xvextC,0.1m, oama. _ p -3q OW IMPACT �'':,,�gfQ ....L Gam,•` ua vxiTf' o A1.n[DrocwloeaTo".ssrwore Fx vnse ,u ,evro NTS 9 • if I127-fo F 97W 1� MAX DLO8PIT MAX DLOFDD:OV39r 3Tw 1 1 VENT MAX OLD MAIL WA VENT FIXED 0 D B B B i - 11W MAX WIDTH I.F. FRAME li dd 7MW M X WIDTH IF.FRAME—�{ 111•MAX.W1 FLNGE FRAME �7H8`MAXNOTHFLANGE FRAME DETAIL B - XOX (114-t12-114) DETAIL C - XOX (713.113.1I3) NOTE: 1. 93 LO FW18'MAX 939I18'WVL SEE SHEET B FOR VERTICALAND HORRONTALSECVON DETAILS. DO(ED OLOVENT FLANGE NET FLANGE ATHEADANDSLL FRAME ALL 16 MAX / i I AAXCONFlG. FIXED OLOALL _—n6 I.F.FRAMEFIXED VENi8 87 MAX _ umFdYLM �HnIAePb�W LDES nwevy0we Q/-��QpA IF.FRAME aN -WZI I X ALL I CONFlO, el Pane 1 13 FLANGE FRAME ' D I 1aDe�LYNN ........ !!F'''% 73'MAX VADTN LF. FRAME--yI VIEW D-0 :`��: irMAx.vnDTHFLANGE FRAME ---�{ (FRAME CORNER CONSTRUCTION)NO'°8i05*- DETAIL A-OX OR XO ut 1.055, NNS F M/OWA781189811EET °� _� •• /r-/'� L� AMOF . J.L '.055, E IAld7MfNE7NIBBMFHf 10N ;RW]°�°dre ELEVATIONS-�^k'•:Stoka f s l o NDauxo9Dm&I Padp{ I6B PST ALUM. HORIZONTAL ROLLER IWNDOW IMPACT �''�'1,S/ONAL. v FA 2i$gB !.d 19188 NnWIdARWI� VLldb•b`smr �y Ai4MldAliil Pa lao+o NTS a . li I777-70 p PFJ�m FUNGE I I FRAME "IX VENT Ow NAocoX FIXED SECTION C•C SECTION, FLANGE INTERIOR MArH(FLANGE +� — -. "., •. MAX. WIDTH (FlANOE FRAME) ... EXTEwaR 19 _ SECTION B-B'- (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) (HORIZONTAL SECTION -OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIO FnooucrRevuFO nmurlruN.im meF66fi Oeiime Ceb �q Cm��tmiml�ae. '081 4dL1 _ n.�i:nii•�..j SILL SECTION, I.F. FRAME) P-0 �A 0A RWI. HEAD SECTION, I.F. • 11 MIDWGII DESCRPTION MAIL Pan D 1 2 4102 4025 A PIANtSFRAMBHEAD SASH87DP TD. NDLIPT 6063-TEAL 612237 6067-T3AL 612244 3 88X3/4FA.PANHEAD 7934AA 4 40A SASH STOP COVFIt SASH STOP)608-TSAL 6 7 4136 4137 FLANCEPRAMESIIL SILLADAFJOR 6063.T6AL 6063.76 AL 64136 64137 8 4131 ROLLER7RACK 6063-TEAL 64131 10 71298 WFFPHOLBCOVJR POLYPROP. 71399 12 I626 ADHESIVSOPPNCELLPOAM PAD 7PADI626 l3 400E A PIANCSFRAMEJAMB 6067-T6AL 612225 14 4134 1 ICIASMFORMAINFRAMESMOTNr 74134W/K 15 1155 1 l#SXI.000OUADPN.SMS 781P A 16 4110 O ISCRENADAPMS, 6063-TSAL 641100 17 4054 1 IS IFDaDMEMORAIL 6067Fm-TEAL 64054A 19 4066 WSTP..187X23 FINSEAL 640660 21 4105 SASHTOP&BOTROMRAIL 6063-TSAL 612240 22 1693 WSTP 250X270BA FINSPAL ROLIMRHOUSING&GUMS 616830 23 225-11 42112RD u 226 BRASSROIJFRWHEELS BRASS 7BRWIIL2 29 4128 1 HORITDNFALROIJPRSASHTORGUME pOLYPRDP. 44128N 32 4006 1 D SASHMEEMORAIL 6 MHS-T6AL 64086 33 1235 1 WSrP..IMX.270RAC&FlN SEAL 67SIO 35 1096 1 SWFPPLA7CH DI73G97 71096 36 10161 08X.625PH.FLSMS 7858 37 4126 1 ISASHSMBRAIL 6063-T5AL 64126 38. 1683 1 W67P M9X.270BACK. PIN SFAL 61600 39 70M BUM WFATHERSIRIP.167X 275 670711R 40 LPf RAH•COVO CAP 740MMORR 41 4139 1 LP.FRAMEHBAD 6063-T6AL 64139 42 4140 LP.PRAMESEL I 6063-TEAL 64140 43 4141 I.P. PRAMEJAMB 6063-T6AL rA141 S0 OA23NOSIU DOW 899-995011BOUIVALENr VINYLCEAZINORFADBULB (3C 51 122A 6TP247W 52 1225 1 VINMMAZINOBEADBULB rrHM I 67P248K 53 4039 1 B CKAZINGBFAD-MIC 606345 AL 640393 4044 B CBAZINGBEAD -511W W/CSILLKrr 60634S AL 644703 r54 55 422E A GIAZINOBPAD-7/16' 60W-TSAL 64222 56 985 C CRA23NOBFAD-7/16' W/CSUILK7L 6063.75AL 6985 59 4067 GLAZINDBFAD-13/16' I 6063-T5AL &W ED CJAS5 5116' LAM[ 118' A .090PVB UB' A 6t 5/16 IAMI Ue' A .090 US 62 5/16'LAMI I/8' HS. MPVB. lle HS 63 7/16- IAMI I6' A B90PVB 3/I6' A 64 7/16 IAMI 16•A A98PVB 3/l6•HS 65 7/16' LAMI 3116' HS B90P 3/l6' HS LIL MN4 F—(YlWBE1TWf92E7 f471I1f E NO Crl4N(iE/44EftHIET �E „,yexct:nlpn rnxua nNip PJJ. JR rvarlr o AWAPD roaA4s rrr+Ee sow FA 'zxm J.3 {9 T^aL4 ousa TraEa D.eF.32LL NOTI 1. ANC 1-L DD 2. WNC 1. WHO ES mxc 2. GLA < 0.5 C'a D.T LL I xCtDe83A 1 N3ADa SILL 41 2 i+C2+14C2+1 2 1. +I+ f 12 41 a 1+C2+1+C2+1 a 1•C2-1+CN1 3 EL M J 1.C2414C2+1 3 H=414n41 3 F.71 G.1 4I 3 1.C+I+C2+1 3 14C2.1•C2.1 3 N.1, 41 3 14C2+1102.1 3 I+C2414C 1 a 1. 1: 1 I.+13 1+02.14n•1 ] 14CNI+CJ+f 3 K. T 1: 41 2 1+=#I C 1 2 1+0242+n41 41 3 14CVI+ l 3 t•n424n.1 3 3. WIM 41 3 1M3+14C241 J 1.C2.2+C2+1 3 DIML 4t 3 I+C2+14C241 3 14C2+24n+1 3 KEN 3 1. 1+ 0 3 1.03.2•n41 3 :N a 14C2+f4C2+1 3 1. 24G 11 a TM 2 41 2 14C3+2 1 ] 1.C2.2+C2+1 41 3 1+0.24CN1 s 14C2+2+n41 3 .1 3 14C3+24n•1 a /4n+2+Q•1 3 41 3 1+C2+2402+1 a 1.n.24nN 3 41 3 1+Cb2+CL1 a Hn+34nN 3 +1 3 I.M+ l 3 14C3424n•1 3 2 41 2 14C3.2+C2•i 2 14C2.34C241 .1 3 1402.2+C2+1 a 140aN l ] 41 3 14n+2+n.1 3 14CMN +1 J 41 3 1.n NMI 3 14G+3+C1+1 3 41 3 14CM2.C2+1 3 HG43•W1 3 ♦I 3 1+ 2+02+1 J 14C4.3+C441 3 a•� s1 2 1+n•a+Ml 2 I•n.4+Ct+1 2 +1 3 LCN3+C2+/ J 1+C3+4+G1.1 3 MM +1 a t+nq•C3.1 3 1.n41•I.1.1 3 EJ .1 3 LnN•W.1 ] f+C441=1 3 a +1 4 1+n+]•n+1 3 1+C44NCI41 41 41+04434C41 3 ll+C$#4+CG+ll a 41 3 1402J.C.Y1 3 1.n.1.n+1 12 .1 314n43•02+1 314n•NCNt 3 .1 3 /4C3.3+0+1 a jl4n .n41 6,F 3 M 3 1+CN340+1 J 14 +440441 3 0 4 1.030+C3+1 ] 1+CA+NC40 3 MM +1 4 144+34 1 a 1+C344. 11 41 E V6N'L'6W/ wmTcaaoworw.ne RViMfERNTl6 OG [gXllfl WI�RWI. ANCHOR OUANTITIES XO% 113.1 -0B WINDOWS TABLES NOTES: GIA9BlYPE8A8.QN LILAB9lYPF8 C,D.EFJ.O,KL ANCIORTS,83 2,0. WOOD 1 LCONO 1 1,COHC L0.WOOD 1 S,CONG 1 1.0O140 1. ANCHORTYPES: a OUSOTRATe 1.1/0'ELCOTAPOOM 2.1WELCOSS40RETE-FLEX 3-112STE'ELSCPEMB(O5) 2. GLASS TYPES: � WNE6 I ZONES I20N69 ZONEB I 2oNE3 ZONES WWOOYV SMe MA M OAB"I MAD 931 HFADASILL IC'.\106SLL $ IS:ADa SSL XANV LAW -(f/9'A.0M ICA) FOR INSTALLATION IN EHVHZABOVEJD • iii i 3 B. 511V AID-(IWAA110, 16C HS) FT. GLASS TYPES O•LSNMLLXAVEA C.5HwLAW-(tw HS,.O90,718'HS) TEMPERED I.Q.GLASS GAP. 80TH THE OPAND ABAWx 39,375 I+C2+1+02.1 2 U +UC241 31+02N+CM7 2 1.CN1+Ml 2 UC2N+CN1 21+0+1+C2+1 2 80.W0 1+C2+1+C+1 a UC I1 l J 11 C 0+ 411 3 1+CU1+02.1 +LZ+ 3 1I+Q l a 1+CN+C3+1 3 D. 7H8'lAM•(3NS A,ANI, 3N8'. Al ANCHOROUANTITY REMAIN UNCHANGED. E. 7/1VI.AMI-0116'AA90,SH6'HS1 60.825 I+Cz+NCM1 3 1.CN+C+1 3 f+CNNC3N 31+CN1+CUi a 1+pN+Ci+t 3 i.QNN.Nt a F. TfIV LAM-(9H0'HB.OM. 3118'HS) 68.000 f+CM#01+1 a 1+CNf+CN1 i UC+/+C2N 31+CN1+CAI 3 1+02N+CN1 31+C+I+C2N S 0.13MWLAMI IG•1R•(Kt3H6-A(MN.LSNB'ORSG'SPACF-SMr LMO-(1R'AAM11WA) 60.000 I.C2+f+C2+1 3 I+CN+C+I 3 1+020+pN S t1D'J1t+p+t 3 1+CNt+CUI 3 HC2+t+CA/ a H13NB'LAMI IG•IMOR3H8-A(MIN), 5118.OR318'SPACE, A'18'IMU•(f18'A.080, 18'H9) BL000 IN7+UCi+t 3 UC3NNNN 3 1N3NN02N a I+02+1+p+1 J 1H02+1+CN1 a t+CiN+CUI 3 L I3N8'LAMIG-t/a'O MWA(MDLL&IWORWSPACE SMWLAM-(IWHS.0ED.116'HS) J.13118' LAM IG-11W OR3H6'A(MN.L 3R8.OR VVSPACE.7/tW LAM. (3II8'ADBO.3flS-A) K.t3RB-LAMIO-IWOR H8'A(MIN.),31t6.ORIWSPACE, 7/1W LAW -(L16'A.090.3116-M) MlMx36A7S I.CNeCNI 21+p+1+C+1 21+ 1+CN1 31NYN11LNl 2 »Cht+CNl 21+CN.CNI 2 48.010 t+C2.1+CN1 3 1+C2+I+CHI 3111C 1. 11 311 C I+C3+1 3 %C2+1+02+1 31+C+1+CN1 i L 1311E LAM] 10. 11V OR3tIB'A(MIN.L 311C OR 1/0'SPACE, 7/1&'LAM-(3118' H%AM 311WHS) 50.825 1+O2+1+Ca+1 3I+C2+I+ l a 0MOC2+1 9 f+02+1+041 3 1M2+1+C2+1 3I+C2+1+02+1 3 3.104INDOWANCHOROLIANTITES ARE PERADJACENTTABLE AND BASED ONTHEFOLLOWDIG EMO 1NO2N+C+1 31+13244C+1 a 1+C2+I#C2+I 31+CH"(2+1 3 1+C2+1+CN 3I+CZ+I+CN7 S DIMENSIONS. FORIW6)OWSO'ES NOT SHOWN, GO TO NEXT LARGERWWDDWIN TABLE MWO %C211+C1 S t+pN+C+I ] 1+CN+CN1 3 I.CNI.CNi 3 1.o2+1+CN 3 1+ 11 CU1 ] SILM UC2+1+C+1 3 1+ 1+C+l 3 t+C2+1+C2+1 31+C2+1+C2N a I. M+CHI 3 1+03.IHO+t a HEAD& SILL: 1017MAX ON EACNSBIEOF MEMO RMLCENTERUNE 253W MAX FROM CORNERS JAMBS: C MAX FROM CORNERS AND 2217P MAX O.C. M.000x3UT6 t+C2N+CtN 2 1+CN+CN 21141144I N 2 NC21UCH1 2 I+C2+1N2N 2 I.D2111t2N 3 88.000 1+C2+t+=+1 3 1+02411 U1 ] t+p+1N 41 3 UOU1+CN a I+C2+1+p+1 3 I+C2+tHII+t 3 TABLE KEY: BM5 1+CNt+C2+f 3 UC2+UCN1 a 1+C0I 0 3 1+CN1+Q+1 a IM04C2+1 a I+QN+C2+1 3 X 0 L( 6I.W0 1.CUI.p+i 3 U 11N 1 3 t+C2+t+02+1 3 I+CS+UC l 3 1+CI+I.Ct t 3 1+03+I+OU1 3 UC3+UCN7 3 ANCHOROUANTTYPENJAMS 30.000 7+02+1+02+1 3 1+MI+CM 3 I+C2N.C2N 3 t+OUt+C 11 3 I+02.I+C+I 3 l+p+t+p+l 3 81000 1+C2+1+0+1 3 1NDN+C+1 3 I+C2+UO2+1 31+CUt+pN 3 UC2N+C2N 3 f+CU1+CUI 3 XEAO AND SILLANCHOR QUANTITIES ACLUeTFAOF(3)AMCHORS CENTERED ON EACH MEETING PLUSE 68.010[33.375 UC2+1+0+1 2 1N 41+CN1 2 tN22+1+C2+1 21+DU1+QN 2 UMI+CN 2 UM11402W 2 m000 1+ +CAI i I.CNIC+I 3 1+C+t+p.1 3 1.ON7+C+1 ] U=+I+CN1 a 1+011*11+1 a ANCHORAT OPERABLAIL AI) / ANCNORATEACHOPIBNAR E m828 1+CiN+pN 3 IN3N.C+1 a 1+4+t+CM 3 t+C2+/+C+1 3 31+CU1+CN1 3 (11)AHCHORS AT E= 06.000 Up+UC2+1 a I+CN1tC+1 3 I+p+I+CN1 3 1M 1,1N211 UCUINON 3 INdN+CM 31+p+1+CUi 3 ADANTION. (9)ANCHORSTOTALAT MAD AND SILL. (9) MOM 1+C2N+CN1 3 1+C!41 2 1 3 I+CUt+CU1 3 OCU1+CU1 3 14020*02+1 3 1+pN+CUt 3 (3'MIN.O.C.ANCHORSPACM) 83Ap t+02+/+C2N a 1+ 1+ 11 3 I+CUf+p+1 3 1+CU1+pN ] t+ON1+02N a t+p+t+p+t ] 263M-MAX N.0Xx3&W6 1+C2+I+CU7 z I+C+1+CN 2I+C2+1+01+I 2I+D2+I+02+1 2I+C2+1+ 1 2 t+02+1.0U1 2 A5000 i+ 11+p+1 5 I+C+t+CU1 31+p+i+C2N 3 I+C2+I+pN b 1+CUI+ t 3 1+C3+1+OUI i L-.