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WS-14-2036Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219927 Scheduled Inspection Date: January 30, 2015 Inspector: Rodriguez, Jorge Owner: PETERSEN, CARSTEN Job Address: 1209 NE 98 Street Miami Shores, FL Project: <NONE> Permit Number: WS -9-14-2036 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)807-2221 Parcel Number 1132050090230 Contractor: M & A WINDOWS INC Phone: (954)298-7575 tsuuamg uepanment comments REPLACING EXISTING 23 WINDOWS AND 4 DOORS Infractio Passed Comments WITH IMPACT RESISTANT WINDOWS AND DOORS I INSPECTOR COMMENTS False Inspector Comments Passed ua_ Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 29, 2015 For Inspections please call: (305)762-4949 Page 6 of 34 1 111 1 1 1 111 1 WINDOW ANCHORAGE MAXIMUM WINDOWS SIZE: I I IX51 MAXIMUM PU55URE: ±GO P5F APPROVAL: NOA I I -1 1 14.04 v v 0 o v ° 1X1 PT WOOD BUCK v' a a 1/4' TAPC❑NS WITH 1 3/40 MINIMUM EMBEDMENT SPACED ... °D. AS PER PRODUCT APPROVAL WINDOW FRAMING AS PER NOA TYPICAL PERIMETER DETAIL WINDOW FRAMING SECURED TO WALL V v 5 \L 2L 1 1 1 MAX. 1 1 1 MAX. 3 3 3 3 131 l3 11 11j—}-�11j ll 13j--[--13jj X `0 (n Imo_ X � II I I I I 1 111 1 1 1 111 1 WINDOW ANCHORAGE MAXIMUM WINDOWS SIZE: I I IX51 MAXIMUM PU55URE: ±GO P5F APPROVAL: NOA I I -1 1 14.04 v v 0 o v ° 1X1 PT WOOD BUCK v' a a 1/4' TAPC❑NS WITH 1 3/40 MINIMUM EMBEDMENT SPACED ... °D. AS PER PRODUCT APPROVAL WINDOW FRAMING AS PER NOA TYPICAL PERIMETER DETAIL WINDOW FRAMING SECURED TO WALL V v 5 \L 2L 1 1 1 MAX. �---1 4--�--12-4---14 —1 2--�-1 4--�-1 z—{--1 a --i 1 X BUCK ANCHORAGE MAXIMUM WINDOW5 51ZE: I I I X51 MAXIMUM PRE55URE: ±GO P5F APPROVAL: NOA I I- 1 1 14.04 9 O D D 0 ° v DO D V D ' G 0 D o° D MIN 1-3/4'' EMBEDMENT—� 0 D BUCK ANCHORS WINDOW ANCHORS N v 1X1 PT WOOD BUCK 1/4' TAPCONS WITH 1 3/4° MINIMUM EMBEDMENT SPACED AS PER ELEVATI❑NS NOTE: ANCHORS MUST BE AT LEAST 3" APART FROM ANCHORS SECURING WINDOWS TYPICAL PERIMETER DETAIL I X BUCK SECURED TO WALL WINDOW FRAMING AS PER NOA o D a� W 1 L cQ w w O W 0 m a>cm U ii! I 2 I W p 92 U zz00 c9—� I< A0o�`� Lu Uto aw0 zZU)Qz wwlnow W U z w Z C O a I W z z =ln0 a W m 0 u z 1L/ w�CD _ Lu IWz - m�0 °�` IL cm �OLr) (1� <, Q O Qom C) �O� o SQA d �2� -td- 0 O N � H SCALE: NA DATE: 01/28/15 DRAWING N 15-02(5 SHEET I of I X � II I I I I II II cu II LL===---------� -- =JJ �---1 4--�--12-4---14 —1 2--�-1 4--�-1 z—{--1 a --i 1 X BUCK ANCHORAGE MAXIMUM WINDOW5 51ZE: I I I X51 MAXIMUM PRE55URE: ±GO P5F APPROVAL: NOA I I- 1 1 14.04 9 O D D 0 ° v DO D V D ' G 0 D o° D MIN 1-3/4'' EMBEDMENT—� 0 D BUCK ANCHORS WINDOW ANCHORS N v 1X1 PT WOOD BUCK 1/4' TAPCONS WITH 1 3/4° MINIMUM EMBEDMENT SPACED AS PER ELEVATI❑NS NOTE: ANCHORS MUST BE AT LEAST 3" APART FROM ANCHORS SECURING WINDOWS TYPICAL PERIMETER DETAIL I X BUCK SECURED TO WALL WINDOW FRAMING AS PER NOA o D a� W 1 L cQ w w O W 0 m a>cm U ii! I 2 I W p 92 U zz00 c9—� I< A0o�`� Lu Uto aw0 zZU)Qz wwlnow W U z w Z C O a I W z z =ln0 a W m 0 u z 1L/ w�CD _ Lu IWz - m�0 °�` IL cm �OLr) (1� <, Q O Qom C) �O� o SQA d �2� -td- 0 O N � H SCALE: NA DATE: 01/28/15 DRAWING N 15-02(5 SHEET I of I o Oi (?N-01 � BUILDING PERMIT APPLICATION Miami Shores Village Building Department artment sEP 182014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2000 Master Permit NaLaS oI/ ` (3b Sub Permit No. 