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WS-15-652
Prolect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 317 NE 102 Street 1132060135060 STEPHEN LOFFREDO Miami Shores, FL Block: Lot: Owner Information Address Phone 9.e11 STEPHEN LOFFREDO 317 NE 102 ST MIAMI SHORES FL 33138-2428 Contractor(s) Phone Cell Phone M & A WINDOWS INC (954)298-7575 e of Work: REPLACE 14 WINDOWS of Openings: 14 iitional Info: Residential 5 Fees Due Amount CCF $12.60 DBPR Fee $3.60 DCA Fee $3.60 Education Surcharge $4.20 Permit Fee $240.00 Scanning Fee $15.00 Technology Fee $16.80 Total: $295.80 Valua=Feet:0 Total Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-15-54904 03/24/2015 Check #: 3901 $ 50.00 $ 245.80 04/03/2015 Check #: 3942 $ 245.80 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. /1, April 03, 2015 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 03, 2015 1 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION EJ"UILDING ❑ ELECTRIC ❑ ROOFING l i�.0 � MAR 2 3 20 5 BY: FBC 2010 Master Permit No. b- s i '�;—Us 2_ Sub Permit No. ❑ REVISION ❑ EXTENSION F-1 RENEWAL F-1 PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP C2 CONTRACTOR DRAWINGS JOB ADDRESS: (�� 1 y2 5�T YA � G 320(o 01 ?) 5Is the Building Historically Designated: Yes NO / Occupancy Type: Load: Construction Type: I ��T �Fllopod Zone: BFE: FFE::� OWNER: Name (Fee Simple Titleholder): S� Ip��� WT ! �V Phone#: ��a S-44) ) 13 Address: ME 10Z ST a p City: CA Y V) i S State: Zip: � `� 131 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: f 0 n d� �. Phone#: A Address:�� �J City: 0 Y r l'� r State•`` I Zip: 02J- Qualifier � Qualifier Name: 1 Phone#: State Certification or Registration #: ® Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address•�n1 tt�� City: —State: Zip: Value of Work for this Permit: $ d� V ° y Square/Linear Footage of Work: Type of Work: ❑ Addition �,Alteration New ❑ Repair/Replace Demolition bDescriptio of Work: l UwJ Specify color of color thru tile: Submittal Fee $ Permit Fee $ a CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ 10 TOTAL FEE NOW DUE ' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (� 1 / OWNER or AGE'T) The foregoing instrument was acknowledged before me this ' day ,of Fe i�i� �, a rl'l . 20 15 by ,54rig i -b -A-1 L- -c r 0 who is personally known to me or who has produced FL (?k- iyYr �- I P' (Fr)s ( as identification and who did take an oath. NOTARY PUBLIC: Sign: 2!� k' Print: AJr)0)' O. �% J; 100414 Sea L• APPROVED BY (Revised02/24/2014) ANGIE G. PIPPING NOTARY PUBLIC STATE OF FLt DA E*res 1"M, Signatu The foregoing instrumentwas Iacknowledged before me this J ft -C of ?I C Y l 20 by qwho is personally known to Me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: CL Seal: i wWAIRROA ��..... * Ipy (FISSION # FF 184276 * SSRES: December 17,20`15 �.�p g�dad7lunB�t�'Servkes (° Plans Examiner Zoning Structural Review Clerk HR J2 S41- 13 S'H'- -'4] 14 S'nores Vi!l,_Ige BY DATE 71 T 'Ji -C F TO COMPLIANCE WITH ALL FEDERAL �'—'N�DCOLJN�TYR �AND REGULATIONS HIR HR 10 9 STEPHEN LOFFREDO 317 NE 102 ST MIAM Shores FL 33138 2 bo MIME, 8 00 3 HIR HIR Address:- Contractor:- Product Approval Review Form Lot:- Block: - **' Highlight on NOMP4 VI apptable 2e48Jl, 9 %cffon, atme neme�teana glass type. Rev. 5/7/2009 ' : : : : : . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I Size NOA Number } NOA Design Pressuure rating Opening Required Pressure Rating Egress Requirement Shutter Requirement Width Height + Psf - sf J+ Psf - sf Yes No Yes No 4y, _ 11t1� ®y S36 .350I1 _ i 1�. 5 "�S LIUf i 53 0 .o- 3 >> _ Il Mal. -]E X01 -43 �- 3 13 0502,C) 1�- Ho I s� **' Highlight on NOMP4 VI apptable 2e48Jl, 9 %cffon, atme neme�teana glass type. Rev. 5/7/2009 ' : : : : : . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Address: Contracton- Product Approval Review Form Lot- Block: *— Highlight on NOAMATtie applicable delall, iecVori, atlaZhem;)nt and glass type. ••• • ••• • ••• • Rev. 5/7/2009 • ; • ; • ; • ; . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Size _ _ NOA Number NOA Design Pressuure rating Opening Required Pressure Rating_ Egress Requirement Shutter Requirement Width Height + psf I- sf + psf - sf Yes No Yes No -2,) Q it _lli�.�� _15 -53� _} 4 M --CSO 90. 1 -S3 0 -1013 ! LI G� go 5 I _03 H 1-10 ....... L *— Highlight on NOAMATtie applicable delall, iecVori, atlaZhem;)nt and glass type. ••• • ••• • ••• • Rev. 5/7/2009 • ; • ; • ; • ; . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 TI 9545 -0 REF.#: 15-78 Date Contractor M&A Windows 3/19/2015 12078 Miramar Parkway - Miramar, FL - 33025 Job: Loffredo Residence 317 NE 102nd Street - Miami Shores, FL - 33138 Design by: PEDRO DE FIGUEIREDO, PE 52609 e . ( ) 85 304 Fax. (954) 585-0305 Email: Engco@AOL.com [Sheet Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10 (chapter 30) Florida Building Code 2010 Mean Roof Height (MRH) Cladding Elevation Minimum IMdUr. (B)_!ii iii::. !ii�liii€! a;!'!i�iiiiil.N€€ ii -!� Feet i, -H'_i Feet _......-- - - Feet Low Rise: Buildings with MRH<= 60' and MHR <= B Roof Slope COMEM Tributary Area = '_( "'`! GCpl (Int Pressure) Roof Slope Reduction Factor 1.00 -0.18 Table 26.11-1 .. GCp Ext. Pressure) Basic Wind Speed Risk Category: '' mph I I Use Figure 26.5-1A or FBC 2010 ' i. i. ; mow.=- -_ see:** • • .. ...... ...... • 0000•• Figure 30.4-1 (walls) zone 5 (+) 1.00 zone 5 (-) -1.401�-d Exposure C a Zg = .:..:::: - (Section 26.7) 9.5 900 Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country, grasslands . . • 0 00000 Zone 5 for units located less than 71•fro D ilding tamers • • zone 5 40.1 BuildingType Enclosed YP (Fully and Partially Enclosed - Section 26.10) -_ - ==i=iii HH: i':iri - iiiiil Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt -Section 26.8 1.00 To be used when hill height H -16 ✓elocity Pressure (qz) 56.57 Psf qz-o.00256 . KZ. Kzt. Kd . V^2 Section 30.3.1 ✓elocity Pressure (qh) 56.57 Psf qh=0.00256. Kh . Kzt . Kd . V"2 Section 30.3.1 Wind load Psf positive ft2 0000 '0000' 0000.. Tributary Area = '_( "'`! GCpl (Int Pressure) 0.18 -0.18 Table 26.11-1 .. GCp Ext. Pressure) zone 4 +) 1.00 zone 4 (-) -1.10 see:** • • .. ...... ...... • 0000•• Figure 30.4-1 (walls) zone 5 (+) 1.00 zone 5 (-) -1.401�-d Wind load Psf positive negative .000 .. ..:.. Psf Psf 000000 0 • 00000 00000 0 0. 0.: ..... """ ' Wind load combination factor 0.6 0.6 zone 4 40.1 -4304 . . • 0 00000 Zone 5 for units located less than 71•fro D ilding tamers • • zone 5 40.1 1 -53.6""o0 End zone (aj 71 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL IGNED RATING. �.� V 3/19/2015 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL I III I I I III I WINDOW ANCHORAGE MAXIMUM WINDOWS 51ZE: I I I X51 MAXIMUM PRE55URE: ±GO P5P APPROVAL: NOA I I -1 1 14.04 �e I .6 :! O 111 MAX. 3 —3- -3-- 3 cls 134 134 11 11 Il ll 134 134 m U �m00ku C� Uc9oZ� oQ � zz z0 (q) 0000•. WUw0 Q J Qa X �0 Q r UD z N ¢ z 1X1 3/4 N m r � � 3 N❑N-SRINK GROUT FILLER o N ,0 O I III I I I III I WINDOW ANCHORAGE MAXIMUM WINDOWS 51ZE: I I I X51 MAXIMUM PRE55URE: ±GO P5P APPROVAL: NOA I I -1 1 14.04 �e I .6 :! O — N th cls q LL.I cr'7 U �m00ku C� Uc9oZ� oQ � zz z0 (q) 0000•. WUw0 Q J Qa • r UD z N ¢ z 1X1 3/4 Lu UJ tnow WINDOW FRAMING AS PER NOA TYPICAL PERIMETER DETAIL WINDOW FRAMING SECURED TO WALL • • • W • . U z Lu 0000•. Q J Qa • r dao 1X1 3/4 r � � 3 N❑N-SRINK GROUT FILLER o N ,0 O MINIMUM 3000 PSI W z N z 1/4' TAPCONS WITH 1 3/4°= uJ O 0 Be w wNt MINIMUM EMBEDMENT SPACED G Z � :E AS PER PRODUCT APPROVAL 0OO m � i2 WINDOW FRAMING AS PER NOA TYPICAL PERIMETER DETAIL WINDOW FRAMING SECURED TO WALL • • • •• 0000•• • . • 0000•. •• 0000•. • 0000•• • • 0000 .• Q 0000 •• 0000.. 0000` '• '• +.(� SG": 1L D :••;•: • • Q � :E 00 00 ,o : c • • • z �4-N ON tu SCALE: NA DATE: 03/12/15 DRAWING # 15-078 SHEET I of I Walk MIANIF MIAMI DADE COUNTY, FLORIDA mmu PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2e Street, Ropm 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Mw.miamIdade.aov/gena/ PGT Industries, Inc. 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 PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for es. If this product or material fails to perform in the accepted manner anufacturer will incur the expense o ' g and the AHJ may immediately revoke, modify, of suspend r material within 'urisdiction. PERA reserves the right to revoke ce, if it is determined by iamt- Coun oduct Control Section that this prod material fails to meet the requirements of the applicable bw e. This product is approv described herein, and has been designed to comply with the Florida B Code, including the gh a ocrty utricane Zone. DESCRYPTION: Series ` 710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMEN`: D sheets 1 through 11 of 11, dated PGT Industries, Inc., dated 02/0 Miami -Dade County Product -C' Expiration date by the Miami D MISSILE IMPACT RATIN LABELING: Each unit shall model/ series and following sista noted herein. , ' stamp with the Notice Product Control Section. 0000, ,,,,.t....... , 1 10/17/2011, prepared by Miller, P. E., bearing the 5VwE nee number and and Small Missile Impact Resistant. rmanent label with the manufactt re -es name r40, city, state, Saml_-Dade County Product Control ed" unless otherwise RENEWAL of this NOA shall be considered after a renewal application has been filed and thw0lyas been no change in the applicable building code negatively affecting the performance ofthis0produci.'... •' sees:* TERMINATION of this NOA will occur after the expiration date or if there has Mn a'revisidh Qr change •. in the materials, use, and/or manufacture of the product or process. Misuse of thi;.X* as an a ilcHement" of any product, for sales, advertising or any other purposes shall automatically terxV a this wk Failurq • • • • to comply with any section of this NOA shall because for termination and removal -a NUA. : • 0 6.0 0 ADVERTISEMENT: The NOA number preceded by the words MiamiDa= C*nty, .F1olicb, and • : • • • followed by the expiration date may be displayed in advertising literature. If a;y, portion of Me 140A il a " displayed, then it shall be done in its entirety. • • 0 • INSPECTION: A copy of this entire NOA shall be provided to the user by the+gnanuflciurer or its 000.. distributors and shall be available for inspection at the job site at the request of the Mdlding O�f1citt.; 0 • This NOA revises NOA No. 114630.02 and consists of thiZpage 1, evidence a es E-2'and IPI ---3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Ga ,(sAY� NOA No. 11-1114.04 MI 1•t?ADB COut�iTY 2 t9 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 pp m'y Page 1 PGT Indastries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIME ITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wider NOA Is No.'s 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 02/28/2006 with the latest revision "E" dated 10117/2011, prepared by PGT Industries, Inc., dated 07101/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NDA 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, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submided under NOA No. 06-0405.06) ' •" 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-4j• • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading paABC T1 O2-94 ... 3) Water Resistance Test, per FBC, TAS 20 • • •• • • •• 4) Large Missile Impact Test per FBC, TAS 2M-%4 : •. •. ' ' 5) Cyclic Wind Pressure Loading per FBC, IA. �;;93-94 • • • • ' ;; ;; • 6) Forced Entry Test, Type "C" sliding windoo,V ade ?9,•.; ...... per FBC 24113.2. 1, TAS 202-94 and perAff.TtA F 842-4)4 •; Along with marked -up drawings and installation diagram of XCC..himinim • • • horizontal sliding window, prepared by Fenestration Testiag.I.atoratory,�Inc., Tet. • • Report No. FTL-4859, dated 03/08/2006, signed and sealed by. •$imundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) CJa�Gao , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98104 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by AAWAY Lynn Miller P. E. 0 0 666960 000000 4. Statement letter of no financial interest, conformance and compliance V&4 fie FBC-- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, $' E. " 00""" Submitted under previous NOA No.11--0630.42 0 9 .. •" 5. Laboratory compliance letter for Test Report No. FTL-533Q..i;E6sted by genbsft6 n.• Testing Laboratory, Inc., dated 07/18/2007, signed and sealed•bY Carlos �S.;Rionda,� • • P.E. .... .... ...... .' (Submitted under previous NOA No. 07-0815.09) ....:. .. . . ... Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Subs daed under NOA No. 06—M05.06) G. OTHERS I. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "71R--710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. 0000 . . 0000 0000.. 0000.. 00 .. 0000.. 0000.. • 0000.. 0000.. . . • 0000 0 .0 0000. 00.60. . . 90.06 .. 00. ... 60 06 0000:. 00 • 0 • • • • • 0 006060 • • • • • • • ••6.66 • so 0 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 . . ... . . •• .. .. . . . .. .•• •• . . . . . . . . . . • :•0 312w" IONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. see A. 5116" IJACONSISTING OF (2) LITES OF 10 ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXUS UU?VVB ~ft: • ZiEi�• • •oe • I CONSISTING OF (1) LITE OF IV ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A .090 bURONN BWrACITL•OR W Mf ,,F • • MUM PVB INTERLAYER. • • • • • • C. 6/10' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFUMMEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 311W ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE IAAXIMyd PVB=NTbuI i. i • • i • • • • • • ••• • • • • •• • E. 716" LAIN CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3)16° HEAT STRENGTHENED GLASS WITH AN .020 DUPLINT BU4A�O"V4KEEPSA4 MAXIMUM PVB INTERLAYER. • • • F. 7116" LAMI CONSISTING OF (2) LITES OF 311W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLMUKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13118' LAMI IG: (1) LITE OF 118" OR 3116" ANNEALED (MIN.) GLASS, 6118" OR 318" AIR SPACE AND 6116° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H.13116" LAMI IG: (1) LITE OF 1/8" OR 311W ANNEALED (MIN.) GLASS, 6116" OR 318" AIR SPACE AND M8' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13118" LAMI IG: (1) LITE OF 1/8' OR 3118" ANNEALED (MIN.) GLASS, 6118' OR 3/8" AIR SPACE AND 6116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACPTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER J.13/16" LAMI IG: (1) LITE OF 118" OR 3110' ANNEALED (MIN.).GLASS. 3/16" OR 1/4" AIR SPACE AND 7116' LAW CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER K.13/16" LAMI IG: (1) LITE OF IV OR 3118' ANNEALED (MIN.) GLASS, 3116" OR 1/4' AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LATE OF 3116" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L. 13116" LAMI IG: (1) LITE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 3118" OR 114" AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BLITACITE OR SAFLEXIIKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX XO.XCX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 3310x6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4888, FTLAM AND FTL-5330. ELCO TEXTRON NCA: 04-0721.01,03-0225.05 ANSUAF&PA NDS -2006 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY k HURRICANE ZONE (HVHZ). I 0. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. P.O.BQ%78� -�1O" rm.. FL 3 . Vlih l= tomo I NTS I 1 b 11 1 4127:10 NOA DRAWING MAP SHEET GENERAL NOTES»»».._...1 GLAZING DETAILS ....».»... 2 DESIGN PRESSURES... -3 ELEVATIONS..._ ............._ 4 VERT. SECTIONS..........». 6 HORIZ SECTIONS.»...».». 6 PARTS LIST_.» » .» .»..» 6 EXTRUSIONS..........._.» — 7 CORNER DETAIL—-'... 6 ANCHORAGE......»............ 8-11 REVEED a wU4 Uro plains "�'11111111x�. 000 LYNN ic;' I4n.e8T65 'u" Z OF "/'411 ONA4 E.. A. LyAgUlk Py - P" 88706 lir NOM. GLASS BIT- P-6 IT P118° 60,61,62 118° ANNEALED OR HEAT E 000 SOLUTIA OR DUPONT ANNEALED OR HEAT E WIW NOM. 5/16" LAMINATED GLASS 117 NOM. GLASS SITE 66,67,68,69,70, V 11W ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB W TERLAYER 1/B" ANNEALED OR HEAT STRENGTHENED GLASS SMS" LAMINATED fill OR 3/8'AIR SPACE 118° OR 3/18° ANNEALED OR TEMPERED GLASS QD 13!18° NOM. 13/16" LAMI IG GLASS W/ 5/18" LAMI 1 • • • • • J I WOR INTERIOR 112° NOM. • • • • • • 00 0 GLASS BTS • ••• 0 •• • . . . . . . . . . . • • • • • • • • •• • • • • • • 1 • • • • • J I WOR INTERIOR 112° NOM. • • • • • • • • • • • • (ALL SECTIONS) GLASS BTS • ••• • • • • •• • •• • • • • • ••• •• �-- 3110' ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVB INTERLAYER 311S° ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 7/16" LAMINATED GLASS 112° NOM. GLASS SITE v72,73,74,75,76,77 3118° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PV8 INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 3110° OR 11C AIR SPACE 118" or 3/16° ANNEALED OR TEMPERED GLASS Qp 13118° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. NOKoaere. ALUM. HORIZONTAL ROLLER WINDOW i PA. BQX 1828 NOKOM18,'%4 VGIbly Better ruvto FUlI 2 • 11 4127-70 PRODUCPREVOW as complying wfth Oto 19"dk oumfuscaft qc — No NJ bilami188do LD ma LYNN 4f,1 "/iii `����•la�?;OENsg' '`F'p 'moi: '•. -k * � NO, 08705 40- �� ••' . BTA Z` OAF •.. Fl.OiN�P•'��I' �� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLOARE1,'SMAI•LER; 71 WINDOW GLASS WINDOW HEIGHT i • • • �• • WIDTH TYPE 28" •' • 38" 38 3/8" 48" 605/8" 84; • • Sp' • 8� • • D Q FOR INSTALLATION IN THE HVHZABOVE W FT. GLASS TYPES r3 - L SHALL HAVE A TEMPERED I.G. GLASS 84" A,B,G,H +60.0 -60.0 1 +80.0 -50.0 +60.0 -60.0 +80.0 1 -80.0 +60.0 -80.0 +60.0 380.0 +60.0 -60.0 +8. -60.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +58.8 -68.8 +86.2 -56.2 106 318" A,B,G,H +60.0 .60.0 +60.0 -60.0 +60.0-60.0 +60.0 -80.0 +80.0 -60.0 +80.0 -6Q. �b6 "+iV•2i *51t -G _ B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0-80.0 ; -6�.6; 111 A, G,H +60.0 60.0 +80.0 -60.0 +60,0 -80.0 +60.0 -60.0 +60,0 -60.0 +$331 •063 *5019 0 -8009 1 C,1 +8 CAP. BOTH THE DP ANO ANCHOR b,E,F, UP TO III" QUANTITY REMAIN J K L +75.0 -78.0 UNCHANGED. TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" I A B,C, G,H,I +60.0 -60.0 TO 88 7118" D,E F, J'K'L +75.0 -76.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN VIIINDOWSqELANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW -GLASS WINDOW tD E 26" 36" 48" 0 818" 64" 80" ,G,H +75.0 75.0 +75.0 75.0 +76.0 -75.0 +75.0 -78. +7 . - 6.0 7b.0 7b.0 +75.0 75.0 +75.0 -75.0 B,G,H +75.0 75.0 +75.0 75.0 +75.0 75.0 +7. +75.0 -75.0 +74.2 74.2 +70,2 70.2 ' B,G,H +76.0 7b.0 +75.0 78.0 +76.0 75.0 +75.0 -75.0 Y +75.0 -75.0 +69.6 -8 74" ,G,H +76.0 -75.0 +75.0 76.0 +76.0 75.0 +75.0 7 +75.0 -75.0 +75.0 -75.0 +68.1 1 +63.8 -63.8 �tyC6��o urowuli ft tao dhV An No 'I' Nu oc opm ua outm UP TO 74" 1'JDK '�' 0 S TYPES: TEST REPORT OX), FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8° A, .090,118" A) G. 13/16" LAMI IG -1/8" OR 3116"A (MIN.), 5116" OR 318" AIR SPACE, 6/16° LAM[ - (118"A, .090,1/8"A) B. - , . H. 13/18" LAMI IG -1/8° OR 3/18°A (MIN.), 5/16" OR 3/8" AIR SPACE, 6/16° LAMI - (1/8"A, .090,118"HS) 6/18" LAMI - (118" HS, .090,118" HS) L 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8° AIR SPACE, 5/16" LAMI - (1/rHS, .090,1/8"HS) ���`o#�l �YNN,Mj.