{�3•MN. KOS 1.02+I+C2N 3 I.CUIN2.I J 1+ 1.e2N 3 IN I+M+I J 1+1 U11 2 1 i 1+p+1H.'Ul 3 61.000 1HDNNR+1 3 I+C1+ItC2+1 3 1.p.1+a+1 3 1.Cb1+uN 3 402+1 Q41 31.CNI.p+I J O'REF. $ X W.pO I+C2+1+CtN a UC2+1+Ct1 3 1+p+1+0U1 3 1+C.U1+p+1 a 1+C2N+C+1 3 I+p+1.CUl a T I P3D1KIC7N9Y1$3p 87.000 Hp+NCNi a 1+CUHCa1 i /+pH+CN1 i 1+C31UCU/ 3 1+C2N+CUI 3 I+p+t+p+1 i as®01eiq.immetknm DmMMi0o0v MTG.RAILy TYP. Aaaslx�yp lb 5 q 8L00031 390/3 I+ +t 3 1.1+CN 13N 3 UCNI+OA1 2 1+1 + 3 1+C2N.p+1 3 1+C+1+CM1 2 mho° 1.c2.IIC2vp+l 3 1.C+l.CNI 3 NCLN+CNi i ll Up+1tC+I 3 143+I+CU1 ] 1+p+t+Ca11 3 EXAMPLE CLUSTER Wl OTY.OF (3) ANCHORS n°�+ MOO 1+0N1+02N 3I+ UG2+I 3I+ t+02+1 3I+ONt+C3+1 3 UC2+1+C2+1 a Up+1HO11 3 (SHOWN IN TABLE KEY ABOVE) °r I NVA.1 50.000 I+CN1+0+1 3 1+C2+I+C+I 3 1+p+1+pN 3 I+CUI+CS+I ] 1+02+1+C2+1 3 1+p+1+03+1 i ' MOOD ULDMI t+E2+1+p 1N:SN+C341 J U2N+C+1 3 1+C+1+C+1 a 1+0+1+C3+1 3 3 1+03N403N a 14CU1+03411 8 I+CUI+CM 3 UCN1+pN 8 IN I#C1+1 7 1+CU1+C3+7 3 Uu+1+C8+1 + 3f4'IJAX vrTYP' �. WN. p\111U11 L 9'flEF. 8LWxXWB I+C2N+C+1 2 UC3+t+C+t 2 1+CUf+p+1 2 I+ OC2+1 a 1+C2+1.01N z UCUUt:1+1 2 18.Op 1+OU11CUi 3 1+CNt+Q+i a I+G.i.C1.I 3 i+p+1+02+t a I.Q+I.p.I a 1+CHt+CNt 3 X p 60.028 t+p+i+C2+11 3 1+ 1+C+I a t+C+l+C2N 3 UCN1+pN a 1.Cb1+p+1 3 t+p+1+C3+1 3 8+.000 1+CN1+Cbl 3 UCNUCN J 1+CN1+CN1 31+CUHCNI 31+p+1+C+1 ] 1+CU1HD+1 S _ �'� Nm 58105 60.00 140.1+CJ+1 a t+C+1+CN1 a t+p+1+Ml 3 1NM+1+CUI A 1+pN.C1.13 1+CU1+CM7 8 MMRAILTYP. _ -, m000 1+p+UCU1 a 1+CN+R+1 3 HCUI+CU1 a I+CN1+C3+I A iH:J+1+O3+i 3 f+GN+01+i + EXAMPLE CLUSTER W/ QTY. OF (41 ANCHORS=.-(`:�1'- a:••-= )1 .'• 7/e.�lS •: �U- O �,• innlIEEGO ANCHORAGE SPA CWG XOX 1/3•f/9-I!d %'2. +7onw`.-` � : alm HOMONTAL ROLLER WINDOW, IMPACT '',S/�NAL A! �`` IlA1I0 NTS 1 9 • I1 ­ 412740 F AL17� PE LK 6T1716 Ia2DTt F NDQIgAYJETHISSM17 __ lmaaa7°alro3wn: HP .n .+s RiID+ Jn D TDe67FImFREO .a6FTHo7E FIT. 21808 Jl YnOe V0f38`HtYNr ANGHGR QUANTITIES. XO & OX WINDOWS TABLE6 NOTES; 1. ANC14ORTYPES: 1-114-ELOOTAPWM 2-IlVELCOS54CRETE-FLFx 3-61287EELSCREW6(G6) lOtA69 TYPES A.SfIVLAMI-(lWA,DBD.UVA) FORINSTAUATIONDITHEHVHZABOVE30 B.646•LAMI-(lWA. 20iWHS) FT. GLASS TYPES O-LSHALL HAVEA C.5MWLAMI-(IrHSJ9a I1er H6) - TEMPERED I.C. GLASS CAP. BOTH THE DP AND D7N8'LAMI-(3Ner0.080, 3M8'!0 ANCHOR OUANTIrYREMAW UNCHANGED. E 1Ner LAMI-(ffiIB'A,.OBO, SNB• HS) F.7H8'LA60-(3•ff'HS..0W.3HTH3) G. 1NIer LAM] 10-UVOR 3115-A(MIN.), 5IIV0R319'SPAM5tI -LAAO-(IVAAW, Ur A) FL13HWLAMIIG-W0 XlWA(MIN.),511er OR3WSPACE,d1TLAM1-(Ue-A,090,118-HS) 1.13116'LAMI 10- Wr OR 311VA(MIN.). MW OR3VSPACE,5116-UNd-(IW HS,.090, Ilr HS) J.1,VIr LAM 10-116'OR 3M6'A(MN.).3116.ORIWSPACE. 711W LAM1-(3110'A.GoD, 3MWA) K. 13MW LAW 10.IR' DR 3/%VA(MIN.), 311 V OR lW SPACE, 7Ner LAA11-(3MVA,.OW,3N6-H6) L 13116' LAM] 10- VW OR SNVA(MIN),3116. OR 114-SPACE, TNerLA11-(3Ner HS040, Slier HS) SYANDOWANCHORQUANTITIES ARE PERADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS FOR WINDOWSIZES NOT SHOWN. GO TO NEXTLARGERWNDOW INTABLE. HEA0651LL. 10 Vl MAX ON EACH SIDE OF MEETING MR CENTERUNE iB SWMAX FROM CORNERS. JAMBS: O'MAXFROMCORROMAND221ll MAXO.C. TABLE KEY: O X 2+C3+2 7 �ANGIOR OUANRn PERJAMS XEA4AND51LLANCHO QUANTTIE8 A CUJBTER OF (3) ANCNGRS CENTERED ON ORE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTALAT HEAD AND BILL (S' MIN. D.C. ANCHOR SPACING) �}163/a•MAX •-.1� -T MK L I L--+-� .REF. X_ O HRODucTRBnan ,emyNryrvw6v Fw11. MTG. RAL+2 6u6Gy cba. .v„Xa..N.l •O 1 � EXAMPLE CLUSTER W/ OTY. OF (3) ANCHORS e' Ii1O°'. �'•""I (SHOWN IN TABLE KEY ABOVE) n Pram .1 e3M-AAX 1? ' 1�3•L9N. 1111, 9• REF. �` dty LYN ..... 7--• X O �44•.;N�E/�F I Na 007a6 '• _ EXAMPLE CLUSTER W/OTY.OF (4)ANCHORS '•^•• po'' ,7 I s::¢i1a ANCNORAOE SPArdNa OXANOXO WINDOWS �T'••.itomo+.-'��'= _ ''�''%rSYUNAL'cSaG'• ALUM NORIZOMAL ROCLERWINDOW IMPACT �� rP 1� ��� HR)14 NT9 10 a it II27-10 F ALP 1W.YAPB ANCHOR TYPE &SUBSTRATE GLASS TYPES A,BG.H IGLA69 TYPES C,D,E,F,LM L 2,3.WOOD 2,OONC 1,CONC 23, WOOD 2, CONC 1, CONC ZONE9 NNE9 ZONE9 ZONES ZONES ZONEStNn WINDOW SITE 1j�i z .fie tl tl m q .gyp ,,qy� =.AF m 37.000X 36.375 48.000 50.875 54.000 60.000 63.000 1+C2f1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1aC2a1 2 1+C2+1 2 1+C2+1 3 taC2+1 3 1+02+1 3 1+C2+1 3 1+C2+J 3 1+C2+1 3 1aC2N 9 1+C2N 3 1+C2+1 3 1+C2H 3 1+C2N 3 1+C2N 3 1+02+1 3 1+C2+1 J 1 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 Hp+1 3 1+C2+1 3 1•p+1 3 1+C2+1 3 1aC241 3 1+C3+1 3 14C2+1 3 1+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+1 3 taC3+1 3 4B.00DX 3B.375 41LGOD 50.625 54GOD 60.000 SSODO 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 14C2+1 3 1+02+1 3 1+C2+1 S 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+CZ+1 3 1+p+1 3 I+C2+1 9 1+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+1 3 1ap+7 ] i+C2f1 3 1+C2+1 3 1+p+1 3 1+p+1 3 1aC2+1 3 1+C1+1 3 1+03+1 3 i+C2+1 3 1+03+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 9 1+CS+1 3 1+C2+1 3 1+C3+1 3 63.126X 31L375 40.000 Won 54.000 60.000 85000 1+C2+1 2 1+C2+1 2 1+C2a1 2 1+C2+1 2 1+C2f1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 74C3 1 3 1+C2+1 3 1+02+1 3 14C3+1 3 1+C2+1 3 1•C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+03+1 3 1+C0H 3 HCb1 3 1+pN 3 Tap+1 3 HC2H 3 1+C3+1 9 /+C3+1 4 1+C2+7 3 NCN7 3 1+pN 4 1•C2+7 J 1+pf1 3 1+C3+1 d t+C3+7 3 HG+1 9 1+03+1 4 NpM ] 1+G41 3 60.000X 36.375 41L000 50.625 54.000 eCOOO 83.000 7+C241 3 1+C2+1 2 2+02+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 24p+2 3 1+p+1 3 1+C2+1 3 2+C3+2 3 1+p41 3 1+C2+1 3 240+2 3 fap+1 4 1+C2+1 3 2+p+2 3 14pN 4 1+02H 3 2+C3+2 3 f+C3+1 4 1+03+1 3 2+G+2 4 14C3+1 4 1+p+i� 3 2+G+2 4 1+C3+1 4 1+C3+7 J 2+G+2 4 1403+1 4 1+C3+7 3 2+G+2 4 66.000X 36375 48.000 50.S2S 54.000 60.000 83000 2+02•2 3 1+C2+1 2 2+C2f2 3 2+C2+2 3 1H2H 2 2•G2+2 3 2+C2•2 4 1 7+C2+1 3 2+p 3 2+f3f2 4 1+C2+1 3 2+•2 p 3 2+03+2 4 1 I+C2+11 9 240+2 3 2+C3+2 4 1+C2+1 3 2•9+2 3 2+p+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 2+03+2 4 1+03+1 3 2+04+2 4 1+09N 4 1+133f1 3 2+G+2 4 2+03+2 4 11+03-1 3 2+04+2 4 74.0001 36.375 48,600 50.825 54.000 60.000 61000 24C2+2 3 2+C2+2 2 2+C2+2 3 2+C242 3 2+C2+2 2 2+02.2 3 2+03+2 4 2+C2+2 3 2+ 4 2+03+2 4 2+C2+2 3 24C3+2 4 24C3+2 4 2+C2+2 3 2aC3 p+2 4 2+03f2 4 2+C2+2 9 2+pa2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+p+2 14 2+C3+2 3 2+04+2 4G 2403+2 4 t+C3+1 3 2+C4+2 4 2+C3+2 5 2aC3+2 3 2+04+2 4MTO 2+C3+2 4 1+C3+1 3 2++2 . { 2+04+2 5 2•C3+2 4 2+G42 5 LAL MOB F NOrxuM57xMsxEEr _ ,mol5oaalomD�+e RPnm. x4.Aoan3m+ ea 1 A 601W11 D AWE4XSfAFT4eFTH3wFRE0 .xFrx4re Fx 2D646 J1 3214E 2t WOOD BUCK NOTES 13V — F MIN. CONCRETE WOOD _ J µ��' NOTE DETAILA ANCHOR NOTEDETAIL TYPICAL FLANGE FRAME HEAD SECTIONS vP MAX SHp1 13B 1/1' MAX EWN ANGHURTOCONCRETEEOGEISI3/1'. FLATHEAD ANCHORS MUST BE w12TTUMFRHEAD 2 FOR WOOD APPLICATIONS INMIMAAADE COUNTY. USE 012 SWELSCREWS (GS)OR 1/P SSI CRET&FLEX WITH 02TRIMRTHEAD. QOD& WOBUCKS DEPICTED IN SECNON&ON TMS PAGE AS 1x ARE BUCKS WHOSBTOTAL THICKNESS IS LESS TK'N11D'.