� D. 7/16" CAtJII -(3/18" A, .090, 3/16" A) J. 13116" LAMI IG4/8" OR 3/16"A (MIN.), 3/16° OR 1/4° SPACE, 7116" LAMI - (3/16"A, .090, 3/16°A) '��� E. 7/16" LAMI -(3118" A. .090, 3/16° HS) K. 13116" LAMI IG -1/8" OR 3/16'A (MIN.), 3116" OR 1/4' SPACE, 7118" LAM[ - (3/16"A, ,090, 3116"HS) ^ k c NO.58706 - F. 7/16" LAM[ - (3/16' HS, .090, 3/16" HS) �F L 13/16" LAMI IG -1/8" OR 3/16'A (MW.), 3116" OR 1/4' SPACE, 7/16' LAMI - (3/16"HS, .090, 3/16"HSRm) �- ^ '�A '•. BTATEIOR J.L 700709 NO CHANGETHfRBHEET tom reCHNOLo6Y OFUVE DESIGN PRESSURES J.R 0/1007 D ADDEDtGCAPTORE +WTNOM NOKMOS.PL3/478awdxv ALUM. ado FJc 40AW, C ADDIMEGR&RNOPMR& UPDATEASTME ISOIt 02OPs pA.egX le2a NOKOld18, RL 34271 HORIZONTAL ROLLER W/AIDOW IMPACT/'/S�� �/�O�''"N,,``A�,yti1t-�\�•a A,L7NIV oauac�c P.E ept Dila WW FJG i/?B/OB J.J. sx>�os Yls/B:Y BOtt67'odtl @ , M.FyRk �+ mule NTS 8 71 4127-i0 E p,� p .. .. . . . .. •. . . . . . . . . . . . 27 3/8" MAX DLO 64 6118° MAX DLO FIXED 27 3DL 27 318" 1 1 VENT MAX. DLO MAX. DLO VEjNf ••• •FD101130 •i i•• D D B g g g /i • • • 1//� X / / — X X ro 110° MAX, WIDTH LF. FRAM Ir" 85 7/16" MAX. WIDTH I.F. 111" MAX. D FLANGE FRAME F-86 7M8" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) NOTE: 33F 33 8/18" MAX DLOD FOCED DLO 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 0 63" MAXSEALANT OR GASKET FLANGE AT HEAD AND SILL A I — � FRAME ALL 15 MAX / ( Sr CONING. DFIXEDLO ALL / DLO ALL 15 / I F. FRAME wRODUCTR8VI8BD LITES / I 62"MAX. complY►nBwNl�Ucol9nd�a O I X I.F. FRAME osNock,Q� I ALL CONFIG. 96 MIBmI gal 1 13 FLANGE FRAME ON 73"MAX WIDTH I.F. FRAME `�� C�`.•'�GENS '.�P �i� 4" DTH FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION *' No. 68705 DETAIL A - OX OR XO ) J G 10H7Hf E N CHAN@ETN188HFST ft w. %b ' '' rEctwoLoov calve ELEVATIONS :�p'•. sr �F .: JR O B/TOHt D FUNQFi eNBET OKoWO.FLa4278 '• FCORiOP•' ���• FJG W C PA.BQX 1878 — ALUM HORIZONTAL ROLLER WINDOW IMPACT ''%cSS/ONA1- �r.``�• Pic 2/T8Q08 JJ �' NOKoause•FLs�vs YfslLlyB ar NTS 4 a 11 '° OL P. 4127-10 P,gy MAX HEIGHT FLANGE FRAME MAX. .. .. . . . .• •. . •• •• L. I I-- MAX. FIXED%O .•• • . • .. . • • • e • • MAX. T DLO MAX. %mmm QgJW9 F") • • • • • 98 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I--- MAX. FIXED DLO ----.4 �-- MAX. VENT DLO ---I I- MAX. WIDTH O.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) V %.1 1 I_ I I I II II I I IIS . ..•LTIVN 10 SECTION C -C 42 SILL HEAD ' No. 68708 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) o ; Q (� s i 1F W` J� 0=111 E NOCHAWETMSNEFT 1070 TECHNol.00YORNE N OKO&M. PL T °`� SECTIONS O'•. STA OR �i �`•�'• FLORIOP✓�G�`� JC C ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 41 AAonDirorWRA))UM nEW4142ANn VOW P� �,� NOKON➢8 FL34274 �_ vwly Bead W ... X A L AR PE FA ?/M6 J.J. 8C13/OB /iElf 6 . i9 4127-90 E m m - r FRAMESILLJOINT 17 1 4054 1 B IFIXEDMERTINGRAIL 6063HD-T6 AL I 64054A I9 1 4086 WSTP .187X.230, FIN SEAL 1 640660 21 1 4105 1 ISASHTOP&BOrrOMRAH. 6063-T5 AL I 612240 22 1 1683 1 IWSTP-250X270BACK. FIN SEAL 1 616830 33 1 1235 1 IWWM,.170 X.270 BACK, FIN SEAL 1 678160 35 1096 1 1SWEEPLATCH DIE-CAST 71096 36 1016 1#9 X.625 PH. FL. SMS 7858 37 4 ISASHSIDERAIL 6063-T5 AL 64126 38 1683 1 IWO?--250 X.270 BACK. FIN SEAL 616830 40 1 1 lUff RAIL COVER CAP GLASS 13/16° LAMI TG -1/8"A 74078"C' LORR 41 4139 LF. FRAME HEAD 6063-T6 AL 64139 42 4140 LF. FRAME SILL 6063-T6 AL 64140 43 4141 I.F. FRAMEJAMB 6063-T6 AL 64141 50 71 GLAZINGSIIdCO -DOW 899, 995 OR UIVALENT IN. 5116° AIRSPACE, 5/16" LAMI 1/8"HS,.090 PVB 1/8"I•IS 51 1224 MNYLGLAZINGBEADBUlB CK IN. 1/4" AIR SPA 7/16" LAMI 116°A .090 3/16"4 6TP247W .52 1225 MKYLGLAZINODEAD BUM CMIMMM 74 6TP248K 53 1 4039 B GRAZING BEAD - 5/16" 6063-T5 AL 64039B 54 4044 H OLAZINOBBAD-5116° W/GRRI,KTT 6063-T5 AL 644703 55 4222 A GLA2INOBEAD-7/16" 6063-T5AL 64222 56 985 C JaAZINO BEAD - 7/16" W/CaML KIT 6063-T5 AL 6985 59 4067 GLA22INGBEAD-13116" 6063-T5 AL 64067 60 GLASS 5/16" LAM1 1/8" A .090 1/8" A ST.ST.- 94 61 " 5116" LAMI 1/8' A,090 PVB 1/8' HS 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 62 " 5/16" LAMI US° HS, .090 PVB,1/8" HS CLOTH 63 " 7116° LAM! 3116' A,090 PVB, 3116" A 64 " 7/16' LAMI 3/16' A, .090 PM 3116" HS tic v 'M AM T A&" M114" LTE AMIMM 4114ui % B THONNOUM DI NH NOKW=, 834276 P.O. BQX 1628 NOKOE6I8, PL34274 • • .•• • • • ••• 00 00 0 • • • • • • • • • • • • • • s • TrEM DWGN REV DFSCRIPTION I MAIL PM 66 GLASS 13/16° LAMI TG -1/8"A 3/8°AIR SPACP, 5/16° LAMI IMA .090 PVB,1/8°A 67 " 13116" LAMI 1&jj8'A 3/8' AIR9AMOE 5116° WDA, .090 PV$1/8" 68 " 13/16" LAMI1 U A SP T06--LAMI IWHS .090PVB 1/8"HS 69 13/16" LAMI143WA .15/16.418 P 5!l A .090 1/8"A 70 ° 13/16" LA U 5/ AIRSIIA 5/14%MMI I/8"A,.090 I/8"I 71 13/16° LAMIK9.3/16'A IN. 5116° AIRSPACE, 5/16" LAMI 1/8"HS,.090 PVB 1/8"I•IS 72 13/16" LAMI 1&1/9'A IN. 1/4" AIR SPA 7/16" LAMI 116°A .090 3/16"4 73 " 13/16" LAMI fallWA 4" /LIR 7/44P NO 116°A .090PVB, 3/16"H 74 " 13/16" IAMIIG•1/P /4'• 7 lA 3/16"HS,.090PVB 3/16° 75 13/1'6"LAM lG•3/l 3/%°RIRM •1116° /16°A,.090 PM 3/16°A 76 13/16" UMIG•3/ / ACES /AV 1"A (3/16-A,.090 PVB, 31160118) 77 ' 13/16° IAMIIG•3/16"A IN. 3/16° AIRSPAC$7/16"LAMI 16 FMM .PVa3/16° 90 1014 SCREEN FRAME OR & VER 3105-H14 AL 91 1630 SCRE NCORNERKEYW/R1NGS POLYPROP. 92 1631 SCREENCORNERKEYW/OUTPJNGS POLYPROP. 93 1073 SCREENSPRING ST.ST.- 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 95 SCREEN CLOTH 2710 2.024 [082 41 I.F. FRAME HEAD #4139,6003 -TS 2784 LT4.062.0� 3.182 43 I.F. FRAME JAMB qi" Ftolid" #4141, 6083 -TO _ ��`�`ON`t LYNN �'• •.fir 710 No. 68705 42 I.F. FRAME SILL r(lOF #4140,6063 -TO `GPARTS UST8T ALUM. HORIZONTAL RORER WINDOW IMPACT NAL��` mato NTS 6 s 11 41227-10 E' a � P" am Py- On .082 1 73 1 73 O FLANGE FRAME HEAD #4102A. 6063-T6 1— - -- -.062 .400 �-1.461 ► SASH STOP #4026,6083-T6 14.062 9�83 I -M •349+1 21 SASH TOP & BOTTOM RAIL #4133,6063-T6 1.088 O GLAZING B .6/16- #4044B, 8083-T5 6/18"#40448;6063-T8 (USED W/ GRILL KIT) 1.122 O FLANGE FRAME SILL #4136,6083 -TO .081 .437 T- .481 O HORIZ. ROLLER TRACK #4131, 6063-T8 24 79 --�1 1.081 1 �- 32 SASH MTG. RAIL #4006D,6083HS-T6 Eofiw I m 1.096-1�---►I T 6b GLAZING BEAD 7/16" #4222A. 6083-T6 NOXCMIS.FL34M P.O. BQX 19'!8 NO. MW, Ft.91R74 . . Or . . . ••• .. .. . . .. .. . . . . . . . . . . . • . . II.• • • • • •• Iju(�y • • • • • • • • • O FRAME SILL ADAPTER 04137,6083•T6 1.18, T OW �1.403- 17 FIXED MEETING RAIL 040648,6083HD-T8 1. 9 082 I 281+1 37 SASH SIDE RAIL #4126, 6063-T5 I 1.118-�r ►�� b8 GLAZING BEAD, 7/18" #9860,8063-T6 (USED W! GRILL KIT) mull . • 040 .738 • • s 44 O SASH STOP COVER #4063, 6003-T6 I 1.383 1 .062 1 g 1 FLANGE FRAME JAMB #4002A,6083 -T8 878 1.086- 1 b3 GLAZING B 6/18" #4039B,608346 Jm orso f 1 1 1.097 69 GLAZING BEAD, 13116" 64087,8083 T6 Haff 1 7 - It 1 4127-90 PRODUGTRIiVISSA ae �mplyMBwIIU Wo Florida AnBdiagCaN ` .%lItllltlr `��� CNV LYNN ��r,O,-- •• WceiusF' * ' No.68706 A. LYf•II9 Pm .. .. . . . .. .. . . . . . . . . . . . • ..-. . - -. -. -. 0;0 .. xox OIJ133 8 . O I GLASS TYPES D,E,F,J,K,L 1 ANCHORTYPE 23, WOOD 2. 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: / 1-114° ELCO TA:C(INS -1/4' 4CSB•4 TETE-Fly( 3•#12 STEEL SCREWS (O6) 8 SUBSTRATE 8 ZONES ZONES ZONES . . . . • . • . •. WINDOW SME HEAD a SILL HEAD &SRL HEAD &SRL HEAD 8, SRL HEAD &SRL HEAD &SRL TYPES:. • • �D • FOg�•Q TALL�4.ON IN THE HVHZ ABOVE 30 •'101 16' LAMI • (lit A 0110,1/8° HS � � • • r t. rj�'FYPES O - L SHALL HAVE A 83.126x38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+9 2 1+C2+1+C2+1 2 C. 6116' LAMI - (116' HS,.080,1/8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP ANDD. 7118• LAMI - (3/18' &.090.3/18° A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2r1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7116°LAMI-(3116"/y.Q90HS)� •• ••• •• 50.628 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7116'LAMI-(3116' 08(j 31 NS •••• •. G.13HS° LAMI IG -118& OR 3/16r%A (#IIN 6A8'ORW SPAG�•6I18° LAW - (118° A,.080,1/6° A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/18° LAMI IG -118' (fit 3�'1 S • (�11 QR'�!8° SPACE x/18" LAMI - (1!8° A .080,118' HS) 80.000 1+C2+1+C2+1 3 1+C2+1+p+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+CZ+1 3 I. 13118' LAMI 10 - l edit 3=16° (MIDI OR W QPAVk 6/18° LAMI - (118' HS„010,1/8' HS) J.13/16° LAMI 10 -1/8 "OR 3 6-A (MIN.), 3/16° OR IW SPACE, 7116° LAMI. (3/18'A„080, 3118' A) 631.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 K.13116' LAMI 10 - VB' OR 3116' A (MIN.), 3116' OR 114' SPACE, 7116° LAMI - (3116' A,=, 3118° HS) 60.000 x 38.375 1+C2+1+C2+9 2 1+C2+1+C2+1 2 1+C2+1+C2+1. 2 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L• 13116' LAMI IG -1/6' OR 3118° A (MIN. 3118' OR 1/4° SPACE, 7/18° LAMI - (3118° HSAW, 3118' HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.826 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C1+1 3 1+03+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD R SILL' 101/2' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 8 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 26 314° MAX. FROM CORNERS. JAMBS: 8' MAX. FROM CORNERS AND 22112° MAX. O.C. 63.01M 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C1+1+C2+1 3 1+C2+1+C2+1 3 1+p+2+p+1 3 TABLE KEY. 74.000 x 38.375 1+C2+2+02+1 2 1+C2+1+(2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+03+2+(2+1 2 1+C2+2+C2+1 2 X- 2 x 48.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+p+4+C3+1 3 �-ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C1+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+C2+1 3pI+C2 +1 3 i+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C1+1 3 1+C3+2+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED 60.41 1+C2+2+C2+1 3+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+03+1 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3+1 3 1+C3+2+p+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FDMD SECTION. 84.000x 38.378 1+C2r2+C2+1 2+1 2 1+C2+2+C2+1 2 1+02+2+C2+112 1+C2+2+(2+1 2 1+C2+3+C2+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL, 48.000 1+C2+2+C2+1 3+1 3 1+03+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 (3' MIN. O.C. ANCHOR SPACING) 60.825 1+C2+2+C2+1 3+1 3 1+03+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+p+3+C3+1 3 64.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(2.2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 25 3/q' max. d --� BOMB 1+C2+2+02+1 3 1+0+2+02+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+(2+2+(2+1 3 1+04+3+04+1 3 -L•-• [--W MIN. 63000 1+C2+2+C2+1 3 1+(2+2+(2+1 3 1+CB+2+p+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 8"R X O X 106.375 x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PRODUCT ft1;V13SO 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+03+1 3 1+C2+3+(2+1 3 1+C3+4+03+1 3 MTG. RAIL. TYP. X00° with 6 80.825 1+C2+3+C2+1 3 1+03+2+(2+1 9 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+03+4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS BoS�t�s 54.000 1+p+3+C3+1 3 1+(2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C4+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1+C3+3+(13+1 3 1+C2+2+(2+1 3 1+C4+3+04+1 3 1+C4+3+04+1 4 1+C3+3+03+1 3 1+C4+4+C4+1 3 ,HinmiDae .W0 1+03+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+04+1 9 1 1+C4+3+C4+1 4 1+C4+3+01+1 3 1+05+4+C5+1325 3/4'MAX 111.0006 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 11/Z"TYP' -3" M►N, t 1 t t 1111 5.000' 1+C2+3+C2+1 3 1+C2+2+(x+1 3 1+01+3+03+1 3 1+p+3+C3+1 3 1+C2+3+C2+1 3 1+p+4+C3+1 3 8° REF. `��� ONV 60.825 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+03+3+C3+1 3 1+03+4+03+1 3 X O X �� �1� .• P: 54.400 1+C3+3+03+1 3 1+02+2+02+1 31+03+ 31+p+3+03+1 31+c3+3+C3+1 3 1+Cq+q+Cq+1 3 *' No. 58705 1+03+3+C3+1 3 1+C2+2+C2+1 +04+3+C4+1 q 1+p+3+Ga+1 3 1+C4+gt04+1 3 MTO. RAIL, TYP. _ tf 83.0D0 1 +3+03+1 3 1+C2+2+C2+ 1+C4+3+C4r1 C4+3+C4+1 4 1+CA+3+C4t1 3 1+CB+4+C5+1 a EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �' a -,drag ' 'ta Z 1 Lin z JJ F PlOCHAN7dETH788HEE1 ;0,� . STA E (4. ,m � , oaNe ANCHORAGE SPACING, XOX 1/49/2-9/4 . F • O�ORIDP.. ' �, ;FAK. Ji B/20Itt d ADD�19OAP 708ETaVER� +90Frmom NOx06N8,FL31278 :9 W1B/07 �Q UPDA7BTA81E4,SELEOTVALt/�4DUE70AIYCHORMADA P...gxlm - ALUM. HORL70NTALROLLER W/NDOW IMPACT '�iS,;fN Fir. X 1/am J.,L 9/29/1 58 NOKOAAB. FL 31274 VLii/ity BCUA7 N%� im"s • 11 /iia? 10 A. LYMdt PE E PE9It8T08 GLASS 7YPE6 C,D,E F,I,J,K, L 2,3, WOOD 1 2, CONC 1 1, & SUBSTRATE WINDOW SIZE HEAD & SOU HEAD''& SOU HEAD & SOU HEAD & SILL HEAD & SOU HEAD & SILL W v 40.000 x 38.378 1+02+1+C2+1 2 1+C2+1+02+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+12 1+C2+1+02+1 2 1+C1+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+M+1+02+1 3 60.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 04.000 1+C2+1+C2+1. 3 1+C1+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+(+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+ 1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 63.000 1+02+1+C2+1 3 1+12+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C3+1+C3+i 3 63.128x38.378 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1+C2+1+C2+I 3 80.628 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.00D 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C3+1+03+1 9 60.000x 38.378 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 21+C2+1+02+1 2 1+02+1+C2+1 2 48.0 1+C2+1+C2+1 (2 3 1++1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 00+C2+1+C2+1 3 1+C2+1+{2+1 3 60.828 1+C2+1+C2+1 3 1+C2+1+M+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 64.0130 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+C.L+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+03+1+CS+1 3 63.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3N 3 66.000x 30.376 1+C2+1+C2+1 2 1+(2+1+02+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+12+1 2 40.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.820 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+C2+1+C1+1 3 1+C3+1K3+1 3 OD.W0 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+CS+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C3+1+C3+1 3 1+CB+1+C3+1 3 1+C2+1+(2+1 3 1+C3+1+CS+1 3 74.000x 36 378 1+(�+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+(2+1+(2+i 2 1+C2+1+C2+1 2 48 000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+(2+1 3 1+( 2+1+C2+1 3 1+(2+1+(+1. S 1+p+1+a+i 3 50.028 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+C1+1+C2+1 3 1+C2+1+C2+1 3 i+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C.1+1 3 1+c3+1+C3+1 3 6:1.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+CS+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+CS+1 3 04.000x 30.376 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+02+1 2 1+12+1+02+1 3 1+C2+1+C1+1 2 1+C2+1+C2+1 2 41LOOD 1+C2+1+C2+1 3 1+C1+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C +l+C3+1 3 60.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+(:2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 84.000 1+f�+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+q+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+C3+1 4 1+03+1+CB+1 3 1+C3+1+C3+1 3 83.000 1+C3+1+03+1 3 1+02+i+C2+1 3 i+C3+1+C3+1 3 1+C+1+C3+1 4 1+CS+1+Ci+1 3 1+C4+1+04+1 4 88.437 x 38.376 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+(2+1+C2+1 3 1+C2+1+C2+1 2 1+C 2+1+C2+1 2 48.JM0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+03+1 3 80:828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+CS+1+Ca+1 3 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+CS+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 80.000 1+C2+1+02+1 3 1+(2+1+02+1 3 1+C3+1+CS+1 3 1+03+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+04+1 4 83.000 1+C8+1+C3+1 3 1+(�+i+(+1 3 1+03+1+C3+1131 1+C3+1+C3+1 4 I 1+C3+1+p+1 3 1+C4+1+C4+1 4 J.J. lW7111 E lN0Ch4WETMSSKEEr MM JJZ 8!20/11 D ADD®/OCAPTOBE7EMPERID +88iTNO1E 1�NOKOM,FL MCHNOLOGYam Maw FX 4118107 C UPDA7ETABCE5,SELECTVAf.X8DUUETOANOHORCAP.ADJ. P.O.BQX11� eia umm NOKOMS. PL 041/4 Wilbly Batter FJL 228/08 J.,C 8178 u • • ••• • • • ••• • • •.. • . • o NOTES: 1. ANCHOR TYPES: 1 -114- ELCO Tf,r%NS• •C 114" C1 8Q S84 CREPE-FYB( 30012 STEEL SCREWS (C 2. GLASS TYPES: • • • • D • A. 6J16" LAMI - (t A„690• f0 A) : • • • FOJa ALiATION IN THE HVHZ ABOVE 30 B. SM8" LAMI - (1� A,.090,118" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 611W LAMI - (1f8" 118,.090,1/8- HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND D. 7118" LAN - (318° A,.080, 3110° A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7110- LAMI - (3M6"/�, 200.?!1W HS)• • • • • F. 7/161 LAMI- (311641S„09ij 3/i6° MIS) • • • • • 0.9311W LAW K3 -1181 OR 8'lSoA rf M�, 6tlQ-tRW SPA(,SMB" LAW - (1/8" A„09D,1/8° A) H. 93/18° LAMI IG -1/8° QR 18 I �QR BPACE•6M8" LAMI - (118" A„090,1/8° HS) I. 13118° LAMI IG -1(�AOR 18°••A ( ISI. , ONS" OR l V48PAOE, W16" LAN - (1/8° HS,.090,1/8" HS) J.13/18° LANG IG -1T6" OR 3/18° A (MIN.), 3118" OR 1/4" SPACE, 7AW LAN > (SAW A.M. 3116"A) K.13/18" LAMI IG -1f8" OR 3118" A (MIN.), 3/16° OR 114- SPACE, 716" LAMI - (3MW A,.090, 311W HS) L 13/18" LAMI IG -118" OR 3/18° A (MIN.), 3118" OR 114° SPACE, 7110° LAN - (3118° HS,.090, 3110° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL' 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 26 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X O X 1+p+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FDCED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3- MIN. O.C. ANCHOR SPACING) 28 314" MAX. 9"REF.t�__ RUVISE. RAIL, , maftcub EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A-pinuoeNo +c (SHOWN IN TABLE KEY ABOVE) so 8314° MAX. 1-11/-- TYP. 3°MIN. ►uunU 9° REF. O % LYNN NY • �*, i � *� NoC687 5• MTG. RAIL, TYP. = EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =-o :}Q' ■ ANCHORAGESPACiNG XOX 9/3-1/3-113.FCORIOp.•' C_ ALUM. HOR/ZONTAL ROLLER WWDOW IMPACT►Ec:��� �m4127-10 aLY r PB rar7t0 NTS 8 d 11 E • • ••• • • • ••• • •• • • • •• • •• • . . . . . . . . . . ... . . . . ... GLASS TYpaju GLASS TYPES C,D,E,F,I,J,K, L I ANCHOR TYPE 2 3, WOOD 1, ANCHOR TYPES: • • •' ' • • • • 2, CO 1, CON- 2,3, WOOD 2, CONC 1, CONC 1 -1/4' ELCA T ' •° RICA 8 Ce • -�� BREWS (CS) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES • • • • • • • m q us uuu��� S TYPES: • • • i • •�p i • • • • A 8118° LAMI _ 1 118° HS) LFORTALLATION INB S TYPES G MHVHZ - (1/8° HS,.D90,118°HS) TG. GLASS CAND37.000 x 38.37 1+132+1 2 1+C2+1 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D. ca 7/1B" LAMI - (3/18°A, 08Q 3/1 A • • , D. QO 1+132+1 3 7+132+1 E 7118° LAMI - (3110° A„ 311 H • • • 1+132+1 3 1+132+1 3 1+C2+1 3 F. 7116' LAW - (3118° HS,.CW, 3/18 rF(S) • • • • • • • o 60.826 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 1+(;2+1 3 1+C2+1 3 G.13110° LAMI IG -1/8° OR 8 ( IN; W161AW PACE, 6/180 LAMI - 018° A„o80,1/8° A) 64.000 1+132+1 3 1+132+1 3 1+132+1 3 1tC2+1 3 1+02+1 3 1+132+1 3 L 18/18' AMII lO -1 O 3178° A (MIN.