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTA O OIRECLY TO SOUD CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2xARE 11T!'THICK OR GREATEN. INSTALLATXTNTOTMESUBSTRATEOF WOOD BUCKS TO BE ENOWEERED BY GTHERRS ORASAPPROVED BYAURIORITY RAMNOAIRISDIOROR & MATERIALS. INCWDING BUTNOTUMRED TO STEELSCREWS.THATCONE INTO CONTACT WRH OTHER MIN. 1N MAX SWM--iF�-���----...{{{---11/PLAN DISSIMILAR MATERIALS SKALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. II(1b K31CMU) OR PER NOTE I—�{-2.17MIN.EMBEDMENT (3A KSI CONCRETE) WOODIND.Te CONCRETE ANCHOR—f ANCHOR NOTE2'WEDGE NOTE .1W EXTERIOR I IOR.�.t�l 'EMIR EA (W& SS.L GETABS A. B. C. D, D&H) TW. 2XW000 BUM 1xWOODBUCKNOTF3 SEE NAWE DETAIL.F NTERIOR (AMBDETAILSE.F&I) TYPICAL FLANGE FRAME JAMB SECTIONS EE TX EMOR CONCRETE a WOOD NOTE i 1 S . . —ANCHOR, 1 1 1 EATYP. 21 WOOD DETAIL.0 BucK, NOTE Ut IA�O Pa 02 xOYApARWR ;DETAIL H (HEAD) EDGE !W' MIN b -SEENNLWG DETAIL 1(JAMB) N.. NIM5 MI®n MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Streei, Room 209 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE,(NOA) w .miamidodaew/economy PGT Industries 1070 Technology Drive North Venice, FL 34275, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami=Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04112113, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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 naive or logo, city, state, model/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. TERMINATIONof 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 die 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 NOAH 13-0502.03 and consists of this page I 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. NOA No.15-0528.26 nlAMtoaoEco Rrr (((/// Expiration Date, February19,2019 Approval Date: July 092015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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,'TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory,,Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underprevious NOA No.13.0502.03) 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOANo. 03-1105.01) C. CALCULATIONS 1. 'Anchor verification calculations and structural anplysis, complying with FBC-51h Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manue Perez Product Control Exa er NOA No.15.0528.26 Expiration Date: February 19, 2019 Approval Date: July 092015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Kuraray ButaciteO PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property --Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with'FBC-51h Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P,E. (Submitted under prepious NOANo.13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-11OS. 01) G. OTHERS 1. Notice of Acceptance No.13-0502.03, issued to PGT Industries for their Series "P W- 701/720/820" Aluminum Fixed Window —L.M.I." approved on 07/18/13 and expiring on 02/19/19. Manuc Pcr Product Conlro187 nmt er NOA No. 15-0 .26 Expiration Date: February 19, 2019 E-2 Approval Date: July 09 2015 GENERAL NOTES: SERIES 720WO IMPACT -RESISTANT FIXED WINDOW 1) TIUS PRO W CT NA4 BEEN OEwONED p TESTEp ro COMLY WITMTNEREDVIREMENi80F1MEFLORwA BUDD W D coDE, ER:LDDwo tXE wm, vELaary xuRRICw1lEzoxeLNWR). 2I8110J F All! REOUW MENUSBDW WW0.00RI✓£DEBW9 REwONB.FOR NSVIAIEDOLA99 w3TALunoM3ABOVEm wTIRxW¢THEOIlleO]Vip Dmtw)weniAePNUBI f)FOq NAsoWrAPPLlonnoxa W MulBOAOECWNIY. USE ONIYNUMFOApE COUNTYAPPRDVFDNATONRY Md10114. 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Fs;•ffOR1UP,,,'� �<1W: �'•.��UNAL iFORAlTAL1O1EMl0 METPL'TxE aTNItCNPAt YENBERa1LLLLSE OFAS�N%iGNGEFVIL]IIPPaiTIOTMENW00WFRNIE. �r�?�� VERTICAL SECTION H•H IIFAPPIIWSLE;IOWER DEBIGNPREBSIOiE FROM ERNERVANOOW ptA%RNONNOAA➢PLE]TGVMOIESY]IEM. ALYWIYYFILP.E PEJFFIOf BSBOAS1tET ANNORSEAIAIxT O TmR 12 WCORNFA S� ASSEMBLY DETAILS FO FIN FRAMES � ANGIEWWRVEO FMME�A FMBL7. I FFAM�E /�.SSEu�I,Y I d , I 10 ALLOORNERSTO } s I / EWALLEOFMNE A FLANGE FR W1EPEo FRA4EWtiNPl OR (SH fflq( ORifLl1EH9 A 1 (BNO WM OR IX W 11EH NEYS AT STREW FOSSES SFAUNIAT ALLCORNER9 :{ O Item PGTFSIIs D. PBm M.t.NAI 1 4= FI.nOW Feral. Mn W0 B 2 MS EWAft Fm.o AW 6083-1S 7 426E bWwd Rn Rams AMw. SOMI3 4 42SS 711C LwL Gb S. , AM 8047•TS 8 4254 LM O .. B..AI.B AkM OD STS 8. 42M b dmFWmw COwl Mn GDOTS eb 422A bftN mFWuwCa RyOPVC 10 TO58B0 GFFtd(.tBO•.anw)oNb) Pdysftlw 11 IMTS VhVl GJb Wwtt ,Ap Fla PM D. 6BN•1 17 Dw89q GE7A00Slkm.a EgaM 20 7f862K SNtlnBBl.ck, Man. 3H8•.7NSxC Ns*n ,Ooa85N-t 21 717WAK 6dtl.2 Blot, LO.91S'. 14ISSxC NWGoa OS;-1 22 OORAN718 n1B'LM.Sul Spww i 98x 1-VC FN SMS Sawa sLW m 701PO% SSxr"d PNSMs I suwm SIW .SSEMBLY v, (SNDWMORWw¢RNETSAT Y BOBBERSEAUNFATALLOORNERB zTel• .- 2ae. zyec ABt• ._..III-- oa• _..IL.� .wr .--�I�._ A1P - �_ r "OBT , J�� �Al.• -- • r .� ,JIS 1 -01.• _ � .0� O FLANGE FRAME OROUAL-LEG FRAME t'x1xs A2T � p4253C. 808E-T6 Z 14285, 8083T6 FIN FRAME 04256, 6067•T5 .1�-.•! Mr �-- A,B 7118•LAMI OGLASSB�F _AGING s4255, 8083•Tfi .Bl((S• � y I.O. GLAS6 5 BEADING s4254, W 83•TS lY.a� INSTALLATION 58 FASTENERCOVER s4270, BOBYT5 m q p m ILLlNu p� rL .�$L � s z Alp w 00 $ 3 O i a z 0 r('S5 u C7:1 N.. sons i of THERMAITRU® THE'RMA TRU D00RS*#2 1 1 B INcueTRIAI. DR., EDGERTON, OH 43517 "SMOOTH STAR"; "FIBER CLASSIC", "CLASSIC CRAFT' & "CLASSIC CRAFT RUSTIC" GLAZED FIBERGLASS DOUBLE DOOR INSWING / OUTSWING "IMPACT" 1. ftP Wa" beenevaludedandhhlarroGo v&hthe6MEd9on12G14j Hoddo ls6ft Cale (F6C) Ouchedmgkwnmh mtluft ftlth VebcGYH0=*ZoW(HVHZt' 2 PlOdud anehoa sholbe m(ftedand spored mshamson detab.AnaboyembedmeM to bose moledd shal be beyond wog Aenh10 a skK 3. When osedIncamsego Wind bonsdebBpolectlonMspodoomspkswiMSecG 16M.120f91e FBCanddmnotmWheontrpocdsa*Wcovmbsihbpodulmeebn- - lwd'IrasxlhrisdesWhsd Zone 4m dented inASTM E 1996andUeficn 1609.122of MOFSC. 4 FC(Zc$W 6mlygaamhnfion. anchaft dMeseor8s dKd be Me spremftatawn l0y2c baa moonryapehadbll. 5. SRO canASM Hmt devUe hem Medelao/Htls doxag mgWeM9nren*emfipmaN* bya 9r�metl 91gY1BRaRgldBmO aiAiRed. . x o x a - A001H SFA! . TRa CLASS= 4uSWC CWr 6'C ASRC C!A"lWIIC • § sx9eGi �ava 7FAM�' xaw ,►SW _+50.0 RiSWWG� 74.6Tx9B.00' 21.Wx767r -50.0 OVMWING 746Tx967S 21APx7&7r +50A -50A FL-7630.4 r • w• r -s, 0.�dvY1lTllmmp Try G& W IROYbM1O� RaO:a Ippov<W ]6ID�G�pYgg4vmY�Mf W O.l•SRq ]A I0.]SMNL 0.L0. �$ O O Nr �H :Y n� r Nr CI u n w N N irli a M f Ni.41108 ; ' Y vpaoucr:: �y�mn ems... GLAZED FlBFRCL�ISS OCOR VL Navwl/oo ry� `���• Q OR SS 6 a 111,j1 y ` = ry 113 1! IIF'alE 5 fD. 1/ y C/A( ASSbBLY:. BURIDMo fd19R1.IN14 pvl\ Mt0 iBC M �p.Q. Bm 3]O, Valrya, R IG 0 SNCO7N STAR42N WET Palo pomp Nat sl&B .91" a cuzmc ocraLs {ppg OA W. YGt] O vvo9 p.wi vNLONp CowlailAv I�rt GI .O. INTERIOR : - HORIZONTAL CROSS SECTION v X c d o ? Rc =w GlA15 BITE � I'THK. TAPE GLASS EXTERIOR I/B'TEMPERE° IT GLASS f AIRSPACE5WAMS A GLASS EALFD $ G EXTERIOR INFERIOR BL9PSAM EO "D INTERIOR' Gl y OOOt ma GOW OR GLASS EAIED C 'ro fAarUmit OR GLASS SIKAM 3 SRAGGLEGLAZNG SPACER ^ of R 12 ee � LILT r C.-,.LI, -- £ e N.T.S. AL TVERTTCAL CRCSS SECITON `J r-T.awos B ' I 3 'WI vu��N�MOp vxgvna .... .... Q SnIM3ClPo 'MI YJ 3da! N Lale•aa9Y1a : eN n:wd misad *W - { VNVd l/000 3Ltl0 ON sasre v '"m .0m me 'Wd� Od 1Mp 'p iM0 OISSVIJ ar om oipz m 3nsen z� � i s o ui c ^I `` ,va�w oNwn,s �j al Pd , nsT "i �i eo�av 'w� a•e N000 SWWMu mm9 ny cq"my�.•� II}LL-tlMlI3Nt y g C ...a . n unupee a L ZO hill I n a T ,q'4» %F L'ti y L F go ti SON o pil fW Y- i o O E T-�0 0 3d $ $o •o�axvwaeaz ..aas�rmsowpuowwWoadvrvw..�aaowwwwmnwrre �up::w,wpmw NOTE 1. I12I OFREM f4ASIRAGALRETA MF SCREW LOCATED ® 3/P. T.31/r. 4-1?. I R-718.37-1 /4. 57.7/6. 74.7/r. 903/4'. 9T. 9T a 94-IIT FROM TOP OF/STRAGAL L/ RT9J �1 NORRONfAI CROSS SECTION 5 W;UiRSlgxn-Cls U C UNI d 4 NORNOMAI CROSS SECTION 6 SlxMn w/Ix'blu i SEE NOTE I INMIOR �1,. Po M7ALCROSSSECIION 5 hmHg Ymm-�a Gppmw PKI ko) t f INOR¢07 A CROSSSEC�ION J Imc/nR fhvm�-OusMtg ob WPR eE FIIJO.4 °a v010 p° a\UDRO1DemrlTm APIA/Jaarypim P App M .M3RD,, yV mNW636,%dmW T J .� .P �1 f � 7NERERMAS V+MP11 F. sUmm : '.ROIpOA�,(,1 i .'i m GLIZm Fl6ERCIA55 DOOR v z 1 a 1s uPw1s ro sa/ sn zo1/ 1ss Pun 09 ASSP119LnVDZWA LD DIDtD910 masuuva N� w i9 p : 1 1 UP6\1E ro zolD PBC JIt ✓LqifP.O. Bo. 230. WWm. M =93 Ot a nu CROSS SECROUS Pliws Ma: a13.W9.9197 II MASONRY7 TYP. HEAD l�ASTXAGAL OPENING A, JAMBS II SHOWNFOR II REJUENCE 2X BUCK -,II SUCKANCHOWS SEE HINGE DETAIL mmi"D ME EWWO M T. C= klmOthm mnmnMYbea*,ledfoffiaIntc!hffeaM. I I edge clsicnce to mWwjofnk 2 C0=fffeQnchwbcoff=Wtvdcm7AAX ted to MIMICin HID n*L edge diftwe to noltm =C= =Gnchom may be reoiked to enWV the 'MAX. ON CENWdbMislon are not eweeded 3. COnuateanchortble, 'joc 'MIN.CLEARANCE, MIW _NCN' Pw TAFCON* E 1 PCO L M UL T TPACC H 11'r 1-1/c 1. TAMOnW I I 3ne I r WOODSMEWMAUATIONNOM "W�f0pwenttheVlffbVcfwwd. MASONRY OPENING SEE DETAIL I JAMBS TYP.SlLL SEE DErAJL2 73 LATCH&DEADIDITIeFTAIL TFAMFANCNONNG ASWAGAE WmL I HINGEDETAIL 97 BASTRAGAL OLTHOLE "G)DErAMR2 kuWhil .= MASONRY Q OPENING SEEHBIGE DETAIL RINGEMMa 31 d SEE DEfAH.I _ F TYP.SILL SEE DETAIL2 1 EGMEANCHORING Maarvy lX buckcoahx:ffw CON(7LETEANCNORNQTES: 1. COnriele anrlvlocOHans of me COMM maybe cgUsMd to mahloln me mkt edge ckdmae M mvflt Joh& 2. Conaefe m chorbaaldom noleam•MAX. ON C&Mf rmwfbeadjwfed to mo9Nain the Ntln. edgedfaOnce lO mollarloWL aaaflbnalxxmvete mahoa moy be nNlWea loenaae fee IMAX.ON CefE ClTwnaOn me no/exceeded. S. Comalocnchmiabfe: ANEH64 ANCHOR '�` MIN x - :MIN ,GEAUNm MIN. CLEARANCE � `�� SRE EMBEDMENT '.tro MASONRY � 11Di1DjACEMt�. Flw TA ON* 1/C 1•i/I' ?• O ffw TAPCONe S/IE' 1•I//' S 1.1/? WOODSCREW INVALUTIONNOTES 1. ONtofnamlNmum S/8'eaDe dbMnee.I eM waaasgeWS b pmvenf mespNlingo/swod. C. spoerng Of ATOAGAL IATCNAOEADIOUDETA6 G 97 sa MAXI ASIRAGAI ULL BOLT HOIE �B I•T� NMGEOETAIL ec LFS ? ay a a FL-763 4 0 a -0 or C ' 1.47 4sw a � i 7.1T'.. 711111 a h ^.INSWIaWeIhmM�— F^—fS6S—�{� f M �SSl 0.176' II u ININ'Ir ^'IF^mar 58T I h 9f GALyM>111N�AnNsf 51S r P y 1 �MSWMG� �IN Ii M1�.mvpmw � ry w.vuaxry uw vroma IlpmevLl63qualnm`GumM•rvnt-s/+o �a z 17l 8 5m N An yA X� 41 O Nw!]108 • a DO p$gy y C� G F i PPOmR: mm�L ww�! • ; f• a Q 9 Y u 111ERYA-iNN�s..R�QyDA.' ; 2 v OL1Zm FlBERGIAiS OOW i��„ Y o -i z 29 l3 UPG1 to 3M �� vun w /SSELPI.V: tN�flwo NNMT. H e f e : is uPa aaia tsc m NO 81I1 OF WTERGLS YY v.0. Bw 2b. Va4im R 11�wJ PNena Nm e118lYSlV) s10 s iHR CA N,, Y91] � ]pp9 q.YY. mmpNp ppM�uL��xw W e. ib':i �' :li��.om�oam.:�ma—rn•.—SOIm m Of1m>� q'�'n��i G �n N S {y87 O S O�^_O m� e 2 Q� x x A Ox z X m � Li zz �41p L)p� z >a x �OyYxrlp > OT AG1c_ r�pr x xxx Yo_\WL, xOpx xizp p—p(t� LlII ccn v. v. t�t�ggp�O �qT n 9vvA a p yy B Consulting and Engineering Services for the Building Industry C P:Q an 230 Whim FL 33595 PhomS13.659.9197 Fiorlde Board of Pmfessbnal EnBiOem Cenificale ofAulhorhation No. 9813 Product Category Sub Category � ry Manufacturer .Product Name Swinging Therma Tru Corporation "Smooth Star", "Fiber Classic" Exterior Doors Exterior Door 118 Industrial Drive "Classic Craft* & "Classic Craft Rustle" Assemblies Edgerton, OH 43517 Glazed Fiberglass Door Phone 419.298.1740 Inswing / Outswin "Im acr Scope. This is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt P.E. for Therm Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. Limitations. 1. This product has been evaluated and is in compliance with the Sth Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction; S. She conditions that deviate from the details of drawing FL-7347.4 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-7347.4 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard TEL 06.0718.1 ANSI/AAMA/NWWDA 101/1.S.2/A440-05 ASTM E199611886-02 TEL01460274 ASTM E330.02 ASTM E1886-0211996.02 2. Miami Dade NOA Materials Testing 14-0423.16 Safiex Intedayer (Eastman Chemical Company) 3. Drawing No. Prepared by No. FL-7347.4 RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Teatina Laboratory Signed Testing Evaluation Lab.,inc. Wendell W. Haney, P.E. Testing Evaluation Labs VX Wright Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Thenna Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of I �A,+` y. t q NLC UrY i F. Schmidt, P.E. FL PE No. 43409 1/3112015 MIAa1I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wirminh midade.sov/economy DAB Door Company, Inc. 12195 NW 98rh Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other emu whero allohved by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the Tight 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 1vith the Florida Building Code, including the High Velocity Hurricane Zone. Window Ute Option (DP +50.0, -60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02101/2001, with last revision I dated 11/03/2014, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmed, P.E., bearing Ore Miami -Dade Comity Product Contr6f.revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSH E IMPACT RATING: Large and Small Missile Impact Resistant LABELING.- A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement read'uhg'Miami-Dade County Product Control Approved''is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. 4' 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 Oly1cial. This NOA revises NOA # 12-0110.06 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 Carlos M. Mars, P.E. NOA No.14-0814.04 oaeo rmr Expiration Date: August9,2016 sW r r 4 Y Approval Date: February 5, 2015 Z01$ Page 1 RE COPY DAB Door Comnanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5,, dated 02/01/2001, with last revision I dated 11/03/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 'Bub» rifled under NOA # 09-0128.04" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. . "Subndued corder NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 084182, prepared by Hurricane Engineering & Testing, Inc., dated 12/2312008, signed and sealed by Candido F. Font, P.E. %thinilled woder NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering , & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted 0-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No.14-0814.04 Expiration Date: August 9, 2016 Approval Date: February 5, 2015 E-I' DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by AI-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA 0 09-0128.040 2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed byHumayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dada Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1.. Notice of Acceptance No.13-0717.01, issued to SABIC Innovative PlasticsJor their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11292017. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved out 11/102011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C 1 Polyisocyanurate Insulation, approved on t 1/10/2011 and expiring on 01/112017, 5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02242011 and expiring on 02242016. "Submilled under NOA N 05-0228,02" . 6. Test Report on Accelerated Weathering Using Xenon Am Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI04-A002, dated 09/272004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Bum Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/062004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5n edition (2014) FBC and of no financial interest issued by AI-Farooq Corporation, dated 051132014, signed and sealed byJavad Ab nad, P.E. O��tS Carlos M. Utrem, P.E. 