}, B° OR SPACE6FI8° LAMI . �i HgOaepHBg} 80.000 1+132+1 3 1+102+1 3 1+133+1 3 1+02+1 3 1+132+1 3 1+C3+1 3 J, 13/18° LAMI IG -118.OR 3118° A (MIN.), 3118° OR 1/4.8PACE, 7/18• LAMI - (3M8° A,.W0, 3/18-A) 63.000 1+132+1 3 1+102+1 3 1+133+13 1+C2+1 3 1+C2+1 3 1+C3+1 3 K.13/18° LAMI IG -1/8 tlOR 3/18° A (MIN.), 3118' OR 1/4° SPACE, 7118- LAMI - (3H8° A,090, 3M(° H8) 48.000 x 38.376 1+C2+1 2 1+C2+1 2 1+132+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 L' 13/10° LAMI IG -1/8 OR 3M8- A (MIN.l 3M8.OR 7/4- SPACE, 7/18° LAMI - (3H8° HS„080, 3M6- HS) ae.o00 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 3 3• WINDOW ANCHOR QUANTITIES ARE PERADJACENT TABLE AND BASED ON THE FOLLOWWG 50.626 1+C2+1 3 1+C2+1 3 1+133+1 3 1+132+1 3 1+102+1 3 1+C3+1 g DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 64.000 1+C2+1 3 1+02+1 3 1+133+1 3 1+C2+1 3 1+132+1 3 1+133+1 3 HEAD & BILL: 10 IM MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.00D 1+133+1 3 1+132+1 3 1+q+1 3 1+133+1 3 1+132+1 3 1+133+1 3 JAMBS: V MAX FROM C18 3/4MAX ORNERS AND 22112' MAX. O.C. &3,000 1+C3+1 3 1+132+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+i1 3 TABLE KEY: 63.126 x 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 _21 1+132+1 2 1+132+1 2 1+132+1 2 O X 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 2+p+2 3 -ANCHOR QUANTITY PER JAMB 60.826 1+132+1 3 1+132+1 3 1+133+1 3 1+132+1 3 1+132+1 3 1+133+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+103+1 3 1+132+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER OF (3) ANCHORs 60.000 1+133+1 4 1+102+1 3 1+C3+13 1+133+1 4 1+132+1 3 1+133+1 3 CENTERED ON THE. MEETING RAIL PLUS (2) ANCHORS AT OPERABLE 63.000 1+7657+11-4 1+133+1 3 1+134+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FD(ED SECTION. (7) 60.000x 38.376 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+02+1 2 2+02+2 2 ANCHORS TOTALAT HEAD AND SILL 48.000 1+C2+1 3 1+132+1 -3-F2-+C3+2 3 1+132+1 3 1+132+1 3 2+C3+2 3 (3- MIN. O.C. ANCHOR SPACING) 60.626 1+C3+1 3 1+132+1 3 2+133+2 3 1+C3+9 -3-1-1+C2+1 3 2+C3+2 3 64.000 1+C3+1 4 1+C2+1 3 2+03+2 3 1+C3+1 4 1+132+1 3 2+C3+2 318 314° MAX 80.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 �F`-3°� 83.000 1+133+1 4 1+Ca+1 3 2+04+2 4 I+ +1 4 1+C3+1 3 2+134+2 4 k X O 66.000 x 38.376 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+102+2 3 1+C2+1 2 2+C2+2 3 48.000 2+CZ+2 4 1+132+1 3 2+C 3+2 3 2+132+2 4 1+132+1 3 2+133+2 3 MTG. RAIL PRODUCrREV01W PIYb�wlth ttra Flodde 50.625 2+C3+2 4 1+132+1 3 N2+CA4+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 _EXAMPLE CLUSTER W/ QTY OF (3) ANCHORS na0 yi nw ' 14-04 64.000 2+03+2 4 1+132+1 3 4 2+C 3+2 4 1+132+1 3 2+133+2 4 (SHOWN IN TABLE KEY ABOVE) 80.000 2+q+2 4 1+133+1 3 4 2+C�+2 4 1+C3+1 3 2+C4+2 4 l -o. •000 1+133+1 4 1+133+1 3 4 2+C3+2 4 1+133+1 3 2+04+2 4 8 314° MAX. p°a0 4.000 .375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+132+2 3 2+C2+2 2 2+C2+2 3-11/2°TYP. I I �3°MIN. I t I 1 t 2+133+2 4 2+132+2 3W2+C3+2 2+(�+2 4 2+132+2 3 2+03+2 4 8° REF.`��� LYNN �i 60.826 2+133+2 4 2+132+2 3 2+C3+2 4 2+C2+2 3 2+133+2 4 X O �� �0. • • •• • M/� 2+133+2 4 2+133+2 3 2+p+2 4 2+(3+2 3 2+134+2 42+C3+2 q 1+C +1 3C3+2 b 2+133+2 3 2+C4+2 4 MTG.RAIL No.68708 .000 133+2 4 1+C3+1 3 C4+2 51'27 -TC -3+2 4 2+134+2 5 EXAMPLE CLUSTER W/ QTY OF (4) ANCHORS LJ --0/JOCHANliET�� K STAtEQ: mew arra/» a ADDED uaCAP roaEr +9oFTN07s IMTECHNOLGOYMIAM�7� ANCHORAQESPACINO,OXANDXOWWDOWS %�'�`�.S•.ORIDP.• G���` FJc j efty c 6HQr.,rroe,aset�oruausswleronNcxORCAP.AD ro.sgx,�es �( ALUM.Ndnl_7OMALROLLER IWNDOW IMPACT �IO�I��NAL W4a NOK�b1l6.PL317M VLn'b(yBeKro' ' °'� �" A.LYf�I �� ,P.L' F.K. Al �3/29/aB r�9a NTS 10 • 17 4727-70 F P-" amea NOTE 1 DETAIL A 13/4° AI3.4 KSI NORM NOTE 1 lxWOOD*SHIM BUCK j NOTE3/�X�A_ ANCHOR, e NOTE 2 NOTE 1 DETAIL A 1/4' 2x WOOD BUCK. NOTE 3 13/e' e F MIN. 1/j MAX. SHIM . • •.• • • • ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, }� ONLY M&M-D#"COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 1318° MIN. OR 1/4'%8ftRETF ftV I�JIB DED 19th' MIA. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 111 Jr. EIRTF-EAS AtiCHOlIS Ml/8T�BI! #112`?MVFIT WEAD. 2. FOR WOOD APPLICATIONS IN MVj&D/AE COUNTi,41§E fig STEEL 4&"W6) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OP fjON I Ig UNI'j CAN" INSWAL&ED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARF61 1 ' CU. OR GREAT FIS 01�3jALL� WN TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERSOR PR EI��I►gU31ipRITYTiyMNG JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: Thi@ ?AA'I PAL SFYILL BE AIJSNIhIIUItA STRENGTH OF 8083-76 AND A MINIMUM 1/e" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A Bra TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM I F— 1 1/4° MN. \ ISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I (1.8 KSI CMU) r• : • OR .�: • PER NOTE 1 '' ' (3.4 KSI CONCRETE) 3NCRETE ANCHOR, NOTE 1 �a 13/4° MIN, ED (H & SI TYP. 9 CK, NOTE 3 \ DETAIL F (J DETAIL: ANCHOR, WOOD NOTE 1 ANCHOR, NOTE 2 1/4° 1/4° �MAX MAX, SHI SHIM + SEE • • NAILING • : `. „ e; .ti ,•NOL ' 1 13/8 MN. • -013/4-MN. is 1 E.D. TYP. S�_ suc DETAIL D DRM P.O. BQX 1828 .400 B. a34271 INTERIOR .3 A, B, C. D. &H) SEE NAILINI DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112° NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G. H & I. DETAIL G (SILL) TYPICAL INTEGRAL FIN FRA(1 0T ANCHORAGE DETAILS — ALUM. HORL0NTAL BOLI �, a�„aka,a tutu rover Milo Half 99 r 91 SEE NAILING DETAIL I (JAMB) 4127-90 as aemp►yhMvd&Bm PMddD BFal n � aoo ` a ., G Illltt/ L.NN �j,-7 i�,'i ` �J� : ' �CF�•1SE • :'7 �: _ No. 58705' i�� •' STA EIl , a` A LYFAI A911.�4 PE P.Ed9687D8 MAX. 8HIM 13/8' MN. OWOOD ANCHOR, NOTE 2 2x WOOD BUCK NOTE 3 lx DETAIL E 1/4' 2x WOOD BUCK. NOTE 3 13/e' e F MIN. 1/j MAX. SHIM . • •.• • • • ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, }� ONLY M&M-D#"COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 1318° MIN. OR 1/4'%8ftRETF ftV I�JIB DED 19th' MIA. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 111 Jr. EIRTF-EAS AtiCHOlIS Ml/8T�BI! #112`?MVFIT WEAD. 2. FOR WOOD APPLICATIONS IN MVj&D/AE COUNTi,41§E fig STEEL 4&"W6) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OP fjON I Ig UNI'j CAN" INSWAL&ED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARF61 1 ' CU. OR GREAT FIS 01�3jALL� WN TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERSOR PR EI��I►gU31ipRITYTiyMNG JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: Thi@ ?AA'I PAL SFYILL BE AIJSNIhIIUItA STRENGTH OF 8083-76 AND A MINIMUM 1/e" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A Bra TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAYBE USED. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM I F— 1 1/4° MN. \ ISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I (1.8 KSI CMU) r• : • OR .�: • PER NOTE 1 '' ' (3.4 KSI CONCRETE) 3NCRETE ANCHOR, NOTE 1 �a 13/4° MIN, ED (H & SI TYP. 9 CK, NOTE 3 \ DETAIL F (J DETAIL: ANCHOR, WOOD NOTE 1 ANCHOR, NOTE 2 1/4° 1/4° �MAX MAX, SHI SHIM + SEE • • NAILING • : `. „ e; .ti ,•NOL ' 1 13/8 MN. • -013/4-MN. is 1 E.D. TYP. S�_ suc DETAIL D DRM P.O. BQX 1828 .400 B. a34271 INTERIOR .3 A, B, C. D. &H) SEE NAILINI DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112° NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G. H & I. DETAIL G (SILL) TYPICAL INTEGRAL FIN FRA(1 0T ANCHORAGE DETAILS — ALUM. HORL0NTAL BOLI �, a�„aka,a tutu rover Milo Half 99 r 91 SEE NAILING DETAIL I (JAMB) 4127-90 as aemp►yhMvd&Bm PMddD BFal n � aoo ` a ., G Illltt/ L.NN �j,-7 i�,'i ` �J� : ' �CF�•1SE • :'7 �: _ No. 58705' i�� •' STA EIl , a` A LYFAI A911.�4 PE P.Ed9687D8 MiAMI•DADE i4WflDADE COUWY, FLORIDA 0 PRODUCT CONTROL SECTION DEPARTIIIENT OF REGULATORY AND ECONOMIC RESOURCES (ICER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamldadexov/econ9my PGT Industries, Inc. 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 (AHI). 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 u s uct or material fails to perform in the accepted manner, the a nse ch testing d the AHJ may, immediately revoke, modify, or a use of such uct or mate their j 'diction. RER reserves the right to re is acceptance, if it is etermined by Miami—Dade Product Control Section that this uc or material fails to meet requirements of the applicable build' code. This product is app ed as ascribed herein, and has been designed to comply with the Flori B 'ding Code, including th High Ve ocity Hurricane Zone. DESCRIPTION: Se I T" Clipped Extruded Aluminum Tube Mullion — L. APPROVAL DOCUMENT sheets 01 through 25 of 25, prepa signed, sealed and by Anthony Revision Section stamp wiVoli�, County Product Control S MISSILE IMPACT TING] LABELING: Each unit sha 1111 series, and following statement: of Acceptance number and TAITm-inum Tube Mullions", latest revision dated 01/29/15, is unty Product Control :ion at v the Miami—Dade Large and Small Missile Impact Resistant a permanent label with the manufacturer's AifivCor logo, city, state, mu ed", unless otl1egvase noted herein.• • • • • ...... RENEWAL of this NOA shall be consider �ewaapplication has bectl'fI andiifew las been •. no change in the applicable building code negatively affecting the performance of #his *roduct. • • • • TERMINATION of this NOA will occur after the expiration date or if there has.h= a revision or chan$d in the materials, use, and/ or manufacture of the product or process. Misuse of tl'usW0•A as A eWrsemmi � • • • of any product, for sales, advertising or any other purposes shall automatically ate this.NQA*, Failure • • • to comply with any section of this NOA shall be cause for termination and remoVh! ofNOA. 0.00 •' •." ADVERTISEMENT: The NOA number preceded by the words Miami 4a*J; 04ounty, Ffolida, aqd .„• followed by the expiration date may be displayed in advertising literature. If any portion bf ilid'NOA is 0 000 displayed, then it shall be done in its entirety. • • • • • • .. . . INSPECTION: A copy of this entire NOA shall be provided to the user by the mama kitty& or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page- l . 2, as. well as approval document iiientioned above. The submitted documentation was reviewed by Jaime D. Gasca NOA No 14-••1103:01 ►Hrar�au t7rs i s.l. Expiration Date: May 26, 2016 Approval Date: February 1 , 7015 ipaw PGT Indushies, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E. B. TEST_ S 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 --W drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTI. 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819,05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5�k Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P. E. D. QUALITY ASSURANCE 0000 1. Miami—Dade Department of Regulatory and Economic Resourcls PtERg 0 • • • • • • • • • E. MATERIAL CERTIFICATIONS ` `• • • • •..... 1. None, . . • . F. STATE, ME NTS ••••••. ••••• . 1. Statement letter of no financial interest, conformance to and'Lo lying *Ith'the F11C.. 5t� Edition (2014), dated 11/03/14, signed and sealed by, - ay',yntipiAgr, P. E+..;;. 2. Statement letter of no financial interest, conformance to and. compiiMAO With the • FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller,.P. fit: 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon, P. E., Product Control Section Supervisor. • tr Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26, 2016 Approval Date: February 12, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBlY =D F. STATE MENTS (CONTEUED) 4. Laboratory addendum letter for Test Report No. FTI -6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FT"443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NDA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submiffed under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. 13•-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 11/31/13 and expiring on 05/26/16. 9999 9999.. 66 0 . • • 000.00 .• 69 9999.. 000000 • :0060: . • 999.. 9006 .. 9 0 • • • .i 99.9.6 • 9 09999 00 00 •• 0• •000••0 •00.0• • • • • • • •6099• •0000• 0 9 9 • • • • • 90090'• •• • • 906 • 0 •0 t . Janne D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26, 2016 Approval Date: February 12, 2015 E-2 ' SUITABLE FORALL LOCATIONS REQUIRING NONIMPACT OR LARGE AND SMALL MISSILE WACT-RESISTANIT PRODUCTS 1• MUL MULLIONS WmIM PmiVBA7101LMILL AueJp BIRSI82J MMIALS AATHRUQ BxBeIs2$vi MILL UM KH LEI II - I = Loom -T LH�4tifH r I f'°"' o A L L SINGLE Mum 1) DETABSSHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE PIAMMON TOANYANCHORS REQUIRED FORTH@ FENESTRATION PRODUCT INSTALLATION. TYPrALAPPLICATHMS ARESHDWN. BACHSRWITION B 1N80UEANDSHOIADBE EVALUATED RYAN WFERIENCED INSTALLER FORTHE MGT INSTALLATION MSTHOD. CPTMM lX OR2X VVMDBUM IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHER& 2)THE TYPE AND FOMMCEOrTHEWALr.D UNITS MULLIONS HAVESEEN TESTEDASTEFAN NOT NEED TO SEDIRECTLFYED ATTACF®TO THE MULLION CLQ$ BUT SHALL NOT HAVEA OAP OF NORETHAN IM FROM THE CLQ+• 3)7HBANCHORAGEt BHOKT4 HAVE BEEN DESIOI•= TO RISISTTHEMMLOA08CMU BPONOM707HEREQUIRED OB•ON PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MOM THAN U184THE LOSiRE99 BLCREME WASNOT USED IN THIS ANCHDREVALUATION. THE 79 LOAD DURATION FACTOR WAS USEDFORTHE EVALUATION OF WOW SCREW SEALWS OF ENDRBASSEMBLYIS THS RMPON9IBBITY oFOTHEIL4AND S BEWNDTHESCOPE OFTHESE 8)I16E THE WMBQaoWIDTH OR HEIGHT OF ONLYTWOADJAOENT PENES7RAWN PRODUCTSTO DET PRIG AND 1 aT1487Q ANCHORAGE FOR 7HSCOMMON MUWON. SEE EXAMRFS OI4TMS8HEETANDSfB?8T24 FOR MUTQTLE UNGS,CON•DBR / toGGie2a ONLY TWO ADJACENT UMTBATATD!•WHHJ ISQ•Ia TNB DESIGN PRE88UREANDANCF10MaETABLES.THS LOWEI3'f 0ES0.9N PfWSSUREOF MULTIPLE MILLIONS OR FENESTRATION PRODUCTSSHALLAPPLY. umaw e) WHEN FINOINE YOULSIZE IN THE MULLION TABLFS,ALWAYS ROUND UP To THS NEXTGRE SHOWN ONTHETABLE(8). FOR H6mmxx 7) ANCHOR EMBEDMENT TO BABE MATERIAL 94ALL BE BEYOND WALL DRESSING ORSTUCCO. WDOD SUCKS BY OTHERS, MUST LF)'DBT 4 11 U. BEANCHORED PROPERI.YTOTRANSFMLOADSTOTIEBTRUOTUREANCHORSSNALLSECO&MORCORROSION RERWANT DES ASAPPROPRIATE FORSUBSTRATE MATERIAL DISSIMILAR MATERIALSSHALL BEPROTECIEDAS REQUIRED TOPREVENT REACTIma pg�g y �REPEI�IC@TESTREPORTS:FR-B142fi ELOO LLTRACONWOGM-GATORNOA&.ANMOMANOSFORWOW OOT9TROCTIDN: FRowimmw ADM-ALlEJ81186 US MANUAL M WANYTIM 8) MULLIONS AND CUPS HAVE BEEN DESSIGNE•D S TESTED TO COMPLY WITH THE RaDIMMONTSOF THE FLORIDA BUILDING MILLIONSMAKWACNIMD ONLY70 BE USED WITH PGT•APPROVEDFENE87RATOMPF=LCTBNAVMCUMUNTAPPROVALS. TD) MULLDNSARE IN WMPUANCE FOR USS INTIM MM 11)QU4NTOY0F UMTS WITHIN A MULTIPLE MULLED ASSEMBLY 18 UNLISTEDPROVmED THATTHESPANANDOPHBNG WIDTHBIEOHTOF EACH INDIVIDUAL MUU.DN COMPLIED WITH THE REQUIREMENTS OF THIS NCA INSTRUOTWNff T) DETERMINE THE OEM PRESSURE REOUIREBN7�FIJ' FOR THE OPENING USING THE ABDE7 UTANDARD. 2) CHOOSE MILLION TYPE THAT WILL FR THE DEPTH OF THE FENEURAMN PRCaUCm FRAME DEEM 3) REFER To SFm2B TO DETERMINE IP 111E WIND LOADING isnommoLAROR-mmGAAWTRAPEZOIIw. yApy R.—.N 4) FINDERS CHOSEN MUUJONB MSLI.ION CAPAdTY R.BGIFT9 FROM TABLED-THFOX-0H ISIS ON SHEETS aTHROUGH2 THE MULLtaN TWE. LIBNOTHAND opemtOMNIDTH OR HEXNFif (OEP6VDIN0 IF THE MULLION IS SPANNING of iDORLI.YQ 0 If III / III If jNBSEWW�P�DEIAW MULTIPLE MULLIONS t" R MFOMIABOM WEROM THE8AME7ABIP USED IN8TFP4)ABOVE. PMVD7HEVAU78INTF¢NOLTCOU2MN gNE210R0APACITYREDIAREDIl881 THIBVilVE • REPRE88NT8 iHEWINDLOAD TRANSFER�OTOTHE BUBSTRATEBrTHEANCIDRSAND DIJST88MBTTOAr�QYIIEfLW.TdwmNC4Fr0•Y • • �FROMTHEANCkM�tCAPACRYE019f TABLE ON THE SAME SHEET AND USING YOUR AC7VAL8U831RATE0D9ID�ONiNWI•TER.E • ANCHORSUBSIRATEIANCHOR-0LPPAT7ETW MAYAPPLY) 88LECTAN ANOTOR0.IP PATTEIU4ANDYEIBFYflKTYHBRHI�DANCXOR CAPACITY IS MET. • • • • • • • 7)ff T1EkI MCAPApTYO.&'VFTMCWANMWTHBTABLEISNGHMTM nM DESIGN FIRM &Ff' FDR* • OPESN%yDUMAYISETM,AN,ROROWPAORYAOJUBTLMNTFORMNA• TOOBTAINTHELOWERANgWRO9PRD171'RCiBIeiEO.WLHTH6 •- VALUE ALOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8)VERIFY THE DESXiN PRESSURE RATING(LBS0FT9 FOR THE FENESTRATION PROD�fTO BE USEDANDCOMPAWWMf FINAL MUkl= • CAPACf1YRS,M OBTAINED FOR THE MULLION SYSTEM. THE LOWEAoFTHE TWO SHALAPPLYFORTFE&WIBWINEDFENESTRATIW• • PRODULTASSEIBLY. a) HIGHLIGHT OPTION USED AND TABLEVALUES USED IN ASFECIFICAFPUCATION MIEN USING THIBNOAT9A�iT'i4➢ii' T • • • 0 -DETAIL B: . , ATTACHED TO ix TVP.AKGHM DETAIL A* �/WALM WOOD BUCK AND MASONRY ATIAMD" �►mum �wOR WOOD FRAMM (OFFSETCLIPSHOWN) (STANDARD CUP SHOWN) ayanam I_Em �,,mm L� �E==TAW8 mus , tp OWTAUM �.- ��%��AMMSIDEVIEWALLMULUCKS a �� TFCS .- V m Tv ANt1roBB TH80PPSETWIDI8 Becoeo®m®raR EXfEFUOR °'B eurwr asoeausm� OSiERR7A6BTRW. a � TP.ARCSOtI-, trr.ANCffnu BiBS18S A AS 1TP vjasnR PHSSIRSIRICB. BBSTIE$l&SID SEBTA®FB R -18S ®� SBS TAMM tB�/88tB /M MOTAKE AM mmmmm S.•••' ATfACSSw •,. SiUCIOifOP .. ...• ,• owNW61. AND sHmTt eyolnm Bf@STL MN1iMBCMXRM13 CIA - t FRONTVIEW ... ' SIDEVIEW • • • •o®MswatuFtwu • FRONT VIEW • • • • • • • • • • •• • DWAt1ATIM NOT A 1) ANCHOR EMBEDMENT TO BABE MATEWAL SHALL BE BEYOND WALLOREBSWG OR STUCCO. • • • • • • • • • • tt4 • • • • • • • �J� Y L 21OQYUOSFEAAOCHAONRDGMIPUALLCBFNiYI RBiOBEASSHEDOWPANRARBOYVOENATRFEB?FAONRQPWICRFOTROUAILNIXSETAT�N O�TANCE.THE •• ••• •1i �' �� LOCATION OFANCHORS MLISTSEFOLLOWEO. REFERIOTHETABLESONTHE • • • • •• • ;�.tt • CORREOf QUANTRYAND W EiTHESTANDARDOR WERIORCUPMAYBEUBEO. • • • = No. W05;1F — FOLLOWDIOSHEEfMFORDETAB.SA-0. • • • • • • • • • • - 3) MOM HEAD TYPE MAYBE OWMAD. W(HE iDOR FLATHEAD. vS 1 t� • •: • • • ��Q EE TAILAMi 3 4)WDWBIX=AREQ-nCNAL.SDET • • • � j`t4: e) FOR MASNRYAPPACATONS Bi VJM4=E CCIUNW, USEONLYMW&DADECMKrYAPPROVED •• •• ad sS/O M> ol.�• ,•Bff ..AOOE0tWS.&AOSREOIORMASONRYANCKOFS. • • • FL m • • • • • �numrm•imo1w iaslmm of unnW WNj 4NONDL� DIEM ��riirrrr g omt 8 L D1SM0 P • ����" it •e r//// W N • �l •j'•t�2% 8 SNO nalsw NOLLtlTNlsw s f�� • W o lIv ISI a tl y a 'rye . �y`•d .....PRO �. m ism O Z i / I iC ¢g • • • • • �g of �12 e J 4 Q ON � a oI z� LL • • • D w DETALL F. FIELD•MODFW MULLION CLIP (F -CLIP) DETALL G: ANGLE MULLION CLIP (ANGLE CLIP) DETALL N: BAY MULLION INSTALLATION (ANGLE CLIP) > gA. • • • • L2)DU ICk METABMiR-toe FORANOMOUVaWE atp,,fs M-MFMU- • ` 3) DUAL It BEE TABLES 168 OR 18B FORANOM OUANhMA 1'22 FOR I� • t LOCATtONB. ••4••• • ,tiIi19R/Pi� • • A.L lJlA MILLER,I&E. L1 IB88B88BB88 m m mmmo©vo©000moom©ommo©mm©©moo©omo®moo© ovoovomovvo©©©movomo©or�m000m000000©m mommovo©om00000®000m©m000©omomomommmo mmo®ovomom000©o©o©om000v0000m�������� -mm®mommoovmo©omoomoo©ommo������������ mm¢�omommoom000moo���������������■����� momoommommumm����������������������■■� moo©m0000�����������■������■����������� mmm©o����������������������■��mmmmmmmm ABLE 1B LBW 2: Aawmr T.M. 1tSYW� SEE SHEET I FOR INSTRUCTIONS ON USING THE TASLESAND&OWT25FOR IFORMATTON ON LOADING • • • • 1A6Wta ananmas swam S� EE SHEETS 2.4 FORGENEM INSTALLATION METHODS. atw trw F7,Po6P 2)LINEARWTMW=TIONBETWEEJMULLLEiGTHSM)IORCPENWGWMMSNIAWAML Av6AWCOP Pttlbtm • tO6cm 611SBm1 %-ft. ��� mew la AQOIfYtet IRsoe ApOaBLor eoosle9 amn03a) r+N¢ 6•o1I14Pn187 r ala r alcr 3fID' r ala r ata r 3 -Ur S aa• I oar os4 EmCgPoml 1$4' 154' f54' 154' S 1.1a MR' 41/4 41A' 4/A' 4Y/' S 14a 1-w Ordp aaoomw•lib'IdhQaf a If0.1k a80m b 60b 881b tBNb @0 b • 7G0 •Rb b Ulm dameW /ADe60m•L16'W20.al1Pmfa4(Pra6tgOp 44.ak GN1b BWb l0A IPA m NA 680m WA WSB70S m Bim MIN 11816 / •3'G9a O.a/W18M0.�BL1pel4Gl.w 7Nb 7•b 6BOb 168Dm i898b tNOb bWm 7•b 7•b •Ob te88b 6•b t46b tmb a AmAms•M6'tlm.aafllalAbb. A1®.PbQ NN fW BW pW IIV BPA Fd1 10.G tla NA IN-- I<a BN 7qb taPemrr • ttmb tab arb p6b tab twm 1mb mb 90b mrb 99im 40b m arm a•6 aAmele••L19 ,XW • ZWm s26 WA !W tell NA aeb tID �. 100. W1 10A M1b 4•b 6806 )TE: PORTHEOFFSETCLIP. USE THE SAMEANCHORPATTERNANDANCHOR VALUEBASTHESTANIMMCIIP. ANCHOR CAPACRY A W U8T MW POMRQ A. NCHORCAP.,,,.m, (OPd)X �AMtluloN vANCtORCAP.m USE THIS FORMIAATO OBTAIN TFW "ANCHOR CAPACITY REINWED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY FROM THE TABLE) OF THE SE.BCTED MF LICKITWElYIEIAAMW091MANCHOR CAPACITY W HICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OFRONS FROM THE ANCHORCAPACRYTABLE E7: LBW 2: TABLENOTES: 1tSYW� SEE SHEET I FOR INSTRUCTIONS ON USING THE TASLESAND&OWT25FOR IFORMATTON ON LOADING • • • • Q � �� S� EE SHEETS 2.4 FORGENEM INSTALLATION METHODS. -.1 1A051--• E3: 2)LINEARWTMW=TIONBETWEEJMULLLEiGTHSM)IORCPENWGWMMSNIAWAML • •� • •••• . U440 Com• 3) MULLION AND MU11lON CLIPS SHOWN ARENOTTO SCALE. FOREXACTDINS, SEESIfrEE'IS 21-Zt. • HOLES TOM MUM IN THE FIELD FOLLOWING DIMENSIONAL RIOTWCITONSBHOYY6ION SIWES21-YL 2000' IS • • 1 }UII tI/ flGURE98HOW BIIGGE$TED. APPROXGIATEHOLELOCA710N8. • • • • • • ANGLE CLP M UST BE GEED IN PA WS 4)SUBSTRATE&CONCRE7EgHALL CONFOI06TOAC13p18PECIFICATIHOU.OWAPID (Xi0U1-RU.EO • • .125 • ,`` '(�` ..