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MIAMI•DADE M AIVII-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARThIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE-ADhIINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) imr.mtamideda4ov/economy DAB Door Company, Inc. 12195 NW 981h Avenue Hialeah Gardens, TL 33018 SCOPE: 1. 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 -Dada County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. Window Lite Option (DP +27.0, -30.0 PSI) APPROVAL DOCUMENT: Drawing No. 03-06, titled "Sectional Garage Door", dated 09/30/2003, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Controlxevision 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: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading'Miatni-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and Were 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 orprocess. 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. 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 012-0110.05 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 Carlos M. Utrera,,P.E NOA No.1d-0814.07 MIpMMADECOUr Expiratlmt Date: Aagnst 14, 2016 Approval Date: February 12, 2015 ! i pZ! jws Page 1 J02 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 03-06, titled "Sectional Garage Door", dated 09/30/2003, with last revision H dated 09/16/2014, sheets I through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Subutiped'uuder NOA # 08-1106.05" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of DAB 824 24ga sectional garage door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Pont, P.E. "Submitted under NOA # 05-091S.12" 2. Test Report on Large Missile Impact Test per FBC, TAS 201 and Cyclic Wind Pressure Test per FBC, TAS 203, of"Sectional Residential Door with Windows', prepared by Hurricane Engineering 8c Testing Inc., Report No. HETI 03-1348A2 dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test Repoli on Uniform Static Air Pressure Test per FBC, TAS 202, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Iuc, Report No. HETI 03-T058, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "SubiniUed under NOA# 03-0210,04" 5. Test report on Salt Spray (Contusion) Test per ASTM B 117 of a painted 0-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 10/28/2003, signed by W. A. Jackson, P.E. C. CALCULATIONS I. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. • � Z JoZ 2AlS r1 Carlos M. UtrerW,'P.E. Product Control Examiner NOANo.14.0814.07 Expiration Data: August 14, 2016 Approval Date: February 12, 2015 E-1 DAB Door Conmanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA 0 09-0324.06" 2. Anchor verification calculations prepared by AI-Famoq Corporation, complying with F.B.0 2007, dated 01/20/2009, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No,13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice bf Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/2912017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01111/2017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, approved on I IA0/2011 and expiring on 01/11/2017. S. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/201 l and expiring on 02/24/2016. "Submilleti under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G 155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Repoit No. EETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material", prepared by "r Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Bum Test and Smoke Density Test of"REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0. dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 50edition (2014) FBC and no financial interest issued by AI-Farcoq Corporation, dated 05114/2014, signed and sealed by 7avad Ahmad, P.E. �oofS Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0814.07 Expiration Date: August 14, 2016 Approval Date: February 12, 2015 E.2 7-In- Y J• X sm RrT BIEEYE (ceromm) -- SDow I Be. 13 mWGI SU46Vi0 EOGf B sPlmc Eowm wrc eaLi (eoN YaFS) �` FASIFM" m1YYas N srna IN flEcumxc c0Y0E olidR 2-J/4'1Y1%D/eYY.am• r RE SEV ORSUIY{ SCREWS , - BRACKET Rx FNI DT9SR 6 STD. Lin DOOR -\' S EECIDNS I\ 7 YCnOIb SI• -Y I EfLrYN IY S YCIIONS SI• 7-) a eEClYxf !1 - SIEi AR L90ER Snk, BRACKET LOW HEADROOM DOOR OPTION Ret ILON 110 SISE i v1m Xm0IH' m(ar )l/uIt BXaR 6 negpJ/ 0' SYB CORER SmtS OLIT<IDE KEYFD IOtl( EDPrIDNA1 UXX NR LOYDR RNWH AITnBHE 10 SnalR IWDEO SIIDE BJI.r LOCI¢ SNOBN ABOVE I_ 0'-0' TO 8'-10• DaOfl mmlls I tm-a• N n•-1°• DOYt Wb1NE x 0.1• OFROM \16 w/Our mBE ARE SCREWS r — A a F 8 app�� aC < 6 Q giq �b�8 I I� �� �E IIII III S . CCSJL COIONNL O[STN WOOD GRNI DxAL OFS SAY: L o O 3 pp ILA Y/X. OWR Pe0n1 WaCRN LEAA 0ED Z R m DA INSIDE ELEVATION D DOORS INC. wi �f RAISED PANEL EMBOSSED DOOR NYMLNN A6'-2- 16. 02t/811 NVY. GixY ffi'-2• % 16'-0• IBah /la I J/t• SEV DIdLIDit SLRWS MY BE u$iD Wilh WindOn We OPUm n uEu oc IIt X s/e' sus DESIGN PRESSURE RATING e + 27.0 PSF p TINS PRODUCT S RATED WR IARGE YI58ILE IBPALT GENERAL NOTES - 30.0 PSF p3p I. ilm vRHHT IYB BEEN OCSNXCO AND 1FSRD TO COEPLY mm lxE R Fy RfpARpRMR Or ME 06WW BJ\ CODE (rD NIH EYDox (]Dta) a DI ANCHOR NBN SN&L NE MA mo,1 p n NvNcN 95EE rollnNp.Sldl L ANCHORS NNEE BE As CISCED. SPMFD AlAE BHOWN Ox CuT . Q ANCNOfl FYBEOYfa1T lO BASE WIERLIL SNAIL BE BEYOND WALL rom WDn¢ / Or CDI1015rA6 DRESSIIIa OR SNOOD. e-o ro C-Ca a a. NL BOLE mRS AND WLSfIEPS a BE mC RIAM bFBCN IM Y 1P-P m SY_I 7 a. AHOIO.RPIc OR HAYNO CONDBRxS OiNER TKAN 11p5E s aNm IN = i - 5' ro u•-IC a 1168 ORAIs NIE xD1 vNN Oi Res /JPROIA '1 a s• ro u-m• —_ i ° a 6 d c le -Cr TO f.......... s. A LON dFNNN aCFG4 ¢ I¢H a CBYI or NYCI¢ YIO Wy. DeIY. 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PANEL SATE SOLID S RSS DOOR VEILER By 'SCNLYCE MCXJP •E HMDWME NSTALLEO N S/IS- OIA HOLES IN CEMER STIL POSTIONEO AT EYE LEVEL AEROSS AT TRACK SRCM q An• e. MIMN-66) ar ron.ree I NYL MR MO OOTCNL)[ 1-)/6' YIN [ONf OISTNICE �1/N'1L xea/n: - I-1/1 Iw. plSw p90 COVCIQ}E OR 111E0 Bloot 1-a/8• NPI. ME (SMcE Mo O,MR,SE 4.CONCmlE fP . 3ONo PS IS , a-58 GROIN I1U10 SDCH rm . 2O8 PR MR Le BPM¢T SPV>M u RATm6x P amrlEM• I66 I 4 014 AV BT (Nm.Y19 RCN,, 01 3-06 e' ALW RK13 la' 02. 5/18' x 1-5/w W sMom IIRO mon OR a ANCHORS 2-/r�e-1 MN 1-1/a/1NLLmJ 1 /i�W ROLLFA WWW ON rAa = - J PIA &RACKET fARDRD V/ (0) / 14 X a/e' S A90 RM GW. 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J a Z �� Z Z Z_ F @( f/1 aq 1 R' qgg i 3 A %w 11 R p ANCXORS SIiOONct 8 RC 8E1 'N1M COHC 1-11 yMSIO [WE WTi. 1-1 1 1-0 ] OL SEEK BE Sw 1 IX ] E 0 OlI @ CWID. 1-1 3 ] E DIM[HOLT BY 5 Rt[0, 1-I ]-] ♦ EON,, e a r ] s"mwmx CMI.1-1 1 1-] H p Eg� d % W NCRETC f[ - 0000 P1O YOG D-W GRD@f EILLFD DY#wn x . ]UL VA Iwl. / M O •-S a Ia w U M 10' DC IDgE DOGR Om W . Slam 1N;M M/ WIwRIR r0 ICNI. AVGIE r ro'RICK Mlm (]) yOl M'C1Ds u EAa sOC 1[ 21 1/1 `O/Oa � IRC QETT1 Crt Y �� 1l£ a HEEL n]L.fI�YENattllV_ Et�N EtEn ALL HA jR�J=HATETE TRACK � T(Dy��yyTIDN RODVCED nixEct 'f �D�MWEE�E .nmEMa B y a F @ r1RRw1 0; -06 no. 03 D: PLASTIC COLIPUES WITH .Sm 2��)y�1ft CHAPTER o)'FBC SEE EVIDENCE PACE L ... F ".]/I6• W DALaR N65 � 4y25 Q i 1111 6 13 x 3/4, sm 21 3/4- L n e O/9•0 EXDS N6Y. e]6 �.- ADD � q 1 i NID ]• D.0 LLVL WDM. %NM � 1 (4) /e 1 i/�• sLLa IB 1/e• Y Ey]PRIO�WiA MF x INTERIOR FAa_�r y i wy ROD fNC ONE PIEOE INJEL'TDN PoGID M WE MM DEJ 1,,, -D/e• Erma ENDS � R 3 u I . 6xD 6-1/T ac u6x - O- O.to. 4T .17�3AeR DaP A t B 0. •'Y. a .C. 'fi II I Illi - � 1 a ro II 1/P M=fte L y yp 8 p 'I I '' . 1 DIRO:AIeT %h5Im5 £' * i Y' C S O ✓� IIII NM IN-0]VA1 p IIII r s cs y l C gg `t GN.lns E.au Derr 11 cyaP.at f � f 977i-�� b d s/E•sIA I ' e 1-sAT• rRwJ DE]s INSIDE ELEVATION C A0 6-1/1• ac ueX RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS le X 3/4. stls © WINDOW LRES CAN BE IN ANY LOCATION IN DOOR SECTION $ $ 'O- /, i AI iNi ac wr°ti.� rmaa['Dax Dan ow xAwa = _-_ -_:_ =yDr.L TeawcrAevEvv y>eYz PRIUM mrlleM,PL-T DOOR PY ARE14I* ENM(AN) eaa M EXTERIOR Is/ID•laY.N) 51(6 Yq. D.L MD]G4ZM0 bfE '--�bIR°DR 11mD1 MIAM MDE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11803 SW 26 StrcA Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 1070 Technology Drive North Venice, FL 34275 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 —Dada County Product Control Section (In Miami —Dada 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 [Wanner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cade, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH-700" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09101105, with revision E dated 05/12115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. fAISSH.E IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturefs name or logo, city, state, model/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 alter 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 tha job site at the request of the Building Official. This NOA revises and renews NOAH 11-1013.14 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. NOA No.15-0519.08 MU1N1•DADECOUNW Expiration Date: March 26,2021 �ffjgymylqpj �2 I Approval Date: July 092015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. OS-1018 01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision B dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air h:filtration 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 0 7-0322 06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile,hnpact 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11121/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07- 0322.06) 3. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by'Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL4649 and FTL4723, dated 10/05/05 and 08/11/05, both signed and sealed byEdmundoLargaespada, P.E. (Submitted underNOANo. 05-1018.01) ' Mahrtel ,P.E. Product ContrqEjoniner NOA No. M519.09 Expiration Date: March26,2021 ApprovaiDate: July092015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTiNuED) 5. 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) Small 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4947 and FTIr4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOANo.05-1018.01) 6. Test reports ow-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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo.OS-101&0I) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 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, expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Buta`cite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. ' /✓A • Y� Manae er P.E. Product Coat 01 Era leer NOA No. 19.08 Expiration Date: March 26, 2021 Approval Date: Ju1y092015 E-2 PGT Industries F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03106, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL49471 FTL-4650, FTL� 4948 and FTL4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo. OS-10180I) G. OTHERS 1. Notice of Acceptance No.11-1013.14, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 11/03/11 and expiring on 03/26/16. �r Manuel P.E. Product Caatr 1 Exa Iner NOA Na. 19.06 Expiration Date: March26,2021 Approval Dale: July092015 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DITTNLS ON SHEET2) A d1B'LMG CONSISTING OFMUTES OF 13'ANNEALED GLASS WITH A AV KURARAY BUTACITE %3 (BY KVPAPAYAMERrA INC.) .00P KURARAYSUTACITE'W6(BY KURARAY AMERICA, INC.) OR AW SAFLEX DVB IWEMAYER(BYEASTMAN CHEMICAL COMPANY) D.711P LAMI 00MISTWGOF(2) UTES OF 314r AN HEALED GLASS WITNA.00PKURARAYBUWTTE PW (BYKURARAYANIEWCA ING) OR.00PBAFL ORSIMERLAYER(BYEAB7 CXQAICALCOMPAM'1 p F. 711P LAMI CONSISTNGOF(2)LRES OF Stir HEATSTRENGTHENED GLASS WRH A.OBP KURARAY BUTACRE P% S©2 OR.00r SAFLEk PVBIMERLAYER(BY EASTMAN CHEMICAL COMPANY) Q 111r LAMI IG:(1)UTE OF 1R TEMPERED GLASS.AN AIRSPACE AND 611r LAME CONSISTING OF MUTES OF 111 AW KUMINYBUTACITE� (BYKURARAY MERICAINO)ORA SAFLEX%SIKIERLAYER(BYEMTMANC N 13Hr LAMI IG: (1) LITE OF 1R TEMPERED GLASS, AN AIR SPACE AND 5115' LAMI CONSISTING OF (QUITE OF IV OF 10 HEAT STRENGTHENED GLASS WITH A.00P KURARAY BUTACITE PVB BY KLRNIAYAMER QA, INC.) J. K INC.) STRENGTKENEDGLASS LITE M.1W IV LAA6IG: (1)LTTE OF 1R'ANAIEALED GLASS, AN AIRSPACE ANDWWLAMI OONSISTINOOF MUTES OF I' ANNEALED GUu9 WITH A .00P KURARAY BUTACITErOVS (BY KUMMY AMEMCA INC.) OR AOPSAFM AVB KMFUAYERBY EASTMM CHEMICALCOMPANY) 2 CONRGU➢ XTIONS:'OX' (111. NEW AND RADIUS TOP.ALLW/LOW ORNORMLLOPTION) 3. DESIGN PRESSURES:(SEETABLES, SLEETS 3) A NEGATWEOESION LOADS BASED ONTESTEO PRESSUREAND GLASSTABLES ASTME 13M ® B.POSRNEOESION LOAD. BASED ONWATERTEGTPREBSUREANDGLASSTASIESASTMEIM. 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS. S SHUTIERSARE NOT REQUIRED. , 6. PRAMEAND PANEL CORNERS SEALED WRH NARRONJBW7SEALANT OR GASKET. 7.REFERENCES: TEST REPORTS FTL-4643. FTL4846. M4517, FTL4848,FTL4648.FMAM FT44O51. FTL4723, FTL4O57. FTL4938 AND F 50n ® ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B. SEWEWMODEL DESIGNATION SHTOD.ALSO REFERRED TO AS SH7O1. ® 0. THIS PROOUCTHAS SEEN DESIGNED A TESTEOTO COMPLY WOH THE REQUIREMENTS OFTHE FLORIDABUILDNO CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 A 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZASOVE W FT.ONLYGLA-am OPTIONS WITH TEMPERED CAPS (GOARE AUDYIED. NOA DRAWING MAP SHEET GENERAL NOTES _._._.1 GLAT)NG OETAILS...._-2 DESIGN PRESSURES__3 ELEVATION$.._ ..... __. 4 VERT. SECTIONS.____ 5 HORI2. SECTIONS-6 PARTS UST____.....O EXTRUSIONS._...__ 7 CORNER _...—_ 7 ANCHORAGE. —......._... 8-11 vAODUCTRBVISPD nmmRW0rNB1ilo11� Rul4oFmdo A,vNlme� � �in7a By N P,o6tl JA OtOV11 C OINpEDWWA9TPEmIE4PEAF0 FRD11113 vpBTlt1RP ••�••••••_••'�_�••_•._•....__.. .....-._. r. ALYt�JMILL1=iL PR A, MNNPRtt]QN VLMJ BtRei rMr• uwr FK WINAJ.3W 3MJOP NTS 1 • if 1ON7-2O E FLP.EJI ST7O5 NOTE: MAD IOOUTBOARD LOSS NAY SE UPGRADED TO 8R 5' PATH NO CHANGE IN DESIGN PRESSURE. 44Ll NIYNON. GLASS ERE G]E%TERIOR INTERIOR* (ALL SECTIONS) 37 KURARNYBUTAGITE- 7/160 LAMINATED GLASS raoourr we�wclmw amWn�a �u°neml m N xT M No. 5M 13I18' LAW IG GLASS W/ 5116' LAMI 1311 B' LAMI IG GLASS W/ 7118' LAMI xormSRNaN Vt ebBruv aNnn FUJI 2 •fi IN FLANGE OR INTEGRAL FIN WINDOWS W/NIGH SILL OPTION BASED ON FLANGED WINDOW TIP TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE w• 5r 55• 70' Tr Tr TABLE 1• 75' fr A,B,M +w.0 a0.0 «OD.O a0.0 +w.0 -00.0 +50.0 -00.0 +mo a0.D «w.0 • 0.0 +m -00.0 W AB,M +50.0 a0.0 +80.0 -00.0 +w.0 -00.0 +w0 -00.0 +80.0 -00.0 +80.0 -00.0 t •70.0 A,S,M +M.o a0.0 +50.0 -ma +50.0 a0.0 -no 40.0 +75.5 •7dB «Tla -77.0 +75.8 -76.0 AY vis. A,B,M +60.0 -00.0 +w.0 a0.0 NBa •70.6 H0.2 ad2 H5.0 ado N5.1 a5.1 HA.O -74.0 W TOwiM E,F.G.H.LAK,L +Ko 1 a0.0 1 +80.0 1 480.0 1 +50.0 1 L0.0 1 +w.0 1 a0.0 +80.0 -00.0 +w.0 a0.0 1480.0 40.0 STANDARD VIEW I RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOWTIP•TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 3531V I lf• 50513- or 72• I TV TABLE 2. Tr 45• A,B,M +w0 -00.0 +BD.O -00.0 +w.0 -00.0 +50.0 no +70A -70.0 +70.0 -70.0 +70.0 •70.0 SC' &B,M -noa0.0 +50.0 -00.0 +w.0 a0.D +78.0 •70.0 1 +70.0 a0.0 1 e70.0 •70.0 +70.0 -70.0 5r ARM +50.0 40.0 1 +50.0 -50.0 1 +80.0 1 40.0 1 +75a 1 .75.0 1 +70.0 1 -70.0 1 + 8 1 -65.5 +67.5 -67.5 631W A,B,M -8101 450.0 1 +SD.O I -0O.o Ino I -00.0 1 +7d0 1 a5.0 1 +55.0 1 ASS I+5B.7 1 •85.7 +85.5 a5.5 'UPT0571U5 C,D,E.F,UlJ,K,I +50.0 -00.0 +w.0 -80.0 «50.0 a0.0 +w.0 dK0 +10.0 -70.0 +7D.0 -70.0 +70.0 _no GLASS TYPE •o- MEETINO Md HT. x B�gsN �{1IT MEETING RAIL L X + WOM 1.WINDOWS WITH THE LOWSILL OFIION ARE LDSTEO TOA POSITIVE DESIGN PRESSURE OF+6f.0 PSF ORLOWER AS SHOWN IN THETABLES. NEGATIVEDESIGN PRESSURESAREUNEFFECTED. 