��F 1,`OrILRE'(EBLOCiKiWIT(CMIF)BHALLCONFORM TO ASTIM G00. WOON8HALLBE PIiE981AGE•TREATED "` *;' FRGURE4: FIGURE& FIGURES:YIRLTNe0U007iN PINE WITFIAN 800E Oa8 AUav16VUM SHALLBEB08?•TSAND SEA MWBLUM OF -12V STEELTO 13EAT • ••• •• • WSB70S • THICK STEEL SNDB TO BEAMIINIMIM GRACE 33AND.048'THICK08GAUGE). STRUCTURAL. LEAST.125'T'HICXAND AX ALLANC}OR8 INTO METALSHALL EaMAT LEAST3 SCRIEWTHREADS BEYOND S.S. �'X?*X.1zI'�IIWWI •••• • • • •• r THE MATERIAL 010 Sf12ANCHORS INTO WOOD MAY BE STEEL, 18bMOR410 •••••• • A.LYNII 9 • w 9RR BBR� � • a ANN' • RB BRRS • 1.118 12 P orffoil I y � gIf w vsr INHIM NJ oilno ISOojigUP g£ �� .... • ..' 0 • • � oma • �'''' � • ALUMINUM TURE mumm Rff g:iii 1 2X;WA; SPECS • : �� .... fi • • J R A 8300JR 8B MULLS TOSHEETSET Fl.oencovnvmsames �BBBB 8900�9�999�9�� 000fl��0000 D en000�°mao�o �o 00 00000 i00000�mooso iionn000000��m� i�i0000aonnoo iio�n0000noo��� nooaaao�000� noe0eeeeeed� uonnooan000�m . ii0000��oa� n�aeme�e�� n oor�o�on� ii00000�ooe nonon000000� nooaa�aoe��m n000000a000� n� 00000eao�,. ��a�o�oaoono� . nmt�a0000ao��. urm0000000e� n000eeeaoeo��� ��on00000�ao �aoae000aao�� �o�a000000a 9 • w 9RR BBR� � • a ANN' • RB BRRS • 1.118 12 P orffoil I y � gIf w vsr INHIM NJ oilno ISOojigUP g£ �� .... • ..' 0 • • � oma • �'''' � • ALUMINUM TURE mumm Rff g:iii 1 2X;WA; SPECS • : �� .... fi • • J R A 8300JR 8B MULLS TOSHEETSET Fl.oencovnvmsames TARI F _4A TAGI m 0.e Mullion Capaolty Table Anch*rO=oltv OpenlagWldtb(for1aB18eal1psparmiq and olm)orOpeningHetght(lottWad apy mi mWorm) 606 806 706 soN 906 1006 12010 110 18081 1 x 278 z Reaten06ar 7taMtlanO• Reo1a1.10er TreWRienB• RttolNvft Tiey &,x Reelan•im 'ReA'0(eng• Reotmttwt0r TnPr01mt9• 14aotat1p11m TmD/ft" g Tn>p/Manp. loednp 1.aadng L-Av L-tttp Lm070g Loa809 I Lw" Loading Loadls L"&V IAS faaan9 LoaAa9 'OreM8en9• I.-ang .378 Altfm. Tabe 3.68 Cote. Mullion HoOwaCMU if I I I1 11 426 170-0 810 170.0 428 170A 744 17U 478 170.0 988 17x0 We 17U 982 170.0 NO 170.0 1118 17U 821 170.0 1240 170.0 821 f46.71 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 1700 821 _Ab170.0 720 170.0 024 170.0 800 170.0 6% 170.0 992 170.0 830 170.0 123 170.0 881 101.8 1139 17x0 977 1388 1139 170.0 800 1139 1128 170.0 880 97.6 109 88A 1139 17U 860 00M In 70.0 747 170.0 083 170.0 098 MA 63t 187.8 1032 170.0 694 148.0 1032 170-0 722 1208 t032,170A 747 t17A 1032' '170.0 -788- '979- -4032. 170.0 -788 � s" 170.0 788 4 1032 ma 788 Embeftml 17x9 707 1700 eft 181.3 007 170.0 681 1282 807 184.7 730 1209 9D7 102.8 720 1mA 607 118.0 714 98.9 007 141.1 Ito �.e 907 N0.0 709 89.1 807 608 807 140.0 709 60th 141.1 738 181.5 628 1178 735 13" 811 100.8 738 1140 098 8&2 738 1092 090 78.4 738 999 60 70.8 756 98.1 878 88.8 738 019 674 BOA 738 919 874 44.1 728 91.8 874 636 121.9 668 1300 870 101.0 868 111.5 687 87.0 868 989 847 70.2 688 00.1 838 677 688 03.9 831 Bae 668 7&6 826 US 668 709 821 438 868 768 621 3&1 868 76.8 Bal 886 10&0 807 112.1 813 807 8&1 811 75.7 807 86.0 601 882 807 77.1 492 888 807 719 488 839 807 679 481 143 807 639 478 319 807 8&7 474 33.1 807 827 171 716 818 810 86.8 443 85.0 24 6&3 10 84.3 428 81.0 810 879 410 4&4 610 62.3 413 40.01 Oto 50.0 408 349 510 48.9 402 203 810 44.4 399 2L8 610 4L3 398 786 8&4 468 726 400 57.6 92 499 488 81.1 386 43.4 468 48.8 3711 30.8 468 44.8 373 34.7 468 41.8 Me 289 458 37.7 382 24.8 468 389 359 21.7 486 3&7 360 786 642 438 87.0 381 82.6 73 46.8 436 4&8 388 40.1 438 44.7 380 35.7 435 409 366 321 436 38.1 351 28.0 438 349 344 Me 435 328 341 20.1 438 323 340 906 %61.7302 418 327 43.1 280 34.8 86 2&9 327 319 200 26.1 377 28,9 278 232 327 25.7986 4 (t`k• 48008 700 ms 34.4 287 36.4 257 2&7 24.6 287 20.0 248 21.5 287 23.1 2141666 WA NA000. 242 727 24.7 206 20.2 01 172 127 189 1 15.1 16.0 1951116 WA WA WA 22.3 216 727 184 188 161 189 218 18.8 1� WA 1182 me 868 a0 1206 178 1 1 f7A 167 720me 70080 TAGI m 0.e rvoTm- w 3Er aaml: A11f,{iMM M I I CKN AMU M%KUK VALMU A* I KC O 1!W{7AKU VUY. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. =ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT iS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE •ANCHOR CAPACITY TABLE. 410 P►mt86 TABLE NOTES 1.000" a • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. ado ProdnclColdrol SEE SHEET$ 2.4 FOR GENERAL INSTALLATION METHODS. 11 I ! ! • • • • • i i i • • • 2) *61N W* INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE FIGUR • • • • • • • 2.780' �� ���'' aCENS�c''•�F.p �i: • • • • • • • 3)111tlL40N MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • • • • H�.E5.10 g�D�RR0.LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 • • A • • • • FKi()R�S $Ag SUGGESTED, APPROXIMATE HOLE LOCATIONS. No. 58705 _ ANGLE CLIP MUST BE USED 1N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 8: FIGURE 8 CONCRETE BLOCK UNR (CMU) SHALL CONFORM TO ASTM G W. WOOD SHALL BE PRESSURE -TREATED • • 000; PINE WITH AN 30 OF 088. ALUMINUM SHALL BE 808&T8 AND BE A MINIMUM OF .128• Q S' ATE F w • • • • T TO BE A MINIMUM GRADE 33 AND .048" THiCK (18 C3AUGg 87 RUCIURAL STEEL TO BE AT 1' X 276' X.3TV MULLION �i�� ' ...0 ..... Q • • • • 1 A3& ALL ANCHOIi41NT0 METAL SHALL EXTEND AT (EAST 3 SCREW THREADS BEYOND 'i S "' ' • • • •MOTi RIAL•'F14& &12 ANCHORS INTO WOOD MAY BE STEEL 18 8 SS. OR 41g $ S. �iS��NA�- ••• • ••• • ••• • A. FL NPINMUL 0P.E. FL P.E.p 88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Anch*rO=oltv Table ta: 2 3.68 Cote. HoOwaCMU FNad ptU PTWamI tdetd AnOh ems Arro2w TfT7p C 31ts Ebo 11 U4 Ebo 2000.00ummmm 6118'' 3H8 Elco IOtreom iH Ebo Ui aOm t74.88m- stw Else 1/4.88Ebo 010sted 0128tW 0t2 sled Agp 8da 1080.000 AZPft a SM W (W G*mw (OB) Sum (06) Embeftml i• 134' 2-12' 1 3-118' r P 1•U4' 2 -IM 1 -UP 1' 1.1/41 24W 1-1/4' r t-tw 8.18' 1-1/4' r r 0.48' 884' 1.918' 1.318' 0.321' vatm bms C79 /An.0.0./ orvmQ mtbs me ms 8(01h 844 msRIMAM th ma 740 pal 374Sa 94860 341ms 442is 88000 4 (t`k• 48008 700 ms WA NA000. WA WA WA 189 WA 1182 me 868 a0 112080 4Anebme@TM(n.0.0./(2)2a8Atmta C0 /9a2.3k 720me 70080 189808arm WA 760ms 74800 66008 189208 882 n0. 888th 1120 m➢ 2Andtma®0.4VML 0.0./U42Ip, 66.120` 94L WA WA WA WA WA WA WA 189 110f1/A 71B•D tAl 16): 19500 Homs 226 me 44S1h 8229E0110 177002212Anehon L18'b40o1 29090. 350 ms WA WA WA00 WA WA WA WA WA S91 B>s 44208 660 ft rvoTm- w 3Er aaml: A11f,{iMM M I I CKN AMU M%KUK VALMU A* I KC O 1!W{7AKU VUY. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. =ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT iS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE •ANCHOR CAPACITY TABLE. 410 P►mt86 TABLE NOTES 1.000" a • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. ado ProdnclColdrol SEE SHEET$ 2.4 FOR GENERAL INSTALLATION METHODS. 11 I ! ! • • • • • i i i • • • 2) *61N W* INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE FIGUR • • • • • • • 2.780' �� ���'' aCENS�c''•�F.p �i: • • • • • • • 3)111tlL40N MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • • • • H�.E5.10 g�D�RR0.LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 • • A • • • • FKi()R�S $Ag SUGGESTED, APPROXIMATE HOLE LOCATIONS. No. 58705 _ ANGLE CLIP MUST BE USED 1N PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 8: FIGURE 8 CONCRETE BLOCK UNR (CMU) SHALL CONFORM TO ASTM G W. WOOD SHALL BE PRESSURE -TREATED • • 000; PINE WITH AN 30 OF 088. ALUMINUM SHALL BE 808&T8 AND BE A MINIMUM OF .128• Q S' ATE F w • • • • T TO BE A MINIMUM GRADE 33 AND .048" THiCK (18 C3AUGg 87 RUCIURAL STEEL TO BE AT 1' X 276' X.3TV MULLION �i�� ' ...0 ..... Q • • • • 1 A3& ALL ANCHOIi41NT0 METAL SHALL EXTEND AT (EAST 3 SCREW THREADS BEYOND 'i S "' ' • • • •MOTi RIAL•'F14& &12 ANCHORS INTO WOOD MAY BE STEEL 18 8 SS. OR 41g $ S. �iS��NA�- ••• • ••• • ••• • A. FL NPINMUL 0P.E. FL P.E.p 88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �•�'�:�� J3s13dHsoJ. W 44lOND asnnos�x� • v Q `��ti,nu,r,,� 9 lN8TJ80 SMO P ��`�iJ 9i i i ®�ti mB u1'M • Body— tl tl _ ,. •'••�•/�� • -•I(`L{�S_-'/%moi nJlSUBdU TIfiW OBB' X 91Z X L . 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IT WILL YIELD AMMO MANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACRYTASM 'OTB FOR THEOFFSETCLUP USETHE BAMEANCHOR PATTERN AND ANgWRVALUMASTHESTANDARD CUP • TABLE NOTES • FIGURE 1: FIGUREZ FORMS: FIGUREIL FlGIJAE@ FlfGIRE& 1)BESBF�Ef1 FOR1NSTRUCTIONSON USING 7IGETABLE.4AND Sifl:EEf2SFOR INFDRLVCION • • • • • • • • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALATION MERIWB • •• ��� 2) LINEAR INTERPOLATION BETWEEN Ml&LLENGTHS AND10ROPENING WXYTHS IS E • •• • • • • • • • • • • OWENIN.6. SEE 3) MULLION MID MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT ORIENBIONS. SEE 41 Or • • Lc Or SHEETS 21-23.9 HOLES TO BE DRO LED IN THE FIELD FOLLOWING WMISIONALRESTRCTIONS BROWN ON SHEETS 21-M FIGURES SHOW SUGGESTED. APPRDOOMATE HC.E LOO4TIONS. • FIGURES: FlLGIREB: 7.4) 301 BPLACDNFM SUBSTRATES:' CONCRETE SIM.L. CONFORMG=ff-FWM • Y • • • CORROWTE BLOCK UNIT SE TO ASTM M • • • • • PRESMILLITREATED YELLOW SOUTHERN AN SO OF aSS. ALUmmm m � • TO BSA MNO= GRADE • ANGLE CLIP (FIGURES S&• MUST BE USED IN PARM INTO METAL SHALL EXTEND AT LEW3 SCREW THREADS BEYOND THEMATHUAL8f0&912-{!¢ •• ANCHORS INTO WOOD MAY BE STEL, IN S.B. OR 410&S. • • • ••• 00900 • • • • • • • eemerxutvdo•uwv J381aaHS01 W 4NON0 a•v. W worm 9ma ue L .`...... �Nj• W mZL r00E8 bM • • " •. to J TM nano XSEL'E 9Z'L E W mmo 3 (u n wmn1SIWWI M •y�2y � 0y`` d A • >Sisi&issiEsi @ 8 HE 1� • i�.7t i• g9991� g q �� �,, y=. ,g /�ms'ev G•E E6#Faai d 0 .i . • "• ?��aaaaaaaaa i 212101011M 19, , I H qYN iss1sissssssai�_3!$! ss NI t ai1 &� Big aagiRS3i9Sis a • s e�lIIilsaaaaaaa glow ow 99 8 k "IM9�a��2�apdC � � ail 3 Sao � a �°�?�aa3aaaa3 �a �sze.aa31aFvia a"s3a �all Ri$8VifibaaaaIf if ri1iisvijl§&5iiI!@ � all IIall 3aaaaaaa as ����� ' • �ss� • i81a1§sisiesiii Y!s&& i98 aIIIdsaaaQaAaa asss�ss o siiSIR Yii8i4isis � �salas��� " � • `" III1 a s �o� � � B a � C �'e � � a•s ss � ��sisiL9iis� lag • al 121 1ikiloop si 1 MW 1LO 3 •s• • • • • a¢�sw jo*lmv IssiMHSOlSlim t1wo Dmm0sjK • •��V:•,•uu• ...... .•'A'im s ar a •�..•�. 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WHEN IT O LOWERTHAN THEMILUON OAPAOTY (WWM THE TABLE) OF THE SELECTED MULLION. R WLLY03DA MWSlBAAANCHOR GU%CITY WNIOI MMAY SE USM W CUN.B'Y ADDITIONAL ANCHOR OPTIONS FROM THE ANCHMCAPAOTYTASM TABLE NOTM 1) SEE SHEET 1 FOR WSTRUCOON80N USING THE TABLES AND SHEET 28 FOR PB+ORMATIONON LOADWM --1.789'--I �6GoFImM° SEE! SHEETS2-4 FOR GEIMa INSTALLATION METHOD1.0 I gaoe FIOl1R81: 2)LINEAR INTEFPOLAT(ON BETWEEN MILL UENGTTIS=OR OPENMIGVOTHS OALUMABLE 0000 ! 3) MULLION AND MuLLM O.PB SHOWN ARE NOT TO SCALE POR EXACT DRIMMONS,SEE SHEET821,73, • 0000 •• HOLES W BE DRIUM IN THE FIELDFO.LOWPIS DDMENSIONAL RESTMITONSMOM ON SHEETS 21-n Uzi FIGURES SNOW! .APPM MATE HOLE LOOATIDHBANGLEOBMUSTBEUBEDINPABL4 ••11/4)SUBSTRATEB: CONORETEMMM MWOIOM HOLLOWAMWtOUTMED•12V • • wu WAO�I6PECIROAT(ON.4. CONCRETE BLOLx UNIT(L2MUJ MALLWNFOAMWASTMOP(�s9URE-TREATED • •• • �'`'•., •``•' YELLOWSOUD1EfA1 PINEWITHAN SGOFB.ES.ALlDBN11118HALLBEW89-TSAMID�AMWWUM OF.1� • I ••• THICK STEEL STUOSWBEA MAINWM GRADE 33AND AWTNICK(iSGAUGELSTRUCTURALSTEELTOMAT LEAST.12WTHU2LANDA38.ALLANCHORS INTO METALSHALL EXTEND AT LEABT3 SCREWTHREAOS BEYOND IA�02N1•R•1i M1LLb01 0 • ML N0•8�6a 9:c' THE MATERIAL#10 S i12ANCHORB INTO WOW MAYSESTEE6, 18•SS$OR4188.8. SN7�BALFIN6MUCN) • • • • • • G• '• 0000•• i •• ��p°: ;� �.,;ONAL • • as as • • •• • of • ` •• A�++I•l FL Pte.$ • • • • ease •• 0000•• • 000 0 • • rel st F Asa 3.2r so DMAL. 13AYMULL ®0000000 00®0 mOmO 0000 000 ©0000®� ��00�0000 m00�0�m0 0000 �0 00000 ���� mm©M00©00 00 M0 DE3mM 00 m0 ==MMMMMMMMMM ABLE 1613 FIGURE 1: FIGURE 2: FXNUAE3: ANGLE CLIP (F WAM 1.9) MUST HEUSM IN PAMS. TABLE NOTES; 1) SEE SHEEN 7 FOR IN&TRUCTIONS ON USING THE TABLES AND SKEET 28 FOR INFORMATION ON LOADING. WE SHEETS 2.4 FOR GENERAL D•TALLATION MEIN= 2) LNSARINTERPOLATION BETWEEN MULL LENGTHS MmIOROPENING WIDTHS ISALLWYABLE. 3) MULLION MID MIILLION CLOPS SHOWN ARE NOT TO SCALE FOR W(ACT 06100IOt•13. BEE SHEET82141 HOLES TO BE DRILLED Eli THE FIELD FOLLOWING ONIENSiONALRESTRICTIONS SHOWN ON SHEEM21-M FIGURES RES SH WY SUGGESTED, APW=NTE HOLE LOCATION& 4) SUBSTRATES: CONCRETE BHALLCON FORM TOACI 301 SPECIVICATION& HOLLOW AND GROUT4gLLED CONCRETE BLO(2N WBT(f96 A&tALL CONFORM TOASTM C!K WOOD SHALL BS PRETREATED YELLOW SOUTHERN FOIE WRHAN BG OF MALIMUM SHALL BE8083•TOAND BEAMOM OF.1%• TMX STEEL. STUDSTO BEA We" GRACE33AND AWTH ICK(18GAUG4 STRUCRIRALSTEELTO BEAT LEAST .1W TH IMANDA28.ALLANCHORS INTO METAL &HALL EXnDM ATLEAST3SCR6VTf nMM BEYOND THE MATERIAL 410 &912 ANCHORIS INTO WOOD MAY BESTEEL, 1888.8.OR411188. ANCHOR CAPACITY A W USTMENT FORMULA: (13 )XQ�N= f)-ANCHORCAP— USETHE FORMULA TO OETAIN THE•ANCHOR CAPACITY R W UIREO• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT ISLOWER THAN THEM MILLION WACITY(FRObITHETABLE)OFTHESEUSNEO MIBAbN. R WILL YIELD AMPIR WANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ARCNMOR ALANCHOT13LL Fi�MTHE ANgNOA CAPACRYTABLE meyuy4 Q • t2V0 0 0009 •• 4 •��,� 3v 0000 • •j 0• •9 • • • :40 3P BAY • • • ��) MULLION - �T'•, • 9 9 • • b,,tcS1 •• •• •• • A NoR5�0A • • • • • ..... • 0000•• • 0 0 0000•• Amhm T•bU 7.71t� 88Ymea lla0a•Od01 FB�O1291 PT Rttle ARWtmCOp PaOvoa Aamoriype: 2H8'Rm1Oam Wf>eel9rm� 9B'F7wl�om t80•tee W6b imtvee WtIO B•o QAS Omo W0•F1w AtimRN14 tplem0 A WOBiael fOWm •ri Bftl see. t—cm $m (00 B•ai4ata• r 27R' r s -W sW r s1? r 4YP r sW r OAr CAI' 0.246• HmeeBmmt isV' f4Yr 134• r t -W 1•W fW t -W 1-W t•W r Vwr t vae •rt1aOA/[%3tIbociss 1 9• 160 me teDmf DOOb 06 780ms me i, 3Nme 130me 9•of 9sm. 06 MD 4Am6me•8S 69u 40./W2t6A0Oe 1»m/rip. TBOmf ll0 ms T20m1 IW Oe �9ms BfOmt 8800e mU 1181me 7.Oa tlOma t®� Mm W80e ilpOme BAe1•ae•vrMn OII7 1,8A®b IPI• 71100n iTAma •QO m1 79181 tJa 8•pe WA tOHAm1 •A t270me RA -- Leib 180 m1 FIGURE 1: FIGURE 2: FXNUAE3: ANGLE CLIP (F WAM 1.9) MUST HEUSM IN PAMS. TABLE NOTES; 1) SEE SHEEN 7 FOR IN&TRUCTIONS ON USING THE TABLES AND SKEET 28 FOR INFORMATION ON LOADING. WE SHEETS 2.4 FOR GENERAL D•TALLATION MEIN= 2) LNSARINTERPOLATION BETWEEN MULL LENGTHS MmIOROPENING WIDTHS ISALLWYABLE. 3) MULLION MID MIILLION CLOPS SHOWN ARE NOT TO SCALE FOR W(ACT 06100IOt•13. BEE SHEET82141 HOLES TO BE DRILLED Eli THE FIELD FOLLOWING ONIENSiONALRESTRICTIONS SHOWN ON SHEEM21-M FIGURES RES SH WY SUGGESTED, APW=NTE HOLE LOCATION& 4) SUBSTRATES: CONCRETE BHALLCON FORM TOACI 301 SPECIVICATION& HOLLOW AND GROUT4gLLED CONCRETE BLO(2N WBT(f96 A&tALL CONFORM TOASTM C!K WOOD SHALL BS PRETREATED YELLOW SOUTHERN FOIE WRHAN BG OF MALIMUM SHALL BE8083•TOAND BEAMOM OF.1%• TMX STEEL. STUDSTO BEA We" GRACE33AND AWTH ICK(18GAUG4 STRUCRIRALSTEELTO BEAT LEAST .1W TH IMANDA28.ALLANCHORS INTO METAL &HALL EXnDM ATLEAST3SCR6VTf nMM BEYOND THE MATERIAL 410 &912 ANCHORIS INTO WOOD MAY BESTEEL, 1888.8.OR411188. ANCHOR CAPACITY A W USTMENT FORMULA: (13 )XQ�N= f)-ANCHORCAP— USETHE FORMULA TO OETAIN THE•ANCHOR CAPACITY R W UIREO• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT ISLOWER THAN THEM MILLION WACITY(FRObITHETABLE)OFTHESEUSNEO MIBAbN. R WILL YIELD AMPIR WANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ARCNMOR ALANCHOT13LL Fi�MTHE ANgNOA CAPACRYTABLE meyuy4 Q • t2V0 0 0009 •• 4 •��,� 3v 0000 • •j 0• •9 • • • :40 3P BAY • • • ��) MULLION - �T'•, • 9 9 • • b,,tcS1 •• •• •• • A NoR5�0A • • • • • ..... • 0000•• • 0 0 0000•• 4 talo mb T06 8014 sob 1006 006 140• IsDb Rem•mdr larrd•m. ReNmmm• T -oft . R"Now TWims•. R Ti mhm Rmwou Ue m -G. Reamglr TAp61mF Rlaf✓m0m• Thy. Rtote•dv 'TUPTdta• Rim '0•i 0.28'48 LmMm le••e• ladu0 Lae•t t4••m Imdtm Lm•np L -ft 1� I41Qtm lmdim Lsdv1 twAim L -ft LmLm Laed•p tcedW LN111 If 1 11111 111 J, IIIIIIIIIIN VMAL 1111 B° mtoomomomoo©m©©000momo®omov0000000000� mmoo©oomo©000m0000©o©oom©0000m000m000 �©oo©oom00000momom000m000®00000©villi m©©ODm00�00000�Om�E10mm000iiiiiiiiiiii 1BLE 186 FIGIRE7: R AMWW • • T•bf• 1)SEE SHEET I FOR NSTRUCIONS ON MM THE TABU AND SHFET28 FOR 01FORMATON ON LCADNQ fAPACTTY REQUQtED'CARRESPONM TO AN • 0 • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. RGlRE2 2) LINEAR RTHtPOtATION BETWEEN MOIL. LENWHSANDIOROPMOG WMHS 15 ALLOWABLE - 3) MULLION ANO MULUON CLIPS SHOWN ARE AM TO SO&M FOR W= DMOMN5, SEESHBETS21.2& 2Tklbewets HOU TO BE ORILW IN THE FILA POLL Q DMOONAL RESTRIOTION88HOWN ON SHEETS 21w= S4eC••. FIOU W:9 SHOW SUGGESTED, APPRO)QMATE ROLE LOCATIONS. NaaaiH3R1 F•[4CLU PT 6Wtl ARebWC1FP•0•ms • • Aaearc ml•'BmIDbOm fN•mm19•em -WW ®D mtscaelmmm Wmm -r-1-- I'mwimtmm iAm mro uT 11P®Bm •omem Hlmem •Ome• Ao0milmt IR•em Am�eOia ImsBAe &••(61) mrsl�l 0000 6� P Stfl P 4171 5114• P 1.18' T S1R t SW ? 0.0' DJIP 0031• amDr.Qmem INY fSP 1ffiY 1Si ? t•1A• 1-W 1•f A• 1-W' Mw 1-w S iSR' 13'E' mhs .moa/ Atye / ¢ m t6o seas. Rmm mom Lmm m Ilam m rel m •om •16'MnOa/Pj16AryISOPeIp'lly:k TdOm }mb MOm tm0m 'Jli.m 41am a6am wA deem Tpm mom m m3m •mm halm BAmbwa 3JPe1n O.Q 003se /IF$ ifZom tYAm t®m aOm 1%e mA e®m pA t®m Im1 ta20m tm3m Gfam tem FIGIRE7: R TAME N07M • • USE THIS FORMULA TO OBTAIN 7HE ANCHOR USE 1)SEE SHEET I FOR NSTRUCIONS ON MM THE TABU AND SHFET28 FOR 01FORMATON ON LCADNQ fAPACTTY REQUQtED'CARRESPONM TO AN • 0 • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. RGlRE2 2) LINEAR RTHtPOtATION BETWEEN MOIL. LENWHSANDIOROPMOG WMHS 15 ALLOWABLE - 3) MULLION ANO MULUON CLIPS SHOWN ARE AM TO SO&M FOR W= DMOMN5, SEESHBETS21.2& • • • • HOU TO BE ORILW IN THE FILA POLL Q DMOONAL RESTRIOTION88HOWN ON SHEETS 21w= • • FIOU W:9 SHOW SUGGESTED, APPRO)QMATE ROLE LOCATIONS. 4) WIBSTRATM CONCRETE SHALLODNFORM TO Aa SM SPLR4CAT=a HOLLOW AND GROURPO.L® FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL COWORM TO ASTM 090. WOOD SHALL BE PRESBIRB-TREATED • • • • l40 � YLlOW SOUTHERN PINEWrTHAN SG OFOAL ALUMINUM SHALL BEGMTSAND BEA MROMUM OF.126' 0000 THICK STEELSTU03 TO SEAMINIMUM GRADE 33ANDA46•THICK (18 GA104 STRIXTL .SYM70 BEAT 0 LEWT IWTTICKANO A38.ALLANCHORS NTO METAL SHALL LCTENDAT UMST38CRLYTHREAD9 BEYOND • • it' n N:Sii'�0a THE MATERAL9109912 ANCHORS INTO WOOD MAYSESTEL., 1898.8. DR410 SP. ANGLE CLIP (FTGURZ31-M MUST BE USED N PAR& ANCHOR CAPACRYADAUSTMBTPOR®WA: (DFm)X`MtAI.OFIC —D -ANCHOR CAP— R . .. �1=01..• '��s O�••'���• USE THIS FORMULA TO OBTAIN 7HE ANCHOR USE • fAPACTTY REQUQtED'CARRESPONM TO AN • 0 • • ACTUAL PRESSURE REGMUO 04T FOR THE A LYMI KRLYER, .� Oing0G, WHEN Tr IS LOWER THAN THE KUM CAPACLTY (FTOM'IFR TABLE) OF THE SELECTED • • MUU.1= rr WOl YBD A MNDOIM ANCHIXF CAPACITY WHICH MAY SEUSEDTO QUALIFY • • CNS4 FROMTF9? ANCHOR CAPACITY TABLE. ==A== e>mUm)notT1• 0000 l40 � 0000 00 0 0 •.6.0• 0 it' n N:Sii'�0a 4S BAY MUU.ION. . .. �1=01..• '��s O�••'���• •.. • • •,'eL • 0 • • • • • A LYMI KRLYER, .� FR P.E.O • • f • 0060•• •00.0• • • • • • 00 0 b h 4--94 I III++++ •— • I if f X111 x11 �� p �Sg F 'k, 1ppo XpQ {e x m3��3, gggg pgpg pax ae pQecpZ NN 8 •�•led Ell,I R Qm(icQmooQmUO Nh X X F: X X :C " W 6m000•U x X X X x am •6 4$ 6 i 8 Ell,I R Y Nh X X F: X X :C " .jX, x X X X x m1M dd Z I 1 11 4aD5 .1w• .t2 MW rxex.;, rx rxxv T MUUMN O(ULUON 8031-TBMAM 8063-76AUAt X4r-CTM X -SECTION 1280• .105 .160 12Sx325x.105 M011@I em6T8AU JBL X-SEMM 1 2.005 •,�• ALI�IDI� X SlFrION rXrx2W 8 WO T3 -TMS CUTH®IBTO . 6063-76ALIOL 3125—�_ CF¢Mr-CUP.SM xSECI(ON 0(04. 0SMF.SHW4 i I I 1 I 1 I i II F LL_______J STAOIDAt•CLIF CENTFRCFANC11ORHOIEWST IOi 803iT8AWM. 125x3 %Ar 125X3O XA2r M73AV MIAsx01 X4MrT= WD&MTIDNt wBEcno11 x�cTmN OFFMCUP 8063•T8AUM 7OFAM �.+2r I Z,X@ —D.78I Te x.BECT1oN Li ANOLL3•T6ALUM.0L-SECnON P I .1280 IDLE O)A WTEMANCHOR CIAMSTER• VW T CF717EROF ANCHOR HOLE I 1IMUEMNM THERASHED I BOUNDARY. EEE f�THEMMMO.M DISTANCE ANCHON HOLE MAlETEM 1 ANCHORt_ DNMETM. VW. ?]•ANfaB U•CLIP 608178AUAL TOFv" YOPvleN TABLE C TABLE C. CONT. d..ftvdw PerM®00• Dino Yell•0o)POrIHWOom rxWXt25 x 1.000 .125 0 091b XAW H ZBeD M inium H :t AEmi®o OOD TA.M®m I TWO MOAm F 3,107 rx4•X F 2a• t25 306 O a787 W O 1.= XAW N 8430 Mminm H taco AimtootA amv Q i 3000 TAA T 1 32W Two M00M 2260 t W X325 F 2M IWOMM.0• • • O 0750 X.105 F 45 H 1a0D Ak ba • • • • • • Td. M110011 • • • TABLED • • • • •• MIOMMuioo O ��` rx0x.12Vti0) BUM SOMI+• 02.0asu1M OBO616M • , ii': rXCXa75oo 6010 6O6112M eeMtz3s1 686T46M OBBO011( rxa•X.878•T(ii) 08069 6OMam 0 • _Z - IWX325X.10W(181 2KSO 6012M IMtOMSMISM 125X32r Xa6r(f4) 2D18/ 68Mt23U BB62H1MSSMIISM •• �O'., 12rX38rx"(M 2M aeM1 Soon -M COMB WA WA 1 • ��� 46D."CQ 80.•' 8 WAa a --WA 86671 • A. • 0000•• • • • ••0000 • j*1 • CGS • • •• • Q • • • • • • a ------------- T ----- ---- a =8 Na is IRE i:all X. ������������������������������������������������������� , =8 Na is IRE i:all X. ������������������������������������������������������� w � � EXAMPLE I:SMGLE VERTICIL NAIWON THE BULLORGSUBBTRATS BiWOWN TO BE WOOD ON ALL POUR SIDEB. THEWUIDOWFRAME DEPTH 102.1W.THE OPEKNQ REQUPEBA0FSXi'1 PRESSURE OF46DA.84 PSF. „ (Rj® •••••• MAMI� 1)RRWlYA8B11M0NO1HATAt•WIDE MULLION 18 LhD.LION LPNOTH l672'APID7HEOP6t�'OWID7H IB3F'32'1''�REPEREN�dO3HEET�,THECOLWQ4 UtOND RECTANDULARLOADOO MUSTSE USED. SCAN7HHMtBlIDT1TAB FCIAMNLLtOM1 THA713ATLEABTT!¢ttlf�WPW�.'®'R1N`2•L4'AND tYOLMgETORDUY+EDTHENEQUOb'0 p8 B�AVAIIAelE D ON PAE69RE OF.SOZ40.0 PSF.F THETABLE DOES NOT SHOW7HE W=SQE, USE THENEXTLARGERammA $pH BIG 0 PROMTABLE 311,eHEET7, 7HE 1'%278'X.378'mULUON(LENDTHv72.OPEMNDW0ITl1=7OjLf�T87HEDHRH .HOWEVERif•DFSBL•1 PRE89tIF1E IB HS8.3PANDVVDULOv3F ` mam NOTBESUITABLERMTH8APPLIDATIDI4. a` Sgt UE FMMTA•.E4A,SMTS.TMETX278'XMVMAA.LION(LENOTNa7Y.OPENDIOWIDTN= IVHASA0�ItiNPREti•MOF*WPWVWG 9==STHEREQV�RSFOR7HE d OPENING MID MAYBE USED A47M APPLICATION. NOTE ifIEANCIDRfFPACRYR9X7QiED 038LSS. NNlRLN 1846FN EEDITHESTUICTE.BOINSEASIEtmANDCLffWI7H (4)•I2ANCXOI�AIIDTHEmOT 2J OF �TOPWDTHEANRS y $Q 8 /� A SMU3APIDCLIPTYPE�IDd:OULD BE HAVPB.ANCHOR ANDIE CLOPS WIfH(4)S72AN6lWRB HAYEACAPAL%iY 0P e08 L88.7H0UDH ERFR'ROI�IX1ttLD BE Ue®,TNBSTANOARD CI.ffFSBAB¢ItTO WBTALL ANGLECLOS OST SK -EMS ICN 3)VERBTHEPAFULOF APPLYTOTHEOVERIALLASSEMBLY NEPA0DUCTBEIWSTALL®OANCE WITH TP0 PR�.7FSWABEOELtTEifiTHLOE KF0E3TMOOt`BBEfR7A2T71OPFNR8 O pT@LBSFEERAON eTHE W WBALIATWN SPECUWATR=KTOPCSABE;9F��ON MW ALWLDmHtttT.Lt�ONMULLION I�OUSED R�V0MIANANOtOR CLA°POARpFIr OP 838 LBS.ALTERNCAT IN4BAPETHDMMPRMMRQMMWA*GUPSRY. MI nMAfMMCAPACt1YAD&MMMFORNUL CWWHAVEBEENUWMC&CULATETHEAPX3WCAPACRYREMWWFMTMBNACTOOM OPWPW: Fp NDANt3WRB1-iRD-DW-4A8MMPRESSURE p1 rmH (BDPSnX(g-).324.BLB8 (MAYBE USED TO QUALIFYO 10STEMSCRETVSPROUITABLE48) 3 THEBUILDiNOS11MMTE IBFWOWNTO BE CMUON Tt•J!!®9AND U888ACOr1tDiETEHEADERMID80.1..THEYANDOWFRAMIE DEP7Ng2�B'.THEOPENWOREOUPtEeA jLLI DFSILSA PtaE9&�oF+802Td18.0 PIF. � � d. Foil 7'F@VERTICALMULLIDMO 1)N7RAU.rABBUMANOTHATArYVIDE MULLMN 18&DTABL$THE LENGTHgrC+7re4.10M'ANOIHE DPBMNOW70Ttt t838v38'M'4S'.R�EREMICRG Bt�T28, a THE COLUMN USING RECTANG"LOAOM SHALL BE U8®. 7HEMULLLON TABLESF�AMULL= TWMATLBASTTHEWDBIDWFRHME DEPTH OF24VANO WILL 9.- MEET OR EXCEED THE REQURED DEM PRESSURE OF PIF.ff7HETAeI.EO�BNOTSHOW7t0?aA SEM USE HE NW LARGERGREAVAAABLE. 8 � E%AMiPLE2:MULTIPLEMULLIONS M1ALt1ID1X UyI�L FROM TABLE ak SHEET 7. THE VXZTrXXrMULLION (LENGTH m 108`. OPENING WIDTH= 307 MEEUITHEOEPTH REQUOUR). HOWEMTHE DESIGN PRESSURE ID*I&I PSP K Q AND WOULD NOTES SUETABLE FOR7HDAPPLICAMM �j PROMTABLE I2A SHEET 18.7HE2X4•X2ID'MULLION OPNOTH a108'.OPEMNOWID7He8n AA0E8ION-.A:.MEXMW9THER 4M a 12 8® FOR 71R OPENING ANO MAY BE USED 017HISAPPLUGITCJ.NOTE'D¢ANCHOROAPACRYREQ110IE0 OFB71 LBB. - rc awste BECAUSE ITS NOWWWAN THATTHE MULLWNWILLADO rTO THE WIDTH OF THE MULLED UNR,THEAD=ED OPENINGWIDTH W3V4W+2lW. NOT7TASPREVIOUSI.Y P&RBT�RAi1W1 PRODUCTS HEADJU62Do�ALTMMTI4ELY.THEMMMWWMMAYBOFMMM YOMA04TAIN THE 73- OIMENMON (36vr.964R42•i3} - t i 2) USE TABLE 128 TD PRD 7HEANOHORTYPR ANCHOR mwmTY AND cup TYPE REQULFMD PDRTHE OOaWM stIDBTRATE. IN THIS EXANPLEASSUME THIN POURED t CONCREIH HEA�RANDSLLLAREOPWmli.ff THEMULLLIONCLff roBE CENT@RED WOHRTHE r. CATtB MUSTBETAKENTO M1A04TAW 7}@PABTEMffA'BI DMTANCE 11 wALON` - USQ4GTHEBTANOATIDCLffWITH (8)31SUL77ACONANCNDISTANCE OF 2-0R'OIViSANANCHORCAPAOTYOP1MLBSWHICHISWATERAND tt3mtx �� Eras M 1TfEPEP0RE 81ETABLE,wRTHERECIR®ANCHDROAPACIYOPBI LBB. OPEMQ40 SHEM20 &DOTS FORTHEHORQOMAIMLLLI0N8: KEMIRT 86AUBETHE VERTICALMLILL.W01BEArXCX2W'MUWON. RTTSSEWDU WE WILL MATCH THE HOMZ NTALANO VERTICAL MULLOP6.AL78RNAINSLY.ANGTHER MULLIONTYPECOULD BECHDS9L ! ®D1ylOa MftFkdh US1RO� LOAOINOMAYBE _ Q�� � - 1) THE MLAMON LENGTH IS WAND THE OPEMND HEIGHT IS 32!472.r -10B. SHEET ATHE COLUMN USED. FROM TABLE 12A, SHEET IS.THE rX4'%260'MULLIDN((dyC =4r.OP13D4O TIpGHTo 1�'ONASAOESU44 PRE89URECF.A1TU PSF WHX2I IXCQE09THE 06 CKMC • • r REQ�MMM FORTIR OPEMNGAND MAY BEM 04 THIBAPP �IGTION. NOlE1TlgAMR:HRtCAPACRYREQUITED �'82t L88, 694, SEE ONE413. 2)USETABLEVI) TOFBIDTHBANCHOR7YPE,ANGWRQUANTt rCLIP 7YPEI�QUREDFOR7HECMUSUB9TRATE.INTt08 A0 .Tt6?CMUdAA•BwF�_ THE 8'JCAtR' MUBTBETAKEN TOM"FASTH4ER8EDOEd3rAN Il�'O DTDANtEB • • za WIDE IF7HEMIJIL NCUPWERETO BECENTCREDWTI Utlif/ UATRACON ANCHORBATAN EDGE DWAKM OF VGIVESANANCHORCAPAWYOP840LBSWHICH WORFARR,AND U&A:RwFmmmqw (4)318' •%,-� LYNN• /•�._ YLRBOSP7 UP1A{0CLL7I4ITPPAQBAIDAOCAEAN* • [T7HTEEw8ARMEIEBAUNRCIw128FORi1iU/7��i�rV87• �H2Wr .xLBmnaTR2.H ��H310.e'L.ILt@wA¢TiH� MAIUELL{1U,OANN. CAPAS2IYEr�ITOFB2I LSS. % oFam4Swmm r•evFmtGLMaal WHSEMHHWLOB1R81®8. 0O4N003LLANMCAIHWDRO6N.WroHXV2EIRIDTiCOARIEDUTSHE CA4)NAPPCOAIMRCR7HYCE1A8 ANCHORTYPEI8AS12STEBI.SCREW. • • • • • • • e 4,58705 t FROMTHEABOVEBTEPS. OURMULIIONDMIIGNPp I& _ Asa,7PBFFTmmntEMMUCALMULLIDN;• • • • • • • ^..o t:�L i 41-170L1PIE ISP FROM THE SOPHOMONULMLLONATrAcHNISTOCAU; • • - • • *TMPSPFROM THE 31FHORIZONTAL MULLIONATTACN4OTO THE VERTICALMULLION PaMMEC'DONL • • • • • • • 0 * • •�c�` YMLOWMDESMPRE88UREIBW4UPSFANDVM LDAPPLY7DALLOF7HEMWIONE • VET" HE OEM PREF OFTHE FEMIE87RA37ON PROWCTS USED WITH TH0S MULLION SYSTERTHELONERDESION PREBMMOFMILSONSt"BRIMN7TON PRODUCrB,WSLAPPLYTO THE(TVERALL ASSEMBLY. FRALDESMNPRE88UMREQURS3THATTHESMYH MAMUMANDMEFE)88'IRAM BE048TALLFiR • 0.LYNN MBB.Ebe P.E AOCORDARMWITHTHE INSTALLATION SPECffGnONS INTO REspEC7IVESUBSTRATESAND PERESTPATEON PRODUCTSTOMULLION. •• •• •• • �,�, • • • • • •••••• BIG 0 EXAMPLES OF RECTANGULAR LOADING: PW SHTDH -4 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOTANICHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL LI PANEL OF HINGED DOOR 1S NOTCMTURED OR ANCVRTINTERINX#Nb1.6ZONT Pon 0. 9 Illt��I�r C SHTDH -4 LOADING OF VERTICAL MULLION SILL OF WINDOWS NOTANICHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL LI PANEL OF HINGED DOOR 1S NOTCMTURED OR ANCVRTINTERINX#Nb1.6ZONT 0. 9 C • • t� o ADr L'W LLL p a g o ••• • ••• • ••• • LOADING OF VERTICAL MULLION LOADING OF VERTICAL LI PANEL OF HINGED DOOR 1S NOTCMTURED OR ANCVRTINTERINX#Nb1.6ZONT 0. 9 C • • t� ADr L'W LLL p a g o ••• • ••• • ••• • ••• • • • • ••• • • IL b�UV� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF TRAPEZOIDALMANGULAR LOADINGIz )ADING OF HORIZONTAL MIJ PWL LOADING OF (2) HORIZONTAL MULLIO O HINGED DOOR 3 O m LOADING OF VERTICAL MULLION = N Iz LOADING OF HORIZONTAL MULLION C �i t� ADr L'W O HINGED DOOR 3 O m LOADING OF VERTICAL MULLION = N Iz LOADING OF HORIZONTAL MULLION C t� ADr L'W LLL p a g o o 0: IL b�UV� a HR a / LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: RODUCI'w �omplyln 1)DRAWWOSARE ORERESENTAT DNSOF TYPICAL CONFIGURATION&CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT L03E ��`ONy LYNN 41/(����i�� • • • • • • • PW BE DETERMINED. RECTANGULAR LOADING. `� ,`t� •. 3) SEE PRODUCTS' APPROVAL FOR - N0.53705 ACTUAL ANCHOR LOCATIONS. - = �q {{rr5 1�i; .4 , ATEX�F .CCS,.kC ...... •••�(j �� INGOF HORIZONTAL MULLION FL P.E.# 55705 MIAMkD�ADE MIAMI -RADE COUNTY. FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 2& Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (796) 315-2590, F (7W 315-2599 NOTICE OF ACCEPTANCE MA) www.mlam;dnde " �� PGT Industries 1070 Technology Drive Nokomis, 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 PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. 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 I oses. If this product or material tails to perform in the accepted manner, tl ctauer will incur the exp of such testing and the AHJ may immediately revoke, modify, nd the use of such product or materi m their jurisdiction. PERA reserves the right to rev a this acceptance if rmined by Miami County Product Control Section that this prod or mate ' meet the requirements of the ble ilding code. This product is appy escribed herein, and has been designed to comp/ with Florida Building Code, including the High ity Hurricane Zone. DESCRIPTION: S "SH 700" Al w — L.M. APPROVAL D g No. 4040-20, ti hum. S e g Window, Impact", sheets 1 through 11 of 11, 09/ 0 , dated 10/07 by manufacturer, signed and sealed by Anthony n Miller, P. E., bearing the Mi '- ade unty ct Control Revision stamp with the Notice of A n her e Miami County Product Control Section. MISSILE IMPA G: barge and Small Missile Impact Rea' LIMITATIONS: i =Dade ty Product Control Approv Protection Devises shall be required for Glazi g 0 V91. at in. ve Ft. above ground ( sheet 1 of 11). LABELING: Ea unit sh a permanent label with the mann s name or logo, city, state, model/ series and followi g statement: ' i Dade County Product Approved" unless oflVnqse noted herein.• . . .... ...... RENEWAL of this NOA shall be considered after a renewal application has been fled and t 1pus been •. no change in the applicable building code negatively affecting the performance of N§ Ptaduct •. •. 000009 TERMINATION of this NOA will occur after the expiration date or if there has b9g4 a revigi¢n Qr chania • • • in the materials, use, and/or manufacture of the product or process. Misuse of this XQA. As an ebaUtdrnent of ... any product, for sales, advertising or any other purposes shall automatically tern"alo-ibis NOA. Failure $a:..' comply with any section of this NOA shall be cause for termination and removal of @4 • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami-I?We:bounty, Florida, and '. followed by the expiration date may be displayed in advertising literature. If any pprtio `s • displayed, then it shall be done in its entirety. :' INSPECTION: A copy of this entire NOA shall be provided to the user ufe�sturr;r or its distributors and shall be available for inspection at the job site at the request of ding Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, eviden ages Irl, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 xpiration Date: March 26, 2016 roval Date: November 03,20 10 �� „ p PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040--20, titled "Alum. Single Hung Window, Impact", sheep 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, 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 24113.2. 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. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F17-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-11322.06) 3. Test reports on: l) 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 0i alftinum-single hurrg • •; • window, with fin frame, prepared by Fenestration Testin&'Laboratovj,• W., Test • 0 Report No. FTL-4645, dated 08/11/05, signed and sealed bgX ndo Largaespadg • P. E. goesso (Submitted under previous NOA No.07--0322.06) .... . : • .. a..... e • 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20V*94 so.: a s"' 2) Cyclic Wind Pressure Loading per FBC, YA5ej43 94 •' •"' "40' along with marked -up drawings and installation diagram of In Aut ainutp single hu4g . 0: window, with fin frame, prepared by Fenestration Testing Laboratoiy'; Iiia., Test s e Reports No.'s FTL-1649 and FTL-4723, dated 10/05 and 08/11/05, both toed a;J s• sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-401&01) It 'Jahne D. Gasco-1, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS wowmuiw 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 20294 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.'s FTL4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA N©.05-101&01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked --tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edinundo Largaespada, P, E. (Submitted under previous NOA No. 05=-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11./2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) 4444 . . 9.06 0496•0 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regula os%yy Af '(.RA),.9 •: • 69.6•• • . 444.. • E. MATERIAL CERTIFICATIONS • 4 • • 4 1. Notice of Acceptance No. 11-0624.01 issued to E.1. DuPont 00 *Vmou;. d :**Soo I ; �. • for their "DuPont Butacite® PVB Interlayer" dated 09/08/11 e*iring'qu%2/11/16..... 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Irpofn their "Saflex and 9 Vanceva clear and color interlayers" dated 05/05/2011,•expirlbg ol.45f'dl/2010.••• 0 • .. 4444 • . •00006 • 6 •• 6 Jaimo D. casco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL4957, FTL-4958, FTL,5063, RTL -4645, FTL-4649, FTL--4723, FTL-4947, FTLr-4650, FTL-4948 and FTL--4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (SubmWed under previous NOA No. 07-0322.06 and 05-1018. 01) G. OTHERS 1, Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH 700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. . . .... ...... ...... .... ...... •••••• .... . .. ..... ...... . . ..... so 00 • •••••• • • • • • • 0000•• 0000•• • • • •0000• •• i Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. 96LZING OPTIONS: (SEE DETAILS ON SHEET 2) QA.8" LAMI CONSISTING OF (2j LITES OF 118" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.8" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.6/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7M6" LAMI CONSISTING OF (2) LITES OF 311W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI 10. (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5118" LAMI CONSISTING OF (2) LITE$ OF 1/8" ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ® H.13/16" LAMI IG: (1) LITE OF 1/8" :ED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE SHEET OF 1/8" HEAT STRENGTHENED CLAS$ WITH A.060 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES ........... _ 1 1.13/16" LAM[ IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS GLAZING DETAILS ............ 2 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES....... 3 J.1311$" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 711W LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH A ELEVATIONS.... ................ 4 .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT. SECTIONS ............ 5 K. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS ........... 6 OF 3MW HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. PARTS LIST...... ................ 8 L.13/18" LAMI IG: (1) LITE OF 10 TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS EXTRUSIONS .................... 7 WITH AN .090 DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMUM PVB INTERLAYER -CORNER DETAIL.. ........ _.. 7 ®M.13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 6116" LAMI CONSISTING OF (2) LITE$ OF IV ANNEALED GLASS WITH AN .000 DUPONT BUTACITE OR ANCHORAGE................... B-11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. CHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. UTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4846, FTL-4647. FTL-4648, FTL4649, FTL4860, FTL4651. FTL4723. FTL-4957. FTL-4958 AND FTL-6083. ANSI/AF&PA NM2001 FOR WOOD CONSTRUCTION ITMED ADM -2000 ALUMINUM DESIGN MANUAL PRODUCT I with •s con:plyin8 wUlt IwqFlorlde >3u8d""Colo 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Axo Nr -C. -m!144 9. THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITYHURRICANE ZONE (HVH4 • •• • • • • ••• • MIL(F�P��''. ��O?•b�GSN� •' '•*'moi •00 • • • • • • — No. • •• • • • • • • • ... ... Q. t� �v It ; L °d 2010FBCUPDA7P w %'O SIN J.J. f0l0%/1f D '�� FLOP��=��• • • • • • • • • • • • 10TO,TECHNCLOW DRIVE GEI`IEIZA�MT. NOTES J.R. 04/0 l C CHANOIDCAPQIAW nWTOTEMP8RWF# M#W • •NOKOw%I%mm 7°0' ��/%�SSIONA`� '�� BOW I CHMSE NOTES s E : ro. aqx fess ALUM. SINGLE HUNG WINDOW IMPACT i �� FIG 11/138 B •NOKOMlS,Fl.8427a V�elbly9atter s ••r• + A. LY iU1dA1LL ,P.E. m —mvp oda..-- .. 05!L--- ... . . . ... . . BtilDo NTS 1 N 11 r� 404e 20 O FL P.E.# 68706 I 41 10,81 or 8: 16,87,88 or 9,o Q 1/2" NOM. GLASS BITE ® 37 83,84 or 080 SOLUTIA`O' 118" ANNEALED b/16" NOM. 6/16" LAMINATED GLASS 1 112" NOM. GLASS BITE /Q NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16° WITH NO CHANGE IN DESIGN PRESSURE. ' aEXTERIOR INTERIOR (ALL SECTIONS) NGTHENED GLASS 3/18" ANNEALED OR HEAT STRENGTHENED GLASS INTERLAYER ENNED GLASS 3/1IINTERLAYERA OR DUPONT PVB 6" ANNEALED OR HEAT NOTTHSTRENGTHENED GLASS 7116" LAMINATED 112" NOM. GLASS SITE I • • • 0 • • • • • -+ lie* %VNEA �TI� �f 4T ftED GLASS -- 090 Sb1.UT1A�FW EU JT VI�t N�TERLAYER 1/rMNEALMD ORREA'i'STREtNOTMED GLASS 6H6" LAMINATED AIR SPACE 118: ANWMALED OR•TEMPERED GLASS 11/1$" NC1d. • ' T • • • 13!16" LAMI IG GLASS�V/ 5M6*- L - •.• ;.. •.• • 7/16" LAMINATED GLASS 1/2" NOM. GLASS SITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED AIR SPACE 1i8" TEMPERED GLASS& 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI •IIOKOMIFiFL4 .. FUM 2 -111 1 404x20 PRODUCrUVIM m mmulriojaw@h tiw Madd" * • No 65706 Lu - OL * �0 A Six 'c _ 0,�: .,• FLOR\q••�C�.` A. L1rlf4NMILLik, P.E. FL P.E.# 68706 III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HE=IGHT GLASS TYPE I or 88- 70" 72- TABLE I. 48" A.80 +60.0 -80.0 + 0.0 -80.0 +80.0 40.0 +8Q0 40.0 +80.0 40.0 +80.0 -80.0 +60.0 •60.0 A,O,M +80, -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +79.0 79.0 +80.0 -60.0 +80.0 -60.0 62" A.. +80.02�0-00 +80.0 -80.0 +78,8 -78.8 +77,3 77.3 +76.9 •76.9 88118" A,B,M +80.00.0 -60.0 +79.8 79.0 +70.2 78.2 +789 78.9 +78.4 .78.4 +75.0 .74.0 UP TO 631/8" C.O.. ,G,H,IAK,L +80,0 -80.0 +80.0 -80,Q +80 0 -80.0 +8d 0 -8Q.0 +80,0 -80.d +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION & TABLE 2. BASED ON FLANGED WINDOW TIP TO TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 30310- 44" Il0 Ills" 83" it 48" A,00 +90.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0. $o" A,8,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +7110 -70.0 +70.0 70.0 +70.0 -70.0 62" AA. +60.0 -80.0 +90.0 -80.0 +80.0 -80.0 I '+76.9 70.9 +7110 70.0 +68.8 48.8 +87.6 -67.8 63118" A.B.+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +76.0 -78.0 +86.0 -86.0 +08.7 -86.7 +88.6 46.8 UP Tb 83116" C,O,E,F,G,H,I,J,KL +80 0 •80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.11 +70.0 -79-01+70-01-70-01+70.01-70.0 CUSTOM VIEW & RAD BASED ON FLANGED WIDTH I GLASS TYPE Po LAMI. 11M.08(b11W 18" LAMI - (1/8"A,.090,118" 6118" LAMI - (1lWHS,.0W,1/1 711W LAMI - (3116"A,.080, 3) 7/18- LAMI - (311r&.090, 31 711W LAMI - (3/10°HS,.090, 1311W LAMI tG -118° T, Alli 13118" LAMI 10 -11W T, AIR 13/18" LAMI IG -1/8 T, AIR 13118" LAMI IG -118" T. AIR 13118° LAMI IG -118" T, AIR 6118" LAMI - 5/1W LAMI- V WINDOWS W/ HIGH SILL OF 101ONS GHT 0M. WINDOW HT. W/ SASH • I- 1 33 314-1 39 6118- 30.01 +80.0 140.0 1 +70.0 70.0 TEST REPORTS FTL4847, 4848, , M-4647,4048 FTI.4847, 4048 M-4046,4606 FTL-4846 FTL-4848 FTL4648, 4723 FTL-4648 F nA848 • • • M4849,4860 • • • M4649,4660, A.. • • • �. venin wnan MEETING RAIL HT. '7(" H 4 MEETING RAIL X SH _.!