2. FOR INTEGRAL FINWIN DESIGN PRESSURES USE THE ABOVE TABLES SYOEDUCTING I• FROITHE FLANGED TIP-TOTIP FRN� DIMENSIONS. - IAVABABLESASHHEIOHTSFORCUSTGMWANDOWSARE125A•MINIMUMT03WMA%IMUM �•.• ��IIf ,LGMSSTYPESC.G.H.ANDIMAYBEUSEDINSASHONLY A _- ,9 •_ _._1... PIlOW= I � wwMAnvnf 1mG0'B.mn aHnF IJT3 1 3 111 X 1T MAX FLANGED WIDTH 1/S'MAXIF.WIDTH �p 11 D—J, DETAILA 7/1 DETAIL B VIEW (STANDARD SASH) E-n I TS' E-j HE o � SEE DLO TASLE X j I SASH SEE OLD ABlE X SASH HEIGMi HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP CUSTOM SASS. NOTES: 1.WE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETA L SEE SHEET 7 FOR CORNER DETAIL VIEV3. 3. SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE INFORMATION 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAOS B A QARE BASED ON A THREE OVER TWO FORMAT. VE C T OPENING DETAIL FIXIED UTE LOW SILL HIGH BILL A 341127 343H6' B 41 KV 41114' C 411l4' 4D7/B° D 625'6' 5211H6' b2114. 526HS° S DETAIL LOW SILL WON BILL A 34 1/ 343H6' B 277H e' 27113' C 277/16' 27119' D 15W %3/4' E 133I3" 153/4' TABLE S. 96®IIRRfiVL4D e,ae�a'a'e.�\awvmm. `\\\\Il llllryejl' J Vtr 'P •'�•"' "�"'"."'"°'.'""' I!�° MIUM.21GLEHUNO W/NOOOW fMPACT ALYNN \IIMILLER.PP I I 7m P401N1 C NOLILWGEJT69BNFET rIleO.\N4 °+ rlalmlos'xfm4 VidSS0S.e�r IIM00 H78 d • 1I 404P20 E IF P.E.166105 FX 6'IA1T UA P239) NOTE: WN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS.(T) B' FROM EACH SIDE OF BASK INSIDE INSIDE =—MAXVENTDAYLIGHT OPENING—f Vr LITE oA I 111 Ik tl 7� OUTSIDE 4--®iqr- r MAX FIXED UTE DAYLIGHT OPEATNG MAX WIDTH SECTION A -A OUTsro INTEGRAL F N (I F.) FRAME SECTIONS 47 I HwH 6 3 LOW `L 49 HIGH SILL 48 LOW SILL 1 HEAD JAMB 68 SEE NOTE ABOVE ULTRAUFT ONLY ,,: No. 5SRg FAMI39 xomlai.aaOn� WlNl Enmr �"� o.w E A. LgP.WLELKSFX armo Hatl a • ii 1016YD T- 2.7ad-1 >se i s E_J— .De7 O FLANGE FRAME HEAD 940OM 6063 .749+1 .aex O FLANGE FRAME JAMB 44004. 606 (USED AS RAD IUS TOP HEIR) Ae2 �L II_ F�-2.7e4�'j O FLANGE FRAME SILL lLO'M MOWC, 00e3•TB �I .490 I-.1A61-IT O7 SASH STOP 9d025.600}T5 -+{ 1.342 m I 66 21 FIXED N054A =IHDT8 IL 23 W 69 FLANGE FRAME SILL (HIGH) 940%k BOe3•Te I"KL. ELD LONG CREW O I-1.613—j •736 .OdO I SASH STOP COVER VIEW D D (1n a VIEW HEAo n 9ai, MDNa7oP slLy _ _ FRAME CORNET 17 94053,e003.T5 "'j 1.105 IT I . .576 2.326—� ' Q 1D96 0-1 ice f--2s7e� T .ofiz� I 41 GLAZING BE� 5116° y 94mme, eeesTe 1s7e '.'� 31 9ASH SIDE RAIL INOOB. BO&9•T5 ASH TOP RAIL 28 SASH BOTTOM RAIULM e7e 006C, 0063H8-T0 94007.0063-T6 .0m .090 --7 1 GLAZING 1 MMucTPOt'DED b >wYwwnea..7�B. .e7e q2 GLAZING BSW .6118° e N I , - Ay 94DWa,e0e'1-TS a 1�OSI a___t 1me��T (USED WfGWLLTOT) 44 ft GLAZING BEAD 7115° L ePje 0011 94222,0003.T6 2J3e .003 .Ora uunY .062 � 1.087 ; 1 p13y LYN/f..... .060 GLAZING BEAD. 13116 IG '� V4EH2f'•.,.t9 1.115-{�—IT 48 AM. W0 T6 GLAZING BEAD, 7n6, xo.5e7os 68 SASH BOTTOM RAIL (HIG7D 45 tee6C e0xs75 9106fA, eDea76 (USEDW/0x 1011 p:, 71/15 ; ,_ all nmE.v .n.......... A.LVtUlMM1LdTk PE xo naar° V4+N7 �01 Olem Hap 7 • 11 ��4040M E FL PUiJ 66T05 ANCHORAGE NOTES: TABLE & ANCHOR OUANTRBES FOR 1N FLANGED WINDOWS I. ANCHOR TYPES:3-IWELCOSTAPCDNS WINDOWHEIGHT S/CRETE+1EK SUBSTRATE 3-n2SCREWS 2B.603 34.603 90.6D3 IB.fiO3 52603 6BfiO3 54.603 7G000 CI Nz Zma o N2 zmON o yC L� �2m0 O 2�2m 0 ONO Z O Zm pN0 pZo �Zm O ONO pZo ZNO �,po N��O p ANCHOR TYPE WOtDOW m GLASS 2ANCHOR L CATIONS NS ARE�EO ONTHE WIDTH N TYPE V'�N� V �Na., S�3 u VMR ii UNg 55 U'HN J UNg U U V O HEAD. 1012° MAIL FROM TOP CCRMENIS JAMBS- 1777 MAX FROM TOP CORNERS IV MAX FROM BOTTOM CORNERS RMAX BELOW MTO. RALL C,O,E,F,G, H,4J,KL 7 1 2 1. 7 1 1 1 7 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 _7 2 2 7 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 2 2 1 2 3 1 2 1 2 9 3 19.126 SRL-ANCHORS NOT REWIRED ARM t 1 2 1 1 1 1 7 1 1 1 2 T 1 1 t 1 2 1 2 2 t t 2 t 2 T 1_ 2 2 1 2 2 7 2 2 1 2 2 i 2 2 t 2 2 _t 2 2 1 2 2 i 2 2 1 2 2 ,t 2 t. 2 2 2 1 2 3 t 2 t 2 3 3 11 TRIES USiTM,EKi'D¢DMIENONIV.CPoTRERIAOF aUANAL t 1 1 1 1_. t- 1 C,O,E,F,O, .„t 1 1 t 1 t 1 1 .( 1 1 1 1 1 1 ,.. ,. -7. , ,1,. 8 NOTE2 24.OD8 KLJ,KI 1 2 1 1 1 2 1 21 2 7 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 LTABLEWIDTH AND NEIDHTDOAENSIONARE FOR ABM 1 1 2 1 1 1 1 1 2 1 14 1 1 2 1 t 2 1 2 2 v1 1 2 1 2 2 1 2 2 i 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 1 2 2 3 t 3 3 1 2 1 2 3 3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1-LESS. 12ESION PRESSUREUMRATON3: 5W BLOCKS OFTHEADJACE AM0EW THA C.D,EF.G, K4JJGL 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 _1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 2 3 2 2 2 3 3 3 2 2 3 3 2_ 3 4 1. 3 1• 2 3 3 2, 3 4 1. 3 1, 3 4 4 32-OOD BOLD RICD: ALEO VALUE ABOVE THEM, INDICATEA ABM / 1 2 1 - 1 2 1 2 2 ... 1 2 3 1 1r2 1 2 2 1 113 1 Ili i 213 t 2 3 t - 2 2 7 21. 1 2 3 1 2 2 1 2 3 _7 3 3 t 2 2 1 3 3 1 3 A 1 3 _1 2 3 3 1 3 4 _1 3 1_ 3 1 4 MA70NUM DESIGN PRESSURE WITH THE QUANTITY OFANCHORS$MOWN IN SOLD. OTHERWISE, THE 1 1 2 1 1 2 t T 2 1 2 2 1 2 2 2 2. 1 2 C,D,E,F,G, HAAKL _1 2 2 _7._ 1 2 -1 2 2 1 2 3 1 2 T 3 2 3 2'2 25 T 3 2 2 2 3 2 7 2 3 2 3 3 d 2 3 3 3 3 4 _1 i 3 3 4 3 5 3 3 1 4 PRESSURE FORTHE PRESSURE RESPECTIVE SIZE AND GLASS TYPE IS AvaLABLE. qB M 1 _ . 2 2 1 .. 1 2 1 2 2 1 .. 213 _ 1 112 1 2 3 2 2 3 1 2 22 _ t 3 2 2 3 1 212 2 2 3 2 ... 2 3 1 2 3 _ 2 2 3 2 . . 3 4 t 2 3 2 3 33 2 4 1 3 2 3 3 4 2 9 S 1 3 _2 3 1 4 PSF 791 O,D.U.1,, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2M34% 40.000 K4J,K,L 221222232223232223232323242333 3423 3435 33344 6 TABLE KEY: ABM 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 r2 2 3 2 2131 2 2 3 2. 2 4 _2 2 3 _2. 3 3 '2 3 4 _2 2 3 2 3 A 2 3 6 2 3 3 2 3 4 2 4 5 PSF 79 1 C,D,E,F,G, KkJ.K,L 2 2 T 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 9 _2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 6 2 3 3 2 9 4 LL2. 4 6 2. 3 4 .2_ 4 5 MAX �F 44.00D (DP LOWTEDI 118 FAanuxRSWs® HEAD 2 RmNyuTµq�wlmuw RmlL JAM ABOVE 2 3 A�npwmNo 19H�19.oa 21 MTG R/� - m wm ca�a AB,M 2 2 2 2.. 2 2 2.. 2 2 2 2 3 2 2 2 2 2 3 2 2 3 y2. 2 2 _2 3 3 2 T 4 2 21,3 2 J 3 2 31412131313 2 2 2 3/ 2 2 3 2 3 4 2 3 b 2 3 3 2 3 4 2 4 b 2 3 4 2 1 5 PS 79 70 C,D,E,F,G, KLJ,K,L 2 22 2 23 2 22 2 3 2 2223 2 2 34 2 23 2 333423 2 2 2 34 2 34 2 23 2 34 2 3533 2 2 369 3 63 2 2 316 3 4 834 2 2 6b Jµg BELAW MM RAIL IB.000 AB,M 2 22222223222334233334213343423343633J4363346483456 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 3 2 2 3 2 2 (FILL DTI 1,1111aa MEAD 2 ; �• �1 LYNB �'''JCCNSF'•. PSF 72 7B 7B J.NIB ABOVE 2 3 ;Pq''. 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 55125 RL 2 222 2 22 2 22 2 3 2 2223 2 2 34 2 23 2 3E 314 233434 %Is 39 35334446341546315E RAL Nn 55T06 •'A JAM ELOW MRL RAIL ! 1 qB,M 2 22222f231Y2 2 2 2 2 2 22 i.311131314 2 2 3/ 2 2334 2 3 3r4333435334445J 2 2 3 2 2 3 2 94648314Ep,.0 2 3 2 3 ax u 3g2na 10Dm1 E AOfidarlGFB1I8981ASiT xoCIMADL51M3&NEET wwocenams Pn�>t p T: ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLEHUNOWINOOW IMPACT aw,. 'o�F@�ftomvp•G�'�Q;' ''.'/UWA1. E.'� as AL o JA. 91918/ C M)GWMaEB D49NMET woRow4aMTn VArNa Bann er 4Hlao NTS B •1f 40f0,20 E FL P.EILLFII,P.E. rtPEJI6B105 FX 7/1BCf Jd Yl3D) ANCHORAGE NOTES:1. ANCHORTYPES: 1- V4'ELOOTAPCWIS 2.114' ELOD SO4 CRM-FM 9-912SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE HEADD-101? MAX FROMTGLASOPCORNEAS JAMBS- 171? MAX FROM TOP OWNERS 16' MAX FROM BOTTOM CORNERS 4' MAX BELOW MTG. RAIL ANCHOR SUBSTRATE. ANCHORTYPE. QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANQ®WINDOWS TABLES. WINDOW HEIGHT 29.655 37.155 44.655 1 62.155 69.855 67.155 74.855 TB.ODD �QOQ NSNU 1 I p2p 1 I �2v1Q0.Q U�$NU'U�5N 1 1 Z 1 pZp 1 �QOQ 1 Z U'U 1 2 1 1 2pp NU 1 �Zp B�SNt1 1 2 2 pOo Z�pip 1 1 2 2 2 vL t)�5�fJ 1 2 2 2 pOp 1 2 2 Z�p0pvl 1 2 2 UNSN0 1 2 2 QOQ 1 3 2 2�pZ 1. 