_ A W FIT. "O" MINUS •-"' SASH HT. HT. MEETING RAIL 41H L, 13/18" LAMI IG -118 T, AIR auntie, mo- v+mr - tai 19 n0,.Vau, w ,v n4JM M 13118" LAMI IG -1/8"A, AIR SPACE, 811W LAMI- (1/8"A, 090, 1/076A F1 4Kw NOTES: 1. WINDOWS WITH THE LOW SCL OPTION ARE ZIMITED�7b A PQSI?IVc DgSIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTSIN • • • • • • • • 2. FOR INTEGRAL FIN WIND0%Q0IGj PRESSVjt9S USIZ THE $4QV6'VftLE8 BY DEDUCTING 1" FROM THE FLANGED TIP -TO -11P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MINIMUM TO Mr MAXIMUM. i(p'0T60HNDLOOYDRNB �, - '""""- • • ••-���•• •�� `O1 d�' F' I ALUM. SWNGLE HUNG WWNDOW IMPAC P.O 1628 I�L4lb�y i7��1 N, • NGIC03lIg, FL 94271 9H700 ni moi. J 41 400-2ii r Rlavisw gwUNMarlds ds_ I►-LL"Dl \,114N 41, %40-66105 a t 60,0 II A LYtVrf�11LIl=�, P.E. FL P.B.# 60705 631/8° MAX. FLANGED WIDTH 621/8" MAX. I.F. WIDTH 48 618" MAX. FIXED DLO (ALL) D "1 175" MAX, SEE DLO O I. .F TABLE j D —J HEI SEE D TABL F MAX. IDLO DETAIL w 1/18 ;EE TABLE jMAX x_ 341/2" SK (�•)'i L 41 618" 41114" C 411/4" 407/8" /ENT DLO (ALLY —7 DETAIL A 1/1 75" MAX A I.F. HEI j MAX. DETAIL B VIEW (STANDARD SASH) NOTE 4 E� 76" MAX I 76" MAX I.F. IF. SEE DLO I HEI HT E HEI HT TABLE ® SEEDLO TABLE O 0 ®Q / 78" MAX. / 76" FLANGED FLA HEI HT HE SEE DLO TABLE X j I SASH SEE DLO TABLE x j SASH HEIGHT HEIGHT B .. ... .. DETAIL D •.: DETAIL E VIEW (CUSTOM SASH) • • RADIUS TOP (CUSTOM SASH) 00 NOTES: 1, SEE SHEET 6 FOR VERTICAL AND HORIZONIM 9.11CTION ®ETfMIll • • . • • 2. SEE SHEET 7 FOR CORNER DETAIL VIE& 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORE I�IEOMAMON! 8t • • • • • 4. SASH HEIGHTS FOR STANDARD SASH V O ETA 8 S ? ) ARE SUED FjWjk THREE OVER TWO FORMAT. H� •• P.O.(KjX1W �AIOKOMIS, FL 34274 , Vfs/b& Bowr x j DETAIL C VERTICAL DAYLIGHT OPENING DETAIL MED LITE LOW SILL HIGH SILL A 341/2" 34 3118" B 41 618" 41114" C 411/4" 407/8" D 62 518" 5211118" E 52114" 52 5118" SASH DETAIL LOW SILL HIGH SILL A 34112" 343110- 43110"B 8 27 7/18" 271/8" C 27 7/'(8" 271/8" D 16 3/8" 15 314" E 1 16 31W 15 314" TABLE 5. NTS 1 4 at 11 1 4040-20 76" MI I.F. thel4mma wt ..f i 'IDII; LYNN !y/(-"/ i op •• STA O�f : ' ��S'` i O•. FLOFt\OQ •'��i' .� A. LY bMilibi, P.E. FL P.E.# 68706 I-�-2.1-1 INSIDE SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR Z6 27 OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. INSIDE I I MAX. VENT DAYLIGHT OPENING I NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,'16 I I I I I I OUTSIDE I-- MAX. FIXED LITE DAYLIGHT OPENING WIDTH SECTION A A INTEGRAL FIN Q. V.) FRAME SECTIONS ® INSIDE V72. 4 8 47 HIGH µ I W� u LOW SILL HEAD 68 ®I.F. FRAME 53 OUTSIDE" •• i •• I • i ••• 2.846" • • �� • • i (LOs,L> • • (HIGH t SILL) 63 E Nm a ABWE • • • • 54 64 irT • • • 1 OrtLy. • • . • • 6i� 1. ••• ••• ••• ALTERNATE HIGH SILL ULTRALIFT ONLY OICOMIB, FL 84278 c� s : • •'R' p.o. eqx sae ALUM. • • • • • • • �ry0K0lA18, FL 34274 y!s/81y Berner I ' 8lmo 67 SECTION C -C RADIUS TOP DETAIL - FLANGED V :LE HUNG WINDOW IMPACT .w 71mm Half 1 6 a 11 `4mo.20 6 ovu rRavmw �►rm8 �la� u� �I.�wa vYNN I .. t t4o.66105 Gti,dp✓.It i1 F1 gTAtS ,: ��iOftlo it� •.. FLOR�Op:��C9`� A. Lyka fi11wmilt\, .E. FL P.E.# 56706 ITEMI DWQ# 08SCRIPTION POTS 1 I 4002A FLANGE HEAD 812226 2 1188 X 1.000 4UAD PN. SMS 781 POA 3 40030 FLANGE PA" Sill(LOW SILL) 812228 6 18$8 . AD.HEB 0 EN CELL FOAM PAD 7P . 1828 6 4064 KMOO812227 7 4625' SASH 612244 8 4026 BASH WOP MORESS)1.128 LONG 612244 9 1 4028 SPIN& BALANCE, 318", 818", OR 11118" , 10 1080 C COVER 318" OR S18" BBALCVR918 , 11 X. S PH. N.SMS 7834AA 12 BALANCE BOTIPOM BRACKET 7 13 1085/1000 BASH TOP QUID 42804 , 18 #8 X 1 PHIL T HEAD B. STL 7 X1 FPAX 16 1080.1 CE COVER 11116" 6BALCVR670 , 17 4683 BASH VrOP COVER 64063 18 1 4029-1 SASH BRACKOT 7ULB KT 19 1 M32 X 112" LO. PH. FH. TYPL F S. STL 783gXl2FPFX 21 1 40640 G L 64064C 23 40080 SASHITOPRAIL 6a0o8 26 2 6 NIB ... 170 X.270 WK IFIN SEAL 875184 28 1 9 SMP LATCH 71098 27 1614 Me3reg8P .FL.B s 28 4007 14 9 M ML (LOW ILL) 81 34 30 1,96, vvw.. BRL49 31 1 4000 SASH SIDE RAIL 81 231 34- 1288 SASH FACE WIDE 4 SO 36 1692 S LOOK 3132" X28184"X 1" 71092K .36 1062 LAN 10 6BLOCK 1" X3/4" X 1/18" 71MK 37 1224 VINYL GM BEAD BULBIC 8 24 ,K 38 1226 BEAD BULB W) 48K 41 4039E "NO 000, $116 LAM GLASS. 640390 4 4044B GLAZING g , /18 LAN RILL KIT 644703 44 4222A OLMNGNADMIS"LAM 4222 46 8 SC NO BEAD, 118° LAND WlGRILL KIT Goes 46 4087 t3 NO BEAD, 131100 LANE LO. 84087 47 4071A !HOD 84071 48 4072A L 5 L472 49 4073A , L . HIGH BILL 64073 80 40748 FRAME, I F. JAMB 84074 #i2 4009 SII:L LA 0R oW p L 7840.9 63 1088 SPAINOSu LATCH (EGROST• • • • e • • . t9PRNG 4 40 S W. " ` 2 40 86 1014 SCREEN HOR. & • • • • • • • • • 81 14 66 1830 WC—REEN C WIRINGS 71630 67 1 1 R CORNER. KEYWOUT RINGS 71831 8 1073 8 N SPRING • .. • • • • • 2 P 88 1824 SCREEN SPLINE -.138 A O . • •8 24K • 11 q: pAxpving •NMOM M. FL34474 2 -4 1 .082 47 FRAME. I.F. HEAD ® #4071A, 6063-T6 ®4a FRAME, I.F. LOW SILL #4072A,6003 -T8 ° @FRAME, I.F. JAMB FRAME.I.F.ulQ! SILL ® #40748.6083-T8 ®�B S: 1f4073Aa 8083-T8 CUBED A3 RADIUS TOP HEAD) SHM I NTS 10 d 11 1 4040-20 Pon ` 1838K w Florida +10 ............ nalt(FR '�i �; • 5s1 !o 10, $IPOVI.X le Ss 1019 • A. LYNN MRALI4; .E. iD FL P.E.# 58705 r�-2.784 I 1.363 .082 .-- F O FLANGE FRAME HEAD #4002A, 6083 -TO I-+-2.784--� j 2.330 1 ® I.F. FRAME SEALANT ALONG ENTIRE BOINT FRAME AA 6 or 50 WELD 1.749 3 FLANGE FRAME SILL (LOW) ALONG #4003C, 6063 -TB 6 Or 5a SCREW BOSS (2) SEALANT OR GASKET I AT HEAD AND SILL 2.710 ��-1.613-�738 I 062 1.490 .040 �+-1.461�� VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB #4026,6003-T6 17 #4063, 8083•T5 •060 #4004.0063 -TS �y. i (USED AS RADIUS TOP HEAD) 1'1� I •878 1.342 1 7 .082 2.168 5 2.328—� 1.098 1 062 1'a 41 GLAZING BEAD, 5/16" #40308,6063 -TS 1.879 31 O SASH SIDE RAIL #4008,6063-T5 .060 .B7a 42 GLAZING BEAD, 5/16" #40448, 6063 -TS (USED Wt GRILL KIT) 21 FIXED MEETING RAIL 23 q OBC 80083 RAI 28 SASH#4BOTTOM RAIL(Lowy .060 1 L. 1.098 --I-, . T O GLAZING BEAD 7/16" #42224 8063-T6 T ..0 00: 0:: 1.0 4100 0 u• I✓ ----2.784 • • • 69 FLANGE FRAME SILL (HIGH) • • #4060A,6063 -T8 2%4Sr%aOrMM ft& (HIGH) 68 #4051A,6053•TS SrY6di • i i• • • • 10�TECW,tOLOOY DAfVB SHEET • • • • • • • 4Td(OEA8,FL34278 'R2 • • • e PO.6QX 7$2B W21 ALf-ur. NOk;'0o ,FL34274 I .0.878 T 45 GLAZING BEAD,, 7/160 #986C, 8083-T6 (USED W/ GRILL KIT) I •w .060 —I - -- 1 1.087 46 GLAZING BEAD, 13/16" IG #4067.6063-T6 Bemar sHroo Haff T - 11 I—.__._4010-20 us eoraAlY�l3 wIU� Ute Florida v,`(NN 44, '"I * Ho, 58745 k g0 1° 5 six 0. OF PLORNot FSSIONN A. LYINI(1 MILIII ; P.E. FL P.E.# 68706 ANCHOR ANCHOR WVLTH 19.1 24.000 32.000 40.00 44.000 48.000 d.. 10/07!11 QUANTITIES TYPE: FOR 1/1 FLANGED WINDOWS TABLE 5,"NCHOR., LCO TAPC ONSSUBSTRATE: SS4 CRETE -FLEX CREWS 2. ANCHOR LOCATIONS ARE BASED ON THEWINDOW FOLLOWING DIMENSIONS. HEAD 81!2MAXFROM TOP CORNERS JAMBS -17 Qr MAX. FROM TOP CORNERS IV MAX. FROM BOTTOM CORNERS 5" MAX. BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED &INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. eQ 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED "LEE3�4NDOWS.INTEGRALFINDIMENSIONS 5 DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH37.000 SIZE AND GLASRESPECTS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) 948 PRODUCr1MMED HEAD 2 ascumplyhagwith the Floala JAMB ABOVE 2 3 r�aanemg c wo .. ® .1+ MTO. RAIL gpl� JAMB BELOW MTC, RAIL oProd uotConao (FULL DP) �itlllr HEAD 2 JAMB ABOVE 2 363.125 JAMB BELOW _? NoA,B,M IvTrG. RAL i-yy�1C bj� q StP�CI Z� WINDOWS �.,�4�••..• F...... 4c 1 IMPACT ��SSIONA;���`� "'� e e A. LY�ilffi11.�, P.E. 4040-20 D FL P.E.# 58705 WINDOW 28.603 34.603 40.603 46.803 58:603 64.603 78,pppLCO 0 OZ oy Qr zm0 U Z IN U Z U mQ z NUUU z v 4" U z o z S m N pU N U z U r zz o � U �r U z $ V) d 0 U OfrZ ZCr ©81 U GLASS TYPE C,D,E,F,G, H J,K,L 1 -1 2 1 1 1 1 1 1 'Ti 1 1 1 1 1 _1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _1 2 2 2 2 2 2 2 2 2 3 2 2 33 ?r A) ,M 1 1 2:,j_, 1 1 11 1^ 1 2111 1 1 2221222222222222 1 1 1 1 1 1 1 1 1 2 1 22222222222232233 1 1 1 1 1 1 1 1 E F G H,I,J,K,L� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 11 21 21 21 2221 222222.2222222222 _1 322222322J2233 _1 A'B`M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 1 T,_2 1 21 T-2 21 22 2 1 2222222222222222 _1 322222 _1 32231333 _1 C,D,E,F,G. H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 2 11212 2 2 3 1 2 Z 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 4 4 A,B,M 1 1 1 1 -21-3 1 1 1 1 1 _72T3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112, 112 2 2 11212 2 213 112 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 2L2 3 3 3 4 3 3 4 4 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 32-2,,32 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3T3 4 3 3 3 4 3 5 3 3 4 4 A,B,M 11 21 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 221 22223122323232322232323233423333433343b3344 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221 222232223232223232323 44233334233435 3334453344 A,B,M • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22122223222323222323232324233334233436333446334-4 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2222222 32223232233242333342 333342334353334453445 _2 A'B'M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222222232223232233242333342333342334363334453446 PSF 79 79 C,13,E,F,G, H,I,J,K,L A,B,M 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 222222232.2 2 2 2 2 Z 2• &22 3a Z• •3 • • 34342334353334363345463455 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 3 28 2 3 3 9 R B 3 4 34 2 3 34 3 5 3 3 343 5 _2 3 3 4 5 _3 46 34 5 5 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 .2 2 .2 �, 2 .2 3 2 2 3 2 2 3 2 3 3 3 22222223:2 2 2 2 2 2 2 2 2 2 2 3 2• 2 2 233423 • 2 3 2 2 3 4 2 3 43 2. 3 4 2• 3 4 j,22 2334333435334448344546345865g1052 2 2 3 3 3 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 5 2 3 3 2 4 5 3 4 8 _2 2 3 4 3 4 D iVOCHANGES TMS 3HE77 �'o'°, �' ° '.6o.egx,�e Nq(OAUB, °g'� F1%4 � CHORAGESPACING 1/9 rr� o4rorit� c _63gr Noct�anto>rsTHJsstt r ALUM. SINGLE HUNG WINDOW, 190w 3w— Fie 11/law e ° arE�ararzE: oaken Daae RX 7/19/06 J.J. aua Y/=7 M► Vbfb& Rotormglm� -Ta—mw 8M00 NTS 118 �wtr r It ANCHOR QUANTMES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: --.29.655 37.166 44.665 62.165 59.656 67.166 74.665 76.000 ANCHOR TYPE. in 0 U o v D UU M Z�Zco zZv OO n WINDOW GLASS N�NGrUO04 y Zv ryZ PE ova v N8 v 3 8 88N� n g�U 8 ci 8 WIDTH N�8 N� C,D,E,F,G, H,I,J,K,L _ 1 1 1 _1_... 1 1 _ 1 1 __.1_..�1._.. 2 2 2 1 1 _ 1_ 2 2 2 2 .__1. _. 2 1 .. 2 2 _.1_.. 2 2 _._1 ._1__ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _1 2 2 1 3 2 _9 2 2 1 3 2 _1 3 2 _1 2 2 1 -3Ti 19.125 A,B,M- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 2 2 _1 2 1 2 Z 721'i 2 1 2 2 _1 2 2 2 2 2 2 _1 2 2 2 2 _1 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSFJ 79 24.000 C,D,E,F,G, HJ,KL111111221122222222222222222232322232322232322232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 —272 112 2 2 3 2 3 2 2 2 3 2 3 2 —2721-372 3 2 2 2 3 2 PSF 68 77 32.000 C,D,E,F,G, H,I,J,KL 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -11—i 2 2 2=2 2 2 33 _1 22 2-3 3 2 2 3 3 3 3 3 2 3 3 3 3 212 3 3 i -3 2:4 3 4 3 3 2 4 3 &B M1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 2 2 2 2 _1 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PSF 69 87 TO C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 Z 1 2 2 1 2 2 1 2 37.000 H,I,J,KL 11 1 111 22222223222333223333334333t3233433243443243 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 21 A,B,M 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 3 4 3 3 2 4 3 4T4 3 2 4 3 PSF 64 79 62 79 40.000 C,D,E,F,O, H,I,J,K,L 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 2222222322333322334333433333434433434433 33 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -4T3 2 2 2 1 1 1 7 1 1 —2-F2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 _2 3 3 3 3 4 3 4 4 3 3 4 4 3 3 513 PSF 49 79 56 79 79 44.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 111 111 2222x23322333423334433434433434433f4344 3364 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 z a Z 2 2 2 2 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 4 3 3 5 4 PSF 4$ 74 61 74 79 79 45,000 HJAKL1 C,D,E,F,G,[—I 2 2 9 1R46 2 2 222 2% • 2• '2 22 • 23 • 2• 2 2 3333443344443344444364444354 3 2 2 2 2 2 3 2 2 3 2 2 A,BM2 1 2 1 1 1111212 2 9. '2 ;2•� 2 2 2 2 3 3 2 2 2 3 3 -2• 3 4 2 3 3 3 3 3 4 4 2 3 3 2 4 4 2 4 4 2 3 3 2 4 4 3 4 4 2 2 4 3 5 4 3 4 4 2 4 3 2 6 4 PSF 41 07 B7 76 79 53.125 C,D,E,F,G, H.1AK,L 2 111 2 111 2 22Z 'Z ' �• 3 .' 233.3333 ' 3 2• 113$ 444334444 3 2 3 3 2 334455434364 3 3 2 3±3 2 3 2 2 2 2 .Z :r 3. � .Z 3; �2. 3 3 2 3 3 2 2 3 2 2 3 A,B M 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3-4 4 4 4 3 3 4 4 4 4 3 3 4 4 b 4 4 3 4=3 5 4 � to ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- IW ELCO TAPCONS 2 -1/4° ELOO S84 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2° MAX. FROM TOP CORNERS JAMBS -171/2° MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ©SILL • ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1" LESS. &ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY' MAX PSF HEAD 3 Rpprttavls8u complying ml E Florida JAMB ABOVE 3 3 am$coaa L •1 I MTG. RAIL ro _ JAMB BELOW ` M1'G. RAIL edo p' COQ JAMB ABOVE L 2 MTG. RAIL JAMB BELOW MTG. RAIL I TS ALUM. SINGLE HUNG WINDOW IMPAC . •.P.O. X 7828 NOXOM a M3a27a ViCa & Batter N 9 a ! 1 0 404x20 ��� �yr1N a,►k '�. •''F}�fse� �� ti`r:'�b�G •.* moi.. • ,' Sg106 oto ZI 'W: s0P. A. LYNN MIujl t , P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 60. TABLE 8. 65,926 o' ON' v 8 00'0 ocAl 8� oNrU�N,U 8 8� 8 8 Z2O 8 8�8cq o N U ZOcZPzM O tJ 15.776 U Op c o rOZ,ZWINDOW u 8_8 U- WIDTH GIASS TYPE 19.126 D,E,F,J, K,L y 1 1 _ 1 1 1 1_ 1 2 1 1 1 2 2 2 1 2 1 2 1 2 ,1 2 1 --Z 1 -_2. 1 .2 1 .-.2_-.3._...2_-3._33- 1 1 1 1 1 1 1 1 1 24.000 D,E,F,J, K,L 1 - ._�_._..'... 1 1 1 -'2i-'--2---•2-- 1 1 1 2 1 -2_...2- 1 1 2_-z 1 1 3.._-3.._2 1 1 1 _3...3_.2 1 1 1 -_3 1 3_ 1 ._3.._-.3...._3..__3 1 1 1 1 4_ 32.0W [S,E,F J, . 1 ' i 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 37.000 K,L 1 9 1 2 2- 2 3 2 3 3 3 3 3 2' 3' 4T 3- 4 -*-4--- 3 Q 6 y 3 6' PSF 79 2 2 2 2 22 3 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 1 2 2 1 2 2 1 2 K,L 1 1- 2 2 2 3 2. 3 _ 3 _.3.. 4 _3 3__ 3 _4 4-1-31]- - 3___4_ 4 b 4 1 4-1 5 6-4- —2—F2-1-2– b- PSF 79 79 79 79 1 • • • 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 22 2• 2 2 2 2 2 2 2 2 2 2 KL 1 1 1 2 2� 2 3 3 3 4 34 4 3 4_4 3 6 4 4 5 6 1 4� 6 4 4 PSF 79 76 79 77 79 79 3 79 3 6 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 1_21_L 2 F -2-i 2 2 2 KX 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 6 4 -L-2-1--2-LL 6 61 4 1 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 1 22 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 6 4 b 5 4 8 6 4 6 '8 1 6 1 6 PSF 71 79 83 71 79 64 74 86 77 - 69 69 53.125 D,E,F,J, KL 2 2 2 3 2 FFF 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 2 2 2 3 3 3 4 4 4 6 4 �b 6 5- 8 8 6 7 8 6 E7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12776 15.776 18.776 24.776 27.776 30.776 31.108 ANCHOR TYPE. WINDOW M c N a p z M 8 8� N z M 8 � N V pp21.778 z M O 1. g N z ,r. z M 8 8 `� N ,r M N - 1 M 1� cy z �.. a M$ {� 2 �C " WIDTH 8 8� 8" 8 19.126 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 tti- 2 2 1 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 3 2 3 4 2 3 4 2 3 37.000 2 1 79 2 2 2 2• 3•• 2• •3 • 3 t •3• 3 3 3 --3T-3-1-3 4 3 3 4 3 4 40.000 74 • • • • • • • • • 2 2 2 2 22 3 •2• •3• 4i E 3 3 1 3 1 3 4 3 3 4 3 4 4 3 4 44.000 BB 78 -2 2 2 2 2 2 3 2 1 3 3 3 3 4 3 3 4 3 4 b 3 4 6 3 4 48.00083 —2—F2-1-2– •72 4.9 • 1 • • • 2 2.3 2• 3 4 Ii 3• • 4 3 4 4 3 4 5 3 4 6 3 4 63.126 73 88 J@ . • • . . . 2 2 2 2 2 3 3 3 4 4 4 3 4 b 3 4 5 3 5 6 3 6 . . . ► • • _� }}++.�o. aqx am .. . TOMM86 FL 2494 ANCHORAGE NOTES: > 1. ANCHOR TYPES: 1-114" ELCO TAPCONS • 2 -114" ELCO S84 CRETE -FLEX 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING 0\ DIMENSIONS: HEAD -18112" MAX. FROM CORNERS JAMBS -171!2" MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 16" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE Z USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SW MIN. TO 38" MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. S. DESIGN PRE URE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE. ®TABLE 7. KEY: MAX PSF (DP LMTED) 112 HEAD 2 JAMB A13OVE 2 MTG. RAIL FULL DP HEAD2 JAMB ABOVE 4 MTG. RAIL I �>� g'Din da name= . c - L O ® TABLE 8. KEY: MAX PSF o.Pce� r (DP LIMITED) 112 JABELOW Y. MB \\ 1111 MTG. RAIL \�.�'t-j 4YNN `� �.t�; • `,`CENSE'•' •.'Q* r it : lyo, 58706 .0 •• � * j• ct � �= OF "16S9/ONAL �?�`. A. LYNI�MILLLI�, P.E. FL P.E.# 68705 (FULL DP) JAMB BELOW 2 MTG. RAIL. ANCHORAGE SPACING, CUSTOM 1/lEW wo ALUM. SINGLE HUNG WINDOW, IMPACT Vtslbly Beccer strr� NTS laftio d 11 m"I"40'40-20 3.36 KSI MIN. OPTIONAL l* WOOD BUCK (SEE NOTE 4) 1/4° EXTERIOR INTERIOR L HEAD AND SILL DETAILS) NC E (SEE NOTE 1 &'J)AN e . ..• •► ti.a ; e 1 ° MIN., 114° 1 1/4° MIN. U.: 2x WOOD BUCK •&SEE NOTE 4) 4° TAPCONA CRETE -FLEX 1: FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 114° SS4 CRETE -FLEX. MINIMUM DISTANCE FRO& ANCHOR TO CONCRETE EDGE IS 1314°. WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR • (SEE NOTE 2 & 3)® 1/4° SS4 CRETE -FLEX. 3 FLAT HEAD ANCHORS WHE DETAIL B RE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112" 13/8° MIN.® THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4° 8083-T5 AND A MINIMUM bF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SC FU wi 3°a 1/4° MAX. SHIM CON RETE ANCHOR, FH FLOW MEETING (SEE NOTE 1 & 3) KSI MIN. CONCRETE r,• ,,— OR 1.6 KSI MIN. CMU REW WITH LL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR IN'T'EGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING,& RAIL. (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 0 _--'E-4x6ilCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1t4° MAX �+— SHIM I IMMull --WOOD FRAME 1 I wM:::::l 131° DIA. MIN. x 2 1/20 NAIL, • • AT CORNERS • • • AND 6° O.C. • •�' 1/4° MAX. DETAIL F'(j{EAQ) • • • 1/4° rOOD FRAME MAX. _SHIM .131° DIA. MIN. x 2 112° NAIL, AT CORNE ANDWORSC. I In • • • • • • • • • .131° DIA. MIN. x 2 1/2° NAIL, AT CORNERS . • • • • AND 6° Q.C. • • AIL E (JAMB) DETAIL G, (SILL) T WPICA�•RA26RAL FIN ANCHORAGE ... . . . . ... . n„u �un,.w..an•r un • • • • • • • NOCOMIB, FL 34278 7T:6® 1Norge. • #Asqxlw • • • • • • • • • •11 6i AWN% M 34274 DETAILS ALUM. SINGLE HUNG FRAME IMPACT "'u' I sx79 I NT8I 11 . 11 1- 404&w vladda LYNN -/ No. 58705 o �I • 2: ,SSIONAL � A. LYNIVMILLik P.E. FL P.E.# 68705 MIAMI •D1ADE MIAMI DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIVHC RESOURCES (RER) 11845 S%V 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) W%M"M1aMfdad1agX!eeesno= 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 ERProduct 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 roduct or material within their jurisdiction. RER reserves the right to revolve ceptance, if it is determt Miami --Dade County Product Control Section that this c or, material fails uirements o applicable building code. This product is ap ed a ' e ereiu, and has been designed to c with the Florida Building Code, includi a Velocity Hurricane Zone. DESCRIPTION: Series "PW --701/ 720/ 820" Aluminum Fixed Windo — APPROVAL DOCUMENT: Drawing No. MD -72 ttt a "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, d ' ion dated 07/01/13, prepared by manufacturer, signed and sealed by ynn Miller, P. E., bearing t ' i—Dade County Product Control Section Renewal stain a Notice of Acceptance number and Exp ir t date by the Miami— Dade County Product Con ctian. MISSILE IMPACT G: Large and Small Missile Impact Resistant LABELING: Each i sha a the me �r logo, city, state, model/series, and fol ti 'ng statement: "Miami—Dade County Product Control Approv ", unlol lAorwise noted herein. : • • • • • • • • • • • REVISION of this shall be considered after a renewal application has been • • d and th4a W been,...:. no change in the applica a wilding code negatively affecting the performance of *-product. • ...... TERMINATION of this occur after the expiration date or if has 6i�ir$ 5.revisiaff.ofcihange• in the materials, use, and/or man r isuse of this AAA as an endorsement • � • • • of any product, for sales, advertising or any other purposes shall automatically tergltethis NQ0Jailure,,,,, • to comply with any section of this NOA shall be cause for termination and removaLQ&VQA. . • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Vd4rJf, and* • • • o • followed by the expiration date may be displayed in advertising literature. If ani+ poftlon of the NOA is:..... displayed, then it shall be done in its entirety. •' • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages Irl and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-001.13 t A I•DADO1 N, Expiration Date: February 19, 20 9 17y Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720420, titled "Series Fixed Window Installation Wdelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, 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 FBG, 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 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. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 20394 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI x3835 and FTLr-3850, dated- 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) • • • • . . .... ...... C. CALCULATIONS ....... I. Anchor verification calculations and structural analysis, coq ag witf... C 20 .0,.. . prepared by manufacture, dated 04/29/13, signed and sealed• by Antlfq L. Millef s o P. E. .... . .. ..... 2. Glazing complies with ASTM B1300-09 0 0 • • • • • • • • .. .. .. .. ...... . ...... . D. QUALITY ASSURANCE . . . ....• . .. 1. Miami Dade Department of Regulatory and Economic Resgu mps.0tEII• . :0060: Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-e502-03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT ]Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their tTuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIasO Interlayer" dated 08/25/11, expiring on 01/14/17. 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 H 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 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FT1,7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s Y17,-3835 and FTb.3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, 130. E.• • • • • • • 0000:0 (Submitted under previous NOA No. 03-1105. 01) ...... '.. `.: ... • :. G. OTHERS • • • • • • • 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries -for their Aeries 'TW:- 701 TW:•701 Aluminum Fixed Window - L.M.I." approved on 02=2 and e.*%ring •8fl•' 02/19/14. • • • • •••••• • • • Jaime D. Gascon, F. -S. Product Control Section Supervisor NOA No. 13-0502-03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SUBDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3(' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1 -Ur THICK ARE TO BE 1 � CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE 1 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. _ WOOD BUCKS DEPICTED AS 2XARE 1.1/rTHICK OR 12'MAX GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE INSTALLATION, INT. FIN A.........8 STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS I+-- S' MAX. O.C. THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR _ ARCHITECT OF RECORD. (AORt S) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE - BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF I SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED 1 - ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION 4 ANCHORS SHOULD BE SEALED. OVERALL O SPALINGIF ASHING STRATEGY FOR WATER RESISTANCE OF g• INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX THE SCOPE OF THESE INSTRUCTIONS. 8) MAX 1/4• SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13004ML B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E130M. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 3a-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE S) REFERENCES: TEST REPORTS FTL-3830.3880 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSBAF&PA NDS FOR WOOD CONSTRUCTION-(2008)AND ADM ALUMINUM DESIGN MANUAL -(2008). 10) THE 720 SERIES LASES A PYS INTERLAYER, THE 820 SERIES USES AN SO INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. 48• TIP -TO -TIP WIDTH 47' BUCK WIDTH - _ 44 -1/4 -VISIBLE LIGHT WIDTH • • .•. • • . ••• DESIGN PRESSURE RATING IMPACT RATING • • • • • i • y • R LARGE &SMALL • • • • BEE�BHEE�92-5• •MISS MPACTRESISTANCE • • • • • • • • • • 4WSUCKWIDTH • • ••• A8'tHt R�IIDTH'-►{ 48-114• VISIBLE LIGHT WIDTH �� • • • 8• MAX. . T7-1, 7� • Ea """b • • • T• ••• • • T8 BUCKSHEET HEIGHT 4 02.1/4• .!.— VISIBLE Ir MAX. LIGHT O.C. HEIGHT 98' TIP TO TIP HEIGHT I � Ir MAX. O.C. 8' J ra MAX TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES....... 1 � M"ATION9 1 GLAZINGDETAILS„..-,.......... 2-5 DESIGN PRESSURES 2.8 INSTALLATION, FLANGE.......... 8 INSTALLATION, EQUAL -LEG»... 7 INSTALLATION, INT. FIN A.........8 INSTALLATION. INT. FIN B..........9 I+-- S' MAX. O.C. CORNER ASSEMBLY 10 EXTRUSION PROFILES -10 PARTS LIST---- 10 FIGURE 1: 'A, 1r O.C. ZMAX it O.C. MAX / 8• MAAXX f E, SHEET 0. SHEET BUCK HEIGHT 03.1/4• 1 VISIBLE 8' MAX LIGHT O.C. HEIGHT T I T- 46-1/4' VISIBLE LIGHT WIDTH .v ►{ r MAX • • I I ••• •• 83.114• VISIBLE LIGHT HEIGHT 88• BUCK HEIGHT '30• d'DUPONT® SENTRYGLAS 94TERIAYEW BY El DUPONT DENEMOURS & CO., INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 24L ANCHOR SPACING TO BE 8• MAX FROM CORNERS AND it O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. —WIDTH=i F'- WIDTH --1 I I I H+ WIDTH --=i I� Wm --H Tr--- — � co 1 i I+ -----V DTH--�I WOTH -r( T�.-- � T l h—YVIDTH-•^{ I-- WIDTH ►I T T -r — �11 N- WOTH -H TU——",] )+ WIDTH --I 11 I a co � a L -I Ir MAX O.C. I Imo- r MAX, F, SHEET 8 H. SHEET SHEET UWU_ X' I+-- S' MAX. O.C. TYP. EQUAL -LEO FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNM f '30• d'DUPONT® SENTRYGLAS 94TERIAYEW BY El DUPONT DENEMOURS & CO., INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 24L ANCHOR SPACING TO BE 8• MAX FROM CORNERS AND it O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. —WIDTH=i F'- WIDTH --1 I I I H+ WIDTH --=i I� Wm --H Tr--- — � co 1 i I+ -----V DTH--�I WOTH -r( T�.-- � T l h—YVIDTH-•^{ I-- WIDTH ►I T T -r — �11 N- WOTH -H TU——",] )+ WIDTH --I 11 I a \ II/ NN�0�( (4o. o7wLu Z ita %��•'vL STA ` P ''•?�: �"ll;"IsIONAL .�`. A LYNN MILLER, P.E. P"am co � a Q z�to'! UWU_ X' OZ mY J. Z f �? sF z D. Z z 0LU Q O 4 O 08 wens 2 S Z FAK %Ifl '�0 e%m5 \ II/ NN�0�( (4o. o7wLu Z ita %��•'vL STA ` P ''•?�: �"ll;"IsIONAL .�`. A LYNN MILLER, P.E. P"am . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... o 19 N t` Window Design Pressure (+h, psf) for Glass Type 1 TED STACK • '! I"-' • • :'.. • •r • • • C3 ZLL iL m .0W PVB INTERLAYER ' 1 uewp Side 3/10' HEAT 8 GLASS rZ OOO � z 3/1 ANNEALED GLASS 30 718 72 +/-8D 79 080 80 0-80 84 +140 88 +1.89 92 +/Sp 98 +/.so 100 0-8D 104 x89 18x1/2 0-80 • • • • • • • • • • • ` • • • • e • • • •�0o • • • • • • 0S0 +1.80 +ISO +140 +/-80 +1.80 0.80 0SD x1.80 H L Ob 34 +1-80 0-8D a/ 80 +1--90 +140 +ISO +1.90 +ISO +/-8D +/-79.8 *1-79.4 a +680 0-0+150 13 � +680 +/S0 +1.80 x/.79.7 +1-77.2 0=41 +1.73.4 +1-722 36 +140 a1-0 41-80 --+i-Z-*/SO +t-80 +170.1 +1.70.2 +1-72fi +/70.3 +1-68.6 +148.3 38 +ISO alSO +ISO +/-79.8 +t-77.2 7/•74.3 +171.3 a/57.8 +1451 +1434 +/41.8 42 +140 *650 +l-80 +171.4 +)74.3 +1.71.3 +1.6&2 +I -K7 +l -8L8 +159.8 +/ .2 44 +1S0 1 0S0 +1-78.9 +176.4 +/-721 +1489 0.4&8 +/.822 0.49.7 047.6 +1-&5.2 46 NSD 0S0 +1-772 +/-73.8 +1-70.1 41-80.8 +143.5 +/•�.3 +IS7.7 +143.9 ro v� 48 +1-80 41.79.3 +l•7&6 +671.9 048.3 044.9 +14 .5 +I -W2 +145.1 ID 50 +140 41.7/.5 *1.74.1 +/-7e.3 0-88.7 -ml +1-58.7 +/45.8 62 0-79.1 1- 8 0.24 +1.88.8 +1.85.1 -1418 + .87.5 co 54 +1.77.4 at -73.8 +.745 +l-87. +1-73.5 + 495 58 aI.7H8 +172 +1.89.8 +145.3 +1-71.8 58 +1.74.2 +1.70.3 +/•888 +1.73.8 60 0-727 +IA8.7 +t45 62 +1.71.2 +/•07.1 +-7 5 82 1 480 1 +/-7&e 04 +.80.3 • +J•74 87718 +/ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSIONTO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL vw=ws. FIND THE SMALLEST W64DOw SIZE W THE TABLE ABOVE WMCH THE OVERALL DIMENSIONS COMPLETELY Frr WITHIN. o 19 N t` 7110' TED STACK • '! I"-' • • :'.. • •r • • • C3 ZLL iL m .0W PVB INTERLAYER ' 1 uewp Side On) 3/10' HEAT 8 GLASS rZ OOO � z 3/1 ANNEALED GLASS sew o 718 1 72 HWHD F Oe 80 84 • • • •. • • • • • • • mplCTRU 411 UBED T 10& 2 • • • • • • • • • • • ` • • • • e • • • •�0o • • • • • • Aestp4aace No �•.� (J IE ONLY 29 +150 • 6/8' • • .1.80 (8)11.7 O.. MAX +iSO • • GLASS SITE L Ob • • 4S0 +150 +ISO T - *1Sp +1-w mww Daft 1-3 p +150 SHORT SIDE +1S0 a +680 20 13 � +150 +150 +ISO 0-80 GLASS TYPE 1 * SO 040 +/.8p 36 +1-80 71w I. I _--- LO SIDE --►•� +t-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSIONTO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL vw=ws. FIND THE SMALLEST W64DOw SIZE W THE TABLE ABOVE WMCH THE OVERALL DIMENSIONS COMPLETELY Frr WITHIN. 881DIET II / y TABCE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1.1118 NOM. ���....�� 71181 LAMINATED GLASS STACK I I I CLASS STACK 13/18• HEAT 3/1(,. FMPEREDGlASO _ I FJ•! STRENOTHENEDG USED AT CURVED FRAME MEMBERS ONLY ®11.718' O.C. MAX ryVInw, 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAR ABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS., flND THE SMALLEST W WDOw SRE IN THE TABLE ASOVE WHICH THE OVERALL OmewsiONS COMPLETELY FIT WITHIN. 3E GLASS TYPE 3 - 311T ANNEALED GLASS .090`PVB INTERLAYER i fifir GLASS SITE t� SHORT SIDE y LONGI' SIDE 1 -- SHORT SIDE o 19 N t` Window Design Pressure (+N, psf) forGiass Type 3 ��op1 C3 ZLL iL m uewp Side On) rZ OOO � z sew o 718 1 72 7e 80 84 88 F- 88 104 10& 2 30 +/-80 +ISO +140 +150 +1410 +ISO +TSO .1.80 +1-8D +iSO *1.80 32 4S0 +150 +ISO +ISO *1Sp +1-w +680 --+7W-- +150 +1a +1S0 34 +680 +m +150 +150 +150 +ISO 0-80 + 40 * SO 040 +/.8p 36 +1-80 71w + +Lep +t-80 +1-80 +.� 41.80 +TSD +i-80 +.80 38 +ISO 4 -80 +! +689 4 r/ +TSD +140 + d +678.4 +1.74.3 40 +ISO +ISO +/-80 +/S0 +180 +680 +/-70.7 +J73$ +.70 r 42 +l-80 +JSO +1.80 +iSO 0 +140 0-77 +/•73,1 +680.0 +6889 +1-&5.2 44 +ISO +TSO +1.80 + +680 0.77.8 +674.1 +t-70.3 447.5 +143.9 46 +.80 +150 +180 +1-80 +179.2 +17&4 +/-71.7 +14x1 +145.1 ID 48 +/-80 •80 +ISO +150 +677.2 H-733 r/49.6 +/45.8 4 + a/SO + 0-70.4 4. .3 +1-71. + .87.5 52 R4 +/-80 +ISO +140 4-77.7 +1-73.5 + 495 64 +1.80 NSD +1.79.8 +176 +1-71.8 56 +1-80 -8p +1.77.5 +1.73.8 4/-80 +1-79.4 + -7fi.4 60 +1.60 +.77.6 +-7 5 82 1 480 1 +/-7&e 04 +1-7&8 • +J•74 66 +177.2 01-1/8 1 +174.9 881DIET II / y TABCE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1.1118 NOM. ���....�� 71181 LAMINATED GLASS STACK I I I CLASS STACK 13/18• HEAT 3/1(,. FMPEREDGlASO _ I FJ•! STRENOTHENEDG USED AT CURVED FRAME MEMBERS ONLY ®11.718' O.C. MAX ryVInw, 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAR ABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS., flND THE SMALLEST W WDOw SRE IN THE TABLE ASOVE WHICH THE OVERALL OmewsiONS COMPLETELY FIT WITHIN. 3E GLASS TYPE 3 - 311T ANNEALED GLASS .090`PVB INTERLAYER i fifir GLASS SITE t� SHORT SIDE y LONGI' SIDE 1 -- SHORT SIDE LYNN ' No. 58705 0 '• 8TA F W A. LYNN MILER P.E. P.EA RM o 19 N t` a elm ��op1 C3 ZLL iL m uewp rZ OOO � z sew o .- z 0.z .. F rn o N F- 1- QZ O rZ� S z Co hN ap}i •asap eaNes LYNN ' No. 58705 0 '• 8TA F W A. LYNN MILER P.E. P.EA RM . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... TABLE 4: 1.1ne' NOM. GLASS STACK � 7118' LAMINATED MASS STACK 090' PVB INTERLAYER 3116' HEAT ane` TEMPERED GLASS O 1 • 3n8' HEAT STRENGTHENED GLASS 3118' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7ne' AIR SPACE 5 U_ .080' PVB INTERLAYER X m bm • • • • • • • • • O (� 1 O LL O t7 Window Deafen Pressure (+b, pal) for Glass Types 2 & 4 • • • • • • • • S zz S z c a� • •.132 .i7 87-7/8 1 72 76 60 84 88 02. 88 too 1 104 10&42 1 112 116 120 iz 128 • 138 • • -140• 144• 30 +140 *140 a/40 N-60 +14D +140 N-80 ♦1.80 +140 +1.80 +140 +/40 N +1.00 N40 4140 71.80 N -M +1 N40 32 4140 7140 +140 N-80 +140 + •80 +140 +/40 4140 +140 +140 +/•80 040 N40 +1-80 +140 +m +I.W 40 34 +140 7140 + 40 W -se N40 Q-80 ♦ 7140 +/ N40 +/40 +l +140 +140 +140 N40 +140 36 +1-80 71.00 +140 N40 +140 +/40 +140 +140 0.80 +1-00 N ♦/40 +140 N40 + t680 +140 +/.6D *1.80 +140 +46D +/.80 4140 +1.80 +140 +460 + N40 +140 71.80 • • • • • • • 40 t/40 --;/•80 + 7180 +140 +180 +/ +.80 +180 +/ 80 t +140 +1.80 f-80 +140 N40 +r40 + +/a +140 ♦1.80 +/ +140 44 +/•W +140 +140 +140 +/4D +480 +140 +140 +/4D t/40 46 N-80 +t +140 40 +1 t N40 + +1-80 48 +/40 +140 +140 4140 +14D +/40 +140 +140 50 440+140 +/-80 +/-80 +1.80 ♦ +480 62 4.811 + +140 41.80 +140 +149.1 rA +1-60 +/-80 +140 +1-80 7-78.8 68 +1-80 +1.80 a/.80 +479.1 58 N.80 4140 +140 6D +140 +/4D +1-70.3 02 T.- + 40 -amu ea */40 +I 6e +"a al -718 +1.80 NOTES: 11 RACK nIMFMMMA M4nVJM_ FM7 M AUMM MMnMM w MTD&flr 4- FH RA TMR TTP Tn_THP nIMPIM M Tn rIMMUMMp TMt: RI Inc nMPMAInM. 2) FOR SIZES NOT SHOWN, ROUND 1P TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHTEOTURAL WINDOWS, FIND THE SMALLEST WINDOW BI2E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WffHK 7n8' LAMINATED GLASS STACK 3118' HEAT STRENGTHENED GLASS a USED AT CURVED FRAME MEMBERS ONLY 29 @ 11-70 O.C. MAX 1-3 CR a USED AT CURVED fiv GLASS BTfE FRAME MEMBERS ONLY @ 11-718' O.C. MAX. GLASS TYPE 2 ar GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �•+-- LONG SIDE SHORT SIDE SHORT L IL --4 SIDE +— LONG SIDE —►{ T - SHORT SIDE j LONG SIDE SHORT r� SIDE • • • z N C A 1.1ne' NOM. GLASS STACK � 7118' LAMINATED MASS STACK 090' PVB INTERLAYER 3116' HEAT ane` TEMPERED GLASS O 1 • 3n8' HEAT STRENGTHENED GLASS 3118' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7ne' AIR SPACE 5 U_ .080' PVB INTERLAYER USED AT CURVED fiv GLASS BTfE FRAME MEMBERS ONLY @ 11-718' O.C. MAX. GLASS TYPE 2 ar GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �•+-- LONG SIDE SHORT SIDE SHORT L IL --4 SIDE +— LONG SIDE —►{ T - SHORT SIDE j LONG SIDE SHORT r� SIDE • • • z N C A l.YNN1 `�`��`:'�GENSB'•�'P ��i T4c .• No. 58705 *a ����T�'•. FLORIOP.•�G=: A. LYNNI IMn FR PP. P"Wm a � O 'n r4 N alo0 O 1 `— fV O � 5 U_ X m bm h O 0 O (� 1 O LL O t7 ZLLI � S zz S z c a� 0017 .i7 l.YNN1 `�`��`:'�GENSB'•�'P ��i T4c .• No. 58705 *a ����T�'•. FLORIOP.•�G=: A. LYNNI IMn FR PP. P"Wm . . ... . . . ... .... . ...... . . . . . . . . . . . • ••• • ••• • • 7118' LAMINATED • • • • • • • • • GLASS STACK •- • • • • • as • • • 'ic-mm. A ~VA 0.0 .:. . 3116' ANNEALED GLASS 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11718' O.C. MAX. N.J.0 1) BACK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TOLTO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 2) FOR SIXES NOT SHOWN. ROUND UZ TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION - 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO RMGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FN -FRAMED WINDOWS, Window Design Pressure (+1•, psn forOless lype 5 Eft") 01718 72 78 80 84 Be 92 98 100 104 IWV2 30 401.125.4 +801-120 +94-1155 ;94.111.5 +901-108.6 t -108 +801-104.5 +901-103.5 +90!-1028 +901-10D.7 +9d-97.9 +96-1158 +901-1127 +W-109.9 32 4W-116.9 +99'-1 0.8 + _ 3 +94-101.8 +90/•987 +901-95.7 +901-923 +9Q1-90.8 +90-10.3 4.69.9 +/-09 +90(.123.1 +94-1154 ;901-111.7 +90!-107.5 +901.03.6 34 +@1-1089 +90 403 +901-988 •95 +901.91.8 +I.M2 +1.84 .4 +/•01.5 *180.1 +179.6 +f-79.4 -97.3 38 +901-1028 40!•97.1 +90%928 +180.9 +185.6 4$28 N-79.7 +1-772 N7b.1 4-73.4 +/-722 +1.84.9 38 + .984 +Np-92 +1.88.7 +f83.2 +1-80.7 --+•761 -752 +1726 a/-70.3 4•@.6 +!•60.3 +W1 40 +901-94.8 486.2 +).82,8 N-788 H-772 +.74. +/-71.3 -•87.9 +851 N$3.4 +1-61.6 +149.8 42 x901-91.3 +184 7 -7-9-8 7 +/77.4 +-74, +-713 N 88.2 +1617 +181.8 --69.8 x1.58.2 +187.5 4 -1418.3 4.824 +1-78.9 +1-784 +172 +.88.9 0 .8 7-822 +11%7 +1.57.6 +/-Kl +1851 48 +188.4 +1.011.8 +177.2 +1.73.8 +1-70.1 +1888 +/-83.5 +1.883 757.7 +189.6 --W--W8 +/- 7 +T79.3 + 76.8 +1.71.9 -Ti.883 48L9 +-8.5 +1582 +1-71.3 +197. +l-�.9 +-77.6 -+177-4f-+ - .3 7.86.7 +1 1 x /-73.6 +1886 g +1.781 7.738 +1.72-8 ;/.88.8 x/.85.1 +/•78 +-718 +1.77.4 +173.8 +1.70.6 +fBi.3816 +181.4rA E664 + - 8 +17 +I +!85.3 1-79.460 +174.2 +J-70.3 N-88.8 +1821 ;1-77.6 +1.727 tf 88.7 al 85 +1854 +175.8 +1.71.2 +187.1 04-•758 1 7-74 +887 +185.6 65 1 +1-77.2 88 +/•1.3 67.718 1 +1-7t9 87-718 I +/-a . . ... . . . ... .... . ...... . . . . . . . . . . . • ••• • ••• • • 7118' LAMINATED • • • • • • • • • GLASS STACK •- • • • • • as • • • 'ic-mm. A ~VA 0.0 .:. . 3116' ANNEALED GLASS 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11718' O.C. MAX. N.J.0 1) BACK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TOLTO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 2) FOR SIXES NOT SHOWN. ROUND UZ TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION - 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO RMGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FN -FRAMED WINDOWS, EXTEWOR a • ••• • • • • •• • GLASS BITE LONG BIDE• • SHORT 13 200 SIDE GLASS TYPE 6 1' �••F-- LONOSIDE --►� T - SHORT d/ SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 14ttirNOM GLASS STACK 7118' LAMINATED GLASS STACK 3116•TEMPEREDOLA88 f 3f18•ANNEALEDGLASS mer ANNEALED GLASS 7116' AIRSPACE _.x.090' SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAC. rvu l e•: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUSTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZE8 NOT SHOWN, ROUND _WTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW 81ZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 Bf8' GLASS SITE SHORT SIDE LONG SIDE j SHORT SIDE y10ENSF''•�� ` No. 58705 1 ,• STATE /37.". 3 . A. LYNN KOIB;, P.B. P.E.058705 Window Design Pressure (+N, psf)forGlas9 Type 7 677/8 72 76 80 84 as 92 08 1 100 104 109.112 30 +901-130 +991-130 +90f-130 fW-1 +0.122.5 +901.119.8 +90/-118 +901.117 +96-1158 +901-1127 +W-109.9 32 +94. 30 +944251 +901-118.9 +944".8 11.6 +@-1081 +901-104.3 +9111.1024 +901-102 +801-101.4 +94.99.7 34 +90(.123.1 +94-1154 ;901-111.7 +90!-107.5 +901.03.6 +94.99.7 +901-95.3 +90-9L1 +901.98 7.90 +/•89:8 30 + .418 +.1018 +901-104.8 +98'-100.5 +99/-9.8 94 +801-93.3 N -9D -97.3 +141CO 4823 +1.81.2 38 +w.111.2 +w.io .2 +901.97.9 +99!-91 + .9 1 + 2 7-84.9 +1.84.9 +W84 +1.76.4 +1.74.3 40 +W@ -1 9 + 89 .8 90-93 +.4 -;70-801 *1-872 +14 -V- -5 +1787 +W1 +/-78 42 +94-1012 +94457 + •912 +187.4 +184 -+F8-0T- ;1-77 a(-711 +149.8 +/-80.9 +-852 44 +9(I/49.7 +94-911 +1.69.1 +/ +1-81.4 +177.8 +1-74.1 +170.3 +187.5 4-63.9 48 +94.935 +9441.3P14 -183.2 ;l• 2 ;1.754 +171.7 +/-Kl +1851 48 +94.916 +189.8 +181.2 +W.