2 8 i 2 3 2] pQ0.pQ tiOZO 5 U 1 1 2 2 poio U 1 2 3 2 WIDTH TYPE C,D,E.F.O, 10.125 KU,KL A.BH 1 1 1 _ .. 1 1 1 7 1 _,. 1 1 1 1 1 .�_._ 1 7 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 1 2 1 2 2 __ 2 2 2 2 _ 2 2 2 2 2 2 2 2 _ 1 1 2 2 2 1 2 2 2 1 ,.. 2 2 1 .. 2 2 1 _. 2 2 1 _...__..�... 3 2 1 2 1. 2 3 2 1. 1. ..»__ 3 2 2 ] 2 3 2 SILL- ANCHORS NOT REQUIRED 3. INSTALL PERTHE ADJACENTTABLEANCHOR CUANTITIES USING THE DIMENSIONALCRITEWA OF NOTEY 4.TABLEVAOTH AND HEIGHT DIMENSION ARE FOR LA GE� DGW7. INTEGRALRNOIMENSIONS 24.000 PSF 791 1 1 1 KU,KL 1 1 1 1 1 1 1 1 2 2 i 1 1 1 2 2 1 2 2 ,1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 3 2 3 2 2 2 9 2 3 Y 2 2 3 2 _1 3 2 f 2 1 2 3 2 ABF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 1 3 2 1 3 2 1 2 1 2 7 2 1 3 2 1 2 1 2 3 2 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 Y 2 2 2 2 2 2 2 3 2 3 5. DESIGN PRESSURE LIMITATIONS: _ SBOODryAucI D VALUE ABOVE 9@MDIDICATEA MAXIMUMDESIGNPRESSURE WIfHTHECUANTTTY OFANCHORSSHOWN N BOLD, OTHERWSE,T MMMLPRESSDE81 MAMNUREFORN RESPECTIVE SIZE ALD��TYPE IS TABLE KEY: MAX. PSF 1DP OMTEDI ff7 ert®ucT�Fl� HEAD 3 oai a' d. JA59 ABOVE 3 9 ''A��E nw - �iI JAh9 BELOW D EMI MTG. RAti RILLO a1Lu11, 32.000 PSF 50 77 CAEF,G, H.LJ.R,L 1 1 1 1 1 1 1 1 1 1 2 7! 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 2 7 3 1 2 2 t 3 3 3 3 3 2 3 3 3 3 2 2 3 3/ 3 7 2 4 3 4 3 7 2 4 3 0..BA1 1 1 1 / 1 1 1 1'7 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 7 2 2 2 3 3 1. 2 2 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3 1 2 2 1 3 S 1 4 3 1 3 2 1 d 3 1 4 9 1 3 2{ 7 3 77,ppp PSF 59 1671791 CAE,F.O, HU.J.N,L A,B,M 1 11 1 1 1 1 j 111222 1 1 1 1 1 1 1 1 2 1 2 2 2 1 222232223 1 1 2 2 1 1 2 2 2 2. 2 3 1 1 2 2 2 2 2 3 2 3 322 2, 3 3 _i_ 1 2 2 _2 337 2 3 3 2 333 2» 3 3 1 1 9 3 2 / 3333 2 6 3 2 2 9 3 7 233133 1 3 2 2 2 7 3 2 2 1 3 1 24 t. 3 2 2 34 2 4 3 2_ / 2 4 4 1 3213 1 3 2 _2 2 4 3 /0.000 PSF N 79 1 02179 D,D.E,F,G. KLJ,KL A,B.M 2 1 1 2 11111 2 1 1 21 Y 1 1 2 1222222232233332233439343333313/A3343/43333 2 2 2 4 2 Y 2 2 2 2 2 2 2 2i3 2 2_ 2 2 2 2 3 3 2 2 3 3 _2 2 2 2 2 2 ill 2 2 4 3 2 2 3 3 2 2 d 3 .2 2 3 3 2 2 ill 2 2 / 3 2 2 4 4 2 2. 3 3{ 2 2, 3 2 2 414 2 2 313 2 2 5 3 2 44.000 PSF EF.Q K4J,KL 49 2 1 1 79 2 1 1 1 55 1 2 1 1 79 2 2 2 1 2 2 2 79 2 2 2 2 2 2 3 3 2 2 3 3 2 2 2 3 4 2 3 3 3 2 2 2 4 4 3 3 4 3 2 2 2 4 4 3 3 4 3 2 2 2 4 4 3 3 4 7 2 2 2 4 4 3 3 6 4 A.B.M 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 9 3 2 9 4 2 2 3 2 3 3 2 4 4 2 3 3/ 2 3 2 4 4 2 3 7/ 2 3 2 4 4 3 2 7 2 4 3/ 2 4 9 2 3 2 5 4 18.000 PSF d5 7t 51 7t 79 79 C,D.EF,G KfAKL AJ3 2 11171122i 2 1 1 2 2 1 1 2 2 1 1 2 2 2 Y 2 22273 2 P 2 2 Y 2 1 2 2 3 3 2 29 2 2 2 2 334 2. 3 3 2 2 3 4 2 2 3 3334 2 2 3 3 3 3 3 4334444 3 _2 4 4 3 2 3 2 2 d 4 2 2 4I4 2 3 34 2 S 3 2 2 4 4 3 3 4 4 4 2 2. 3 2 2 5 4 3 3, 4 4 4 2.. 2 3 2 2 5 4 FIEPD 2 UWJB ABOVE 2 2 MTG. RAC 4 JANB BELOW 4 �'' PAL WEw IMPACT 401030 E �• 011T 4D(,, _ Na sbi05 �A � 7 li ;'W- , SrMF :, toy .^;�On ..... '' IIONAL Auf1�FTAALI):'R. P.E. FL P.Et SaT05 63.125 PSF C,0.E,F,G, KIAKL A BA1 41 2 1 1 2 1 1 07 2 1 1 2 1 1 48 2 1 1 2 1 1 57 2 2 2 2 2 2 2 2 2 2 2 2 75 2 2 2 2 1 2 79 3 7 7 3 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 4 4 3 3/ 3 2 3 4 4 3 3 3 4 3 4{ 3 4 4 3 3 1 4 3 2 3 2 3 3_ 4 1 3 4 3 4 3 4 4 2 6 3 3 2 4 3 3 4 2 3 4 9 4 6 5 4 3 4 5 4 2 9 2 4 3 3 5 3 5 3 4 5 5 4 5 1 2 4 3 1 9 3 5 5 cM Ja 612na ro9mr a - o NocH1NGFSTreeaTDAT NDOL1NDEs1M4arcEEr pa va E4xMn wwwartaaN TANCHORAGESPACING fl W ° Vi,45llam STANDARD ALUM. SINGLE HUNG WINDOW, AR OLOmi C ADD�M1K1beREANCMDHDIYDRE7TfdCTeDBY40E .r... errnn Mg 9 +11 FK 16w AA NIJ,DT ABOVE MEETING RAIL HEAD &JAMBSh CUSTOM FLANGEDWINDOW HEIGHT MINUS BASH HEIGHT TABLET. ANCHOR QUANTITIES WINDOW IGHf SASH MEKJHTFfiOMTABIEe. SUBSTRATE: 17.175 22880 21211 33.764 3B.ZB6 44.898 00.382 6SB26 ANCHOR TYPE DO 2n� Z Oe,O 2�2 ONU 2N�NZ,.z LT n0 NS �2 nONZ ZnQDNj�2 WINDOW 8"$ 3-8N�S 8 Rag $ 8Ng $ 8 8 TYPEPN�B"QND�Kg"8 1 1 1 7 1 18.120 D.EF.J. _ 1 1 ..t 1 1 1 1 1 1 .1.. 1 12-. Y_..Y .1 ] 9 2 3 3 2. ..3..3 ..3 3 KL 1 1 1 7 2 1 2 t R 1 2 1_. 1 t Y...2.. 7 t t_ 1 t 7 7 t 1 1, 26000 D,EF..L 1 -4 ,. Y 3-2 ..� �8 3 2 3 3 2 3 .,1-- 8 _ 3 9 3 1 4 KL 1 1 1 2_.2 Y 1 1 7 1 D.E.FA 1 1 7. 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 32000 KL 1 1 7..2 . . 2 . 2.... 3 3 .3 . 3.. 3. . Z.. 3.. Pe 7D 2 1 2 2 1 2 2 1 2 37.000 QE.F.4 1 1 i 2 1 1 4 4 4 4 S B I fi KL 1 1 1 2 Y 2 3 2 3 'J 1 4 8 1 3 3 PSF 1 70 70 1 1 79 179 2 4D000 O.E.F.J, 2 2 2 2 2 2 2 2 -3 .9. 2 2 2 '4 .7 2 •4. 1 .4 •. S 6 4 0 KL j. .'7 1 1 2 2 ] 6. A 4 8....8 4 4 PSF 70 70 70 77 78 70 7B 41.000 D.E.F.J. 1 2 1 2 2 2 2 ] 2 2 2 2 1 2 K.L 1 7 1 2 -2 2 3 -2; 3 7 4 4 4 .2 4 3 6 4 3 6 6 4 6 6 4 8 78 70 7p 70 71 79 79 70 21 4BOD0 3 1 2 1 7 2 2 2 3 2 2 2 2 2 9 2 2 9. 2_ d 8 8 i 2 2 2 3 8 3 4 4 { 6 4 0 6 4 B 5 8 B a.EFJ 71 7p 64 74 00 77 6065126 2., 9 1 2 2 12 3 2 2 3 2 3 9 2 3 3 2 3 3 23 3 1 1 2 1 2 3 3 3 4 4 4 5 4 6 8 6 8 8 6 7 8 6 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE S SASH HEKOR SUBSTRATE 12778 76.776 10.778 21.778 24.778 27.778 30.776 31.108 _ � N� 8 ryg °s"g^`� g ^$ gNgg „ gg� D N Wffmow 10.125 1 1 7 1 1 2 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 7 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 1 2 2 3 32400 2 1 1 1 2 2 1 2 1 2 8 2 1 2 3 1 2 1 3 3 1 2 1 3 11 3 2 3 4 2 3 4 2 37.000 2 1 2 7p 1 2 2 9 2 3 3 2 3 3 3 3 3 3 3 4 3 1 4 3 4 40.000 2 2 2 71 2 2 2 3 2 1 3 2 S 3 3 3 4 3 9 4 3 4 4 3 4 44.000 2 2 2 1 2 2 3 2 3 9 9 3 4 3 3 4 9 4 S 3 4 6 3 4 43000 2 2 2 N 2 2 M 2 3 2 3 d 3 3 4 3 4 4 3 4 6 3 4 6 3 4 69.725 2 `� 2 2 60 2 77 3 9 3 4 3 4 47 3 4 S 1 9 1 4 5 3 5 5 3 5 1 2 1' LESS. 6. DESIGN PRESSURE L Mt7ATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH ABOLD ITAUCIZEO VALUE ABOVE THEM. INDICATE AMMAR M DEGN PRESSURE WITH THE QUANTITY � SHOWN IN SOLD. OTHERWISE. THE tM7UMUM DESIGN PRESSLRTEFORTHE RESPECIIVE81MAND GLASS TYPE 13 AVAILABLE TABLE 7. KEY: MNL PSF (DIP LOdREDt 112 HEAD 2 JANSABOVE 2 MM RAIL „aco ,La 4 I T4,t6fii 6a,an aVMo N7s /0 •11 M70. RAA. AmFue"I+e O TABLES. KEY: ^y MAX PSF (DP LMAfED1 112 JAMB BELOW 2 I tlll� MM RAIL F( ULL DPW , ti 1h 687us JM98ELOWB MTG. RAfL = p _',Gn :r1• 3.33 KSI MAN. CONCRETE OPTIONAL Ixn q { WOOD BUCK�—_ 2 (SEE NOTE EMRIOR ANTE ALL NEADANO S61 ".• 13V MIN.. 1/1'TAPCON .7 .i3W KN.VV CRETE* EX WOODANCHOR (SEE NOTE 2 & 3) ur, va' MAIL MAIL DETAILA SHIMDETAIL B SHIM TYPICAL FLANGED HEAD ANCHORAGE ,E 1... u�u• )` I Mx I ,LWOODBUCKSOF CTEUINU TOTAL THIIXNESS IS LESS TM INSTALLED DIRECTLY TO SOL I Jrr TMCK OR GREATER. IN ENGNEERED BY OTHERS OR S. FORATTACHMFMTO ALUMII IrBLXX�ONALWITH EDGE I r um EDITION. CONCRETEANCNOR. WOODANCNOR,FNBELOWMEETING FR BELOW MEETING RAIL(SEENOTE/8S) RAIL(SEENOTE263) 33 KBI MIK CONCRETEINTERIOR R1.SKSIKKCMU (ALLJAMBDETAILS) EMMOR BOND CONCRETE BUIX OR CMUSUBSTRATE(SEENOTEA) ® (BEE NOTEn lu DETAIL C DETAIL D mTYPICAL FLANGED JAMB ANCHORAGE 114- 618'MKEOGE MBEDMENf1MAX�-----� SNIMrr I .131-DW MIK x 2 U2' NAIL, SHIM DETAIL FI (HEAD) .131' DIA x212r ATCOPN AND S' z21?NNL, v AT CORNERS ANDSO.C. 2-ifCEM DETAIL E. (JAMB) DETAIL GA- (SILL) TYPICAL INTEGRAL FIN ANCHORAGE M+�T• mm1POP+NneroravF ANCHORAGE DETAILS ALUM. SINGLEHUNG M —� PA Rfx 16n_. rwmxu,nars.. _ ru+bvJ:.a. �yyy y� AITS 1f " 11 M ONLY MIAMI-0ADE COUNTY MINIMUM DISTANCE FROM 12STEELSCREWS(GS)OR BE COME INTO CONTACT ITSOFFBCCUPRENT, 0B �ilfn ••Mbe FImMP Cak �y0r�y oc�a F"T sl NE�a MW. U703