-2 +1.713 +189.6 --W--W8 + 91.4 -87.8 +/-79.4 +/• +1-71.3 +197. 62 +1884 +146.6 1.77.7 /-73.6 +1886 54 +187.5 +1814 +/•78 +-718 50 +1838 +181.4rA +1818 1-79.460 +1821 ;1-77.6 62 +1854 +175.8 04-•758 1 7-74 65 1 +1-77.2 67.718 1 +1-7t9 EXTEWOR a • ••• • • • • •• • GLASS BITE LONG BIDE• • SHORT 13 200 SIDE GLASS TYPE 6 1' �••F-- LONOSIDE --►� T - SHORT d/ SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 14ttirNOM GLASS STACK 7118' LAMINATED GLASS STACK 3116•TEMPEREDOLA88 f 3f18•ANNEALEDGLASS mer ANNEALED GLASS 7116' AIRSPACE _.x.090' SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAC. rvu l e•: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUSTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZE8 NOT SHOWN, ROUND _WTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW 81ZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 Bf8' GLASS SITE SHORT SIDE LONG SIDE j SHORT SIDE y10ENSF''•�� ` No. 58705 1 ,• STATE /37.". 3 . A. LYNN KOIB;, P.B. P.E.058705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ON TES: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1• FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND LLP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WN)OW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL4.EG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/18' LAMINATED GLASS STACK 3118" HEAT STRENOTHENED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 011-7/rO.C. MAX. 1-3 EXTERIOR a 1-1118' NOM. GLASSSTACK 7118' LAMINATED GLASS STACK 080'80INTERLAYER 3H8' HEAT 3H8`TEMPEREDGU188�3H6' HEAT TSTRENGSTRENGTHENED STRENGTHENED SHB' HEAT 8TtRENGTHENED GLASS STRENGTHENED GLASS Window Design Pressure (+/•, paf) for Glass Types 81i 8 .090' SG INTERLAYER . . LOW on) • � •n+'133'0 67-7/8 72 78 86 84 85 92 100 104 109-1/2 112 116 120 2 128 IV • 138 30 +906 30 + 4 + 1 +981.1 +861-130 +901130 + .13D +Wt -13D +901-130 *90!.130 +901-130 +W -13D + -130 +90/•130 +901.1 + .1 + .130+90613032 +861.130 a 4 +961-130 +90!-130 TU -13D *_1- 30*0.130 +901-130 + .1 +9 30 .1 *9061 *901.130 +♦ +901-13D +806130 •130 + .139 +906 34 +86!-130 +901-130 +90!•130 *906130 +0-130 +W43D +906130 +901.130 +9Q6130 + -130 + •130 +901130 •130 + +9061 +901130 +901-13038 +906130 +901- 30 13D +90/-1 -1 +901.130 +906130 +>O!. 30 T -1 +901-13D +f0!- 30 -130 + . 3D + -130 +901.130 39 40 +901.139 +9a -13D +906 30 +M.13D + .130 +906130 901-130 *901.130 +901-130 +861.130 1906130 +OW -130 *4p/.130 +901.130 •13D +001-130 +986-130 +901- 3D +9011.1 +906130 +�1-130 + -128.8+90/g23.2 agD6122• +901- 2 2 *90/-127.3 • • • • ••• • 42 +901.130 + -130 +901.190 +901-130 +901.130 +861-130 *8611_ 30 + .128.3 +986.123.2 +9ry-119.7 +906118.4 44 +901.130 +906130F11111D 0 +90/-130 +901-130 *W-130 +90!.130 +861-124.6 +9d-119.4 +D0/--116 6 ;901-130 +901-130D +9D/-130 +901-130 +9061 *96'-128.9 +986-120.6 +9p6116.3 • • • • 48 —+W-130- 1906130D +9DI.130 +901- 3D .7 +T�1.123 +9d -118.b ro 60 +W.130 +9061300 +906130 +86!-130 +90-128.2 +89.41-119. 52 t901-130 +Q1-1300 +90!•130 +x/•130 +86.81-123 54 +901-130 +901.1 0 +9 - 30 +88.8/127.1 50 ;906130 +901.1 *69.41-12968 +901.130 +901.1303060 +906130 +901.130 79. 62 +901-130 +g0p.13D 64 +906130 -130 68 *M130 87418 +90/•130 ON TES: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1• FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND LLP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WN)OW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL4.EG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/18' LAMINATED GLASS STACK 3118" HEAT STRENOTHENED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 011-7/rO.C. MAX. 1-3 EXTERIOR a GLASS TYPE 6 USED AT CURVED sm GLASS SITE FRAME MEMBERS ONLY 11-7/8' O.C. MAX. 8/8' GLASS SITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE SHORT SIDE LONG SIDE —►� SHORT SIDE i I LONG SIDE LJ1 SHORT SIDE a 3 'ADS }U' N 't BioO � OA g W Z UU X12 � O Z m 0 0 o�ea Z o o Q `oS O +- z D z Z F w g m� O Q � c a� �m •neo �s It LYNN `� �'t�•• VGENSF' • :� ��i ' No. 58705 '7 t r3 lu= STAT F A LYNN MILLER. P.E. P.EB 68705 1-1118' NOM. GLASSSTACK 7118' LAMINATED GLASS STACK 080'80INTERLAYER 3H8' HEAT 3H8`TEMPEREDGU188�3H6' HEAT TSTRENGSTRENGTHENED STRENGTHENED SHB' HEAT 8TtRENGTHENED GLASS STRENGTHENED GLASS 7118' AIR SPACE .090' SG INTERLAYER GLASS TYPE 6 USED AT CURVED sm GLASS SITE FRAME MEMBERS ONLY 11-7/8' O.C. MAX. 8/8' GLASS SITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE SHORT SIDE LONG SIDE —►� SHORT SIDE i I LONG SIDE LJ1 SHORT SIDE a 3 'ADS }U' N 't BioO � OA g W Z UU X12 � O Z m 0 0 o�ea Z o o Q `oS O +- z D z Z F w g m� O Q � c a� �m •neo �s It LYNN `� �'t�•• VGENSF' • :� ��i ' No. 58705 '7 t r3 lu= STAT F A LYNN MILLER. P.E. P.EB 68705 EDGE DISTANCE INSTALLATION TYPE A 4 WINDOWBUCK_OR HEIGHT a TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2 -W 6 612 STEEL SELF -DRILLING SMS (GS), SEE TABLE S. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THtS SHEET r1/4' MAX SHIM I+ Jl OD SUCKSTRIP, S OTE 2, THIS SHEET EMBEDMENT ' •� • "' .. ' 1 • _ EDGE �TYP.ANCHOI DISTANCE AND EDGE D SUBSTRATE, VERTICAL SECTION B -B Anchor Substrate O0.t e Min. Embedment MIXOAO . . .. .. . . . . . ... . . ... . . . ... . . .. .. . . . . . . . . . . . ... 2X WOOD BUCKSTRIP INSTALLATION .. 8outhem Pore (SGS oAw • IIlSTALLY4T10Ne • • • • o •� • OR P�TH 2. THIS 812 or 41410 row TYPE C • •Typ9(3 • _L I • m�uMEc • 318- 0.083` • EMBEDMENT 1X WOOD BUCK• •BTRIq• • • • • ' :. i:• •• • • • • i 12' 1/4- MAX SEE NOTE $ THIS SHEET 12• • o' '�. ANminum, 8089- mbf. Q EMBEDMENT 1 SHIM 8U 8tae18erew{O Sted 31w •: •.'' 12 1 ••. 318- TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 12• •• EDGE _tL—L1 a i., yt EDGE�'� v4• ate 88 SEE TABLE S, THIS SHEET • • 1414' . � � • � '•:, 't' �D18TA]tG8 • mtn 2.6611 DISTANCE .• ! 8 12 • m2 (roN. 2.86 & , !' •: • i/4"MAX • •• Un q ted MU, (ASTM 090 2-vY I-ve 12' •'•.' . •"• . it. •' •. • • 1 SHIM 414' 12 1 • • 1-1w 1414- 12 TYP.ANCHORTYPE. ••/ �'• /'•t..,•:"i 2.112' 1 1-314- t2 '.:,�'.' -EMBEDMENTANDEDGE •'' DISTANCE PER SUBSTRATE, . SEE TABLE 8, THIS SHEET 11 "• `• USED AT CURVED • EXTERIOR FRAME MEMBERS ONLY (8311-7/8' O C. MAX CONCRETEICMU 4 11 6 . , a : •, PERANCHOR V1318LE = REQUIREMENT WIDTH - 2-31 WINDOW BUCK WIDTH CONCRETEICMU TIP TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT 1/4•MAX.SHIM HORIZONTAL SECTION A A / 612 STEEL SELF -DRILLING SMS (GS), SEE TABLE S. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THtS SHEET r1/4' MAX SHIM I+ Jl OD SUCKSTRIP, S OTE 2, THIS SHEET EMBEDMENT ' •� • "' .. ' 1 • _ EDGE �TYP.ANCHOI DISTANCE AND EDGE D SUBSTRATE, VERTICAL SECTION B -B Anchor Substrate O0.t e Min. Embedment MIXOAO mm .. 8outhem Pore (SGS oAw rl Fr' 812 or 41410 row Al MMM 808378 min.3w o.W* A38 Steel 318- 0.083` • 12• Steal Stud Gr. 33 n. 0.048'(1800* 12' P.T. Soumem Pore O=0 8/t8' 1316• 12• ANminum, 8089- mbf. airASS 8U 8tae18erew{O Sted 31w 0.0or 12 899Stud Or. 33 f J 318- 0.048. 18 Ga • 12• d CMU, (ASTM C 2.1/2 1-0/4• IT v4• ate 88 to (min. 3.36 8s3 I. 1414' 12 mtn 2.6611 1' 1314' 12 Or steel tmmoon m2 (roN. 2.86 & 24/2` 1418- 12 Un q ted MU, (ASTM 090 2-vY I-ve 12' ASTM C4t0 2• 414' 12 8118' Steel Ullman o (min. 3.6 b 1-1w 1414- 12 G CMU BTM 0-80 2.112' 1 1-314- t2 INSTALLATION NOTES: 4T 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUM DEPICTED ON THIS SHEET AS -IX-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-IX.1X WOOD SUCKS ARE MEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 7X• ARE 1-v2 THICK OR GREATER. PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING LE 8, THIS SHEET JURISDICTION. 3. FOR ATTACHMENT TO METAL• THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. aux M a C9 C4 y h z� 13a! §a Z m O C7 0/AO oOp z r Z d Z .. LL O Z QD ® Z � Iea48 z o w cc LYNN A// .ENSF•4F,p /, it 140.68706 t1 3 .', lu A E O A. LYNN MILLER. P.E. EDGE DISTANCE INSTALLATION TYPE E WINDOW BUCK W", VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 24l4 2X WOOD SUCKST OR FRAMING, SEE NOTE 2, THIS SHEI EMBEDMENT EDGE DISTANCE T1141 MAX r INSTALLATION TYPE 0 .---�— EMBEDMENT - - t SHIM 12,�a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . 1111... 1111 i • TY? Fi • •• • •• • 1XWOOD9UCHSTRIP. • • • SEE NOTE 2, THIS SHEETS • • ::i : �' • • • • TYP.ANCHORT1PE.EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. EDGE . •. •. '••DISTANCE SEE TABLE 9. THIS SHEET • i • • INSTALLATION TYPE H EXTERIOR MIAMI -RADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9.7HIS SHEET • P " �r CONCRETE/CMU PERANCHOR REQUIREMENT Anchor • Mh Obt" TYP. ANCHOR TYPE, •..: f : :: ^ P.T. Southam a C45 EMBEDMENT AND EDGE •:' f '• •. t IF DISTANCE PER SUBSTRATE. 2' 11 SEE TABLE 9. THIS SHEET Steel Stud Or. 33 min. 318" 0.048' 18 Oe EXTERIOR USEDATCURVED FRAME MEMBER ONLY @ 11-T/8' O.C. MAX. '• %' '�• ' • •! •:. - CONCRETE/CMU TI 11 �V/ 1.•. VISIBLE U WIDTH = I 5 WINDOW BUCKK WIDTH • 2.3/4• 1318` PER ANCHOR Aluminum, 80103.75 318• 0.0W Steal 0.083 • tr 12• REQUIREMENT �� WNDOWBUCKWIDTH 1/41410 SS CmteFtex Urr9roulNd CMU, TM C-90 HORIZONTAL SECTION C -C 1/4' MAX. SHIM � Conoreta kNrL 3.35 kap T 1314' 812 STEEL 1/4• steel 19treaon SELF -DRILLING SMS 1• 1314• (05). SEE SHEET Concrete, (min. 2.86 2-11Y t 8• 12• THIS 1r TABLE V. INSTALLATION TYPE H EXTERIOR MIAMI -RADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9.7HIS SHEET • P " �r CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrate Mh Obt" Min. EmhadmeN 8�hm 812 or 814 410 88 Screw P.T. Southam a C45 1 8 IF Alnm6mm ��� nvrL 318' 0.083 2' A388teel 318' 0.093• • tr Steel Stud Or. 33 min. 318" 0.048' 18 Oe 812 or 814 Steel Screw P.T. 8oullam P 80 0.88 101 r 1318` 12• Aluminum, 80103.75 318• 0.0W Steal 0.083 • tr 12• Bleat Btud Or. 33 min. 315` 0.04E-409) • 1r 1/41410 SS CmteFtex Urr9roulNd CMU, TM C-90 2-1/2 1.1 12' Conoreta kNrL 3.35 kap T 1314' 12` 1/4• steel 19treaon Concrete min. 2.85 ke 1• 1314• 121 Concrete, (min. 2.86 2-11Y t 8• 12• Un9rouled CMU. ( C -SD) 2-117 1-1/4• 1r Grouled CMU 4 C-90 2- 1414" —Ir 6118' Steal Uikacar Concrete (rNn. ke0 1-1/4• 1314• tY 0rouled ABTM C40 211/7 1 4 12• I v„4•MAX8f8M • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE --��•• 1X WOOD SUCK9'TRIP, SEE NOTE 2, THIS SHEET ',� EMBEDMENT 'n•: i.: CONCRETE PER - •*' ': • . y ; ANCHOR REQUIREMENT INSTALLATION NOTES: • ,. s , ; . •; •`` y 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ” INSTALLATION 2. WOOD SUCKS DEPICTED ON THIS SHEET AS 11X•. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-,r.,X WOOD SUCKS ARE I EDGE TYPE F K� TYP. ANCHOR TYPE EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE VYOOD BUCK DEPICTED AS 1WARE 1.12' THICKOR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE 9, THIS SHEET JURISDICTION. VERTICAL SECTION D -D 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SRE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. d N �x 8 D a N 4vjcV g N ur li t- W UU_ XN m O 0 9n1d d8 O -;i az 0 o O � n taevs z Z z W �° oil a101. 73gi0 sotms �J� OrYI LYNN d9/����i� ` * No. 58705 • STAT • A. LYNN MILLER. P.E. P.Hdam ••. • ... .. ..• . . . .. •. . . . . . . . . . . . • • • • e • • • TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP • • • • • • • • • • • EMBEOM74TANDEDGE EMBEDMENT OR FRAMING, SEE INSTALLATION • •INVMLLRTIONo w • • •: s• DISTANCE PER SUBSTRATE, SEE NOTE 2. THIS SHEET • •• • TYPE J E K TABLE 10, THIS SHEET EDGE EDGE • • w • • • • • • e • • • • • • • • INSTALLATION DISTANCE p DISTANCE 114• MAX r.-- SHIM EDGE DISTANCE —►{ pRODUCr N1MitVED TYPE 2X WOOD BUCKTRIP 2X WDOD LiUCK8T EE e • • • • • e • • a o �TH OR FRAMING. SEE NOTE 2OR IS SHEET• • • • • NOTE 2, THIS SHEET • • • • • • PA compift Uri lim§la BwuIu2 0 114'MAX • •• • • TYP.ANCHORTYPE,EMBEDMENTAND • • • • • • A t�2. PlaneaMO q a t?Z! 3 BRIM EDGE DISTANCE PER SUBSTRATE, • • • • • 4 6 SEE TABLE 10. THIS SHEET MIwd C EMBEDMENT 11 3 EMBEDMENT USED AT CURVED 28 FRAME MEMBERS ONLYL `V J: <:3 @ 11 -TW O.C. MAX. EX94 L TERIOR WINDOW 4 11 a BUCK VISIBLE LIGHT WIDTH a 5 HEIGHT 114• MAX.BHIM �•r-- WINDOW eucK wroTH-a-3�4• p � WINDOW BUCK WIDTH } N ti otn0 �'+ N � VISIBLE INSTALLATION HORIZONTAL SECTION E -E o O z ,�8 n d HEIGHT TYPE L y •- o WINDOW {Zy�Qr ~ '+' O SM HEIGHT - 910 STEEL SELF -DRILLING SMS 23H4' (G5), SEE TABLE 10. ... O THIS SHEET TABLE 10: Q d Anchor Substrate M• Edge Mex. O.C. Distance 9 a ej� co 2-11r x .113° Box Nall P.T. Southam Pine O� &3 BMG B ® Z z t 2.112' x .131' Common NsU P.. Southam Pine SGm0.B6 318' G 2-112' x Roo Nall P.T. southern Plna 80+0.88 3/8' 61 'S p F N f2 21 g 2X WOOD 11UCKSTRI+ .146• P.T. Southam Pine SGa0.88 112' a, tOOTIiIOR NG SEE OR ITWB 0.Q93° Aiuminum, SOti3-TB min. 8/161 G 810 x 1' Steel 8crevP Z NOTE SHEET 11161 A36 Sleet 81161 61 o g 6 0.04tA 180a 91ae1 C;r.33 81161 G 1/4' MAX SHIN MIAMI -DARE APPROVED MULLION • MN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEPERATE STEEL STEEL N FRAMING OR STUD., LL U. SEE SUBSTRATE PROPERTIES. LeM! '�ao a5 INSTALLATION TABLE 10.THIS SHEET TYPE Jp VYNN EDGE DISTANCE `���`ON.� . INSTALLATION NOTES: •., � 1YP. ANCHOR TYPE, EMBEDMENT �— EMBEDMENT I. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT EDGE DISTANCE LIM8T8. = k r Na. 58705 AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 104 THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1X. IX WOOD BUCK ARE 7�1'>:•••--• 13 (U — 1�F OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCK DEPICTED AS'W ARE 1-1/YT-ICK OR GREATER t,• A ; !. S : VERTICAL SECTION F -F INSTALLATION TO THE SUBSTRATE OF WOOD BUCK TO BE ENGINEERED BY OTHERS OR AS APPROVEO BY AUTHORITY HAVING�� JURISDICTION Z� ��L� •. .......... SjSIONA\- 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL. SUPPORT TO THE WNDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MILLION NOAAPPUES TO WHOLE SYSTEM. A. LYNN MILI,ER, P.E. P.EJ 58M INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO • MORE THAN S' O.C. a MAP! WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2.3W INSTALLATION TYPE N EMBEDMENT EDGE DISTANCE r EDGE 2X WOOD SUCKSTRIP OR FRAMING, SEE DISTANCE/—NOTE 2. THIS SHEET IEMBEDMENT � --b14' MAX SHIM -TYP.ANCHORTYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET r/ 1 USED AT CURVED �� II I IIII/1� 1I I FRAME MEMBERS ONLY DISTANCE I I I I 1 {II I I I tN 11-7/8' O.C. MAX. CONCRETE/CMU PERANCHOR IEOUIREMENT iiiu INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO MORE THAN 8' O.C. 012 STEEL SELF -DRILLING SMS (06), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M 11 FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, 114• MAX ANCHORS MAY BE NO SHIM! • MORE THAN S' O.O. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE & THIS SHEET . • ••• . . . .•. •. .. . • . .. •. • . . . • . . . . • . INSTALLATION • • w EMBECV:NT i w • • • • • E • • • • • ♦ ::: :v .'t • • 1X WOOD SUCKSTRIP. SEE NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 11. THIS SHEET • s Imo- VISIBLE uarrr WIDTH • %6 WINDOW BUCK WIDTH - 2.314' WINDOW SUCK WIDTH - i 21 PE, � EXTERIOR S EMBEDMENT AND EDGE DISTANCE PERSUBSTRATE. G�J Son 80.0.68 SEE TABLE 11, THIS SHEET 1.318' MWWDADEAPPROVED MULLION A36 Steel 316' 0.063'' (SEE SEPERATE NOA), ALUMPAJM, Steel Sl Gr. 33 min. 318' 0.048' fis Ge • �114"MAXSHIM STEEL FRAMING OR STEEL STUD. . Southam Ph* G=D. 9116' SEE SUBSTRATE PROPERTIES, Ir TABLE 11.THIS SHEET 1X WOOD BUCKSTRIP, Q SEE NOTE 2, THIS SHEET VERTICAL. SECTION H -H HORIZONTAL SECTION G -G Anotior a ' owl ed l nceP.T. MIO. EMbedment MOL D.C. 11P8' 012or014410SSSomw Son 80.0.68 0116' 1.318' T6 316' o A36 Steel 316' 0.063'' S• Steel Sl Gr. 33 min. 318' 0.048' fis Ge • 8' 012 or 014 Steel Screw (G5) . Southam Ph* G=D. 9116' 1318' Ir •! d�• 8` .•v �� EDGE DISTANCE Sleet Shat Or. 33 mh 318' I 0.046. 18 Go)' 8' CONCRETEICMU CM ASTM 0-90 PER ANCHOR 1 1-1/4' REQUIREMENT Conorde(mtn.3.38 1'1 1314' EXTERIOR 114' Sled Ulmoon 0 Anotior Subetmte owl ed l nceP.T. MIO. EMbedment MOL D.C. 11P8' 012or014410SSSomw Son 80.0.68 0116' 1.318' T6 316' o A36 Steel 316' 0.063'' S• Steel Sl Gr. 33 min. 318' 0.048' fis Ge • 8' 012 or 014 Steel Screw (G5) . Southam Ph* G=D. 9116' 1318' Ir =--106003-75 X3.75 mU' 318` 0.083- • 8` A30 Steel 318' 0.083' • 8• Sleet Shat Or. 33 mh 318' I 0.046. 18 Go)' 8' 114.410 SS OaleFlaxUnsfouted CM ASTM 0-90 2-U2` 1 1-1/4' 12" Conorde(mtn.3.38 1'1 1314' tr 114' Sled Ulmoon Concrete Gln. 2.85 ksQ 1—we 12 Ommmte mN. 2.85 ka 2 -Ur 1r Unwaitted CMU ASTM C• 2.112' 1-1/4' . 1r C90 2-U2` 13/a• 1r 8118' Steel Uumcon Concrete min. 3.8 k 1-U4• 13/d' tr GmuledCMU -- G•90 2-1/r 1.314• 12, RUN.Ut-41MtWMJb=TWPW ire:aaa Int.ayoarn I - INSTALLATION NOTES: ' 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS - 2. WOOD SUCKS DEPICTED ON THIS SHEET AS -1X', ARE BUCKS WHOSE TOTAL THICKNESS I8 LESS THAN 1,U2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS •2)P ARE 141rTHICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL- THE STRUCTURAL MEMBER SHALL BE OF A SDE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION RDA APPLIES TO WHOLE SYSTEM. as ag a !LYNN �'���• �CENSF • ��F,P ��i± * ' No. 68705 ' �••�- STA Ot� •�[/w� SS%NAL A.LYhNII.LISi,PJi PAAaa a8 ASSEMBLY DETAILS FOR FLANGE QUAL-LEG FRAMES ANGLEDICURVED FRAME ASSEMBLY WFZ, m10ALLCORNERSTOUSEGASKET I AND/OR SEALANT L -LEO FRAME FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS O Item # PGTPart# Description Material 1 00'CORNER Flanged Frems Alum, 606376 I 4286 FRAME ASSEMBLY 1 10 I ALL CORNERS TO 3 USE GASKET Integral Fin Frame ANDIOR SEALANT 4 4265 711W Lemi. Glass Beading Alum. 6063.78 6 t / Alum. W83 -T8 Sa IA / Installation Fastener Omer Aklm. 606376 EQUAL•LEG FR 4924 FLANGE FRAME O 10 ANGLEDICURVED FRAME ASSEMBLY WFZ, m10ALLCORNERSTOUSEGASKET I AND/OR SEALANT L -LEO FRAME FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS O Item # PGTPart# Description Material 1 42830 Flanged Frems Alum, 606376 2 4286 OWW489 Frame Alum. 506348 3 4258 Integral Fin Frame Alum. 6063.78 4 4265 711W Lemi. Glass Beading Alum. 6063.78 6 4254 I.G. Glass Beading Alum. W83 -T8 Sa 4270 Installation Fastener Omer Aklm. 606376 Sb 4924 installation Fastener Caen RIgld PVC 10 706680 Gasket (at g0" comer )tints) Polyethylene 11 TP24718 Vinyl Bulb Weatheratdp Flex PVC. Duro. 65 +1-1 13 Dov 899, CSE 7700 Silicons a Equiv. 20 71852K Selling Eloak, Mona 3F18" x 7116'x 4" Neoprene. Gum. 85 44.1 21 71704AK SetUng Block, I.G. 3116" x 1-3132" x 4" Neoprene, Dura 85 +1-1 22 DURAK716 7116° DumSeal Spacer 26 #8 x 1-114' FH SMS stainless Steel 30 781PQX 08 x 1" Quad PH SMS Stainless Steel ABP ! t.— A7P Aar 1.878' FLANGE FRAME 04263C, 6083-T6 1 � �"ur� .070' ty�- .878' �� I� �— AI1601� 7/18" LAMI OGLASS BEADING #4255,0063-T6 . • ..• • • . .•• . • • • . • • . • . . • ••• • ..• • • ASSEMBLY DETAILS • • • • i • • • • • i i FOR FIN FRAMES Is a • • • • • • • • •• ••• •• :•: ED .0 MBL • ••• 90'CORNER • • ••• • • ••• ••• FRAME ASSEMBLY MITERED FRAME WITH WTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW 8096E3. SEAUINTATALLCORNERS [.-- .348' .876• T—..II..— •pap• iI.G. GLASS 5 BEADING #4264,6003 -TB .00P 2.7►84-1I�— .074• 082" 1.376' 1_. b00• i-% 2- 438' 1.12r + A7i 3 FIN FRAME #4258,0003-T5 1A37' .060 INSTALLATION g8 FASTENER COVER #4270.0083-T6 09�lr 074' Ar 1.376' i .600• .436' --.��+.— .OBpf0A06• 1 EG FRAME OEQUAL #4285,6063-T5 [.-- .348' .876• T—..II..— •pap• iI.G. GLASS 5 BEADING #4264,6003 -TB .00P 2.7►84-1I�— .074• 082" 1.376' 1_. b00• i-% 2- 438' 1.12r + A7i 3 FIN FRAME #4258,0003-T5 1A37' .060 INSTALLATION g8 FASTENER COVER #4270.0083-T6