'j6UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL E] PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP j CONTRACTOR DRAWINGS JOB ADDRESS: �Z ►V SME!a City: Miami Shores County: Miami Dade Zip: 3) 3 Folio/Parcel#: 1T�2n5-OCq-02.30 Is the Building Historically Designated: Yes NO Occupancy Type:- ype: 2S Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ! S 1 1 0rs er 1 Phone#:�.S 007 22 Z City: " 10 (y) % !ShW-fli State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: \?Z- X "t r City: " IT Qualifier Name: State Certification or Registration #: e#: 3�Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: 3313E Zip: -33 02-6 Address: City: State: Zip: Value of Work for this Permit: $ ,x/291 . �T Square/Linear Footage of Work: Type of Work: 1:1 Addition LJ Alteration ❑ New `® l® ❑ Repair/Replace ❑ gws-.q olition Description of Work: -e ioi C1 c i P1Q �J� nQ � �� 1(v,(, rnU Specify color of color thru tile: Submittal Fee $ Permit Fee $ 4 � A CCF $ `� CO/CC Scanning Fee $ `�a� Radon Fee $ DBPR $ Notary $ Technology Fee $! �'` - C,-) Training/Education Fee $ iy Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (Signature Signature OWNER or AGENT The for of g instrument was acknowledged before me this /° day of 20 / C` by is personally known to me or who has produced 0 L-- as identification and who Aidtakean NOTARY PUBLIC: � ef Sign:` Print: The foregoing instrument wd'ssackn�owledged before me this day of2.-'by f ISG, 61�( yr is personally known me or who has produced as identification and who Notary Pubk abate of FWida NOTARY PUBLIC: Nary Pulaft State of Florida Bianca Munoz Blanco Munoz My Commwsion FF 023308 My Commission FF 023308 Expires 0610212017 ag0'p00F Expires 0/0212017 Print: I Seal: Seal: APPROVED BY t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) THIS INSTRUMENT PREPARED BY: JOSEPH R. COLLETTI, ESQUIRE JOSEPH R. COLLETTI, P.A. 4770 BISCAYNE BOULEVARD SUITE 1400 MIAMI, FLORIDA 33137 (305) 576-2600 (305) 576-1756 fax Parcel Identification #11-3205-009-0230 WARRANTY DEED CF N 2014RO599755 OR 5k 29286 Pss U68 -- 3364; (2a9s) RECORDED 08/27/2014 10:51:16 DEED DOC TAX 4014.00 HARVEY RUUIN► CLERIC OF COURT MIAMI-DADE COUNTY► FLORIDA THIS INDENTURE, made this day of August, 2014, BETWEEN GEORGE KELLEY and ALICIA KELLEY, Husband and Wife, whose post office address is 1209 NE 98 Street, Miami Shores, FL 33138, Grantor, and CARSTEN PETERSEN, a married man, whose post office address is 1209 NE 98 Street, Miami Shores, FL 33138, Grantee. WITNESSETH, that the Grantor, for and in consideration of the sum of TEN ($10.00) DOLLARS, and other good and valuable considerations, to the Grantor in hand, paid by the Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the Grantee, the Grantee's heirs and assigns forever, the following described land, situate, and being in the County of Miami -Dade, State of Florida, to -wit: The East 20 feet of Lot 10, all of Lot 11 and the West 112 of Lot 12, in Block 2, of EARLETON SHORES, according to the Plat thereof, as recorded in Plat Book 43, at Page 80, of the Public Records of Miami - Dade County, Florida. SUBJECT TO: 1. Taxes for the year 2014 and subsequent years. 2. Conditions, limitations, reservations, restrictions, covenants, easements of record and applicable zoning ordinances but not so as to reimpose same. AND the Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the Grantor has hereunto set their hands and seals the day and year first above written. SIGNATURES/NOTARY APPEARS ON SUCCEEDING PAGE -1- Book29286/Page3368 CFN#20140599755 Page 1 of 2 J r, r Sioned_ sBaIP_ri nnri dalivaraA STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) SS The foregoing instrument was ac August, 2014, by GEORGE KELLEY and J known to me or ( X' ) who have produced as identification and who did My commission expires: -N, JOSIEMFLCOIaM * * MY COMMISSIOM# DDO118187 EXPIRES; September4,814 ���EOFR emm Thm $EIxn -2- OR Si: 29286 PG 33650 LAST PAGE GE RGE E EY AUCIA KELLEY VV before me this IU day of EY:(1) who are personally Book29286/Page3369 CFN#20140599755 R DA a Page 2 of 2 Bill To: Carsten Petersen 1209 NE 98 Street Miami Shores, FL 33138 M&A Windows, Inc. 12078 Miramar Parkway Miramar, FL 33025 Ph# (954) 298-7575 Fax# (754) 223-3345 Contract M&A Windows, Inc. 12078 Miramar Parkway Miramar, FL 33025 YOUR P.O.# : TERMS: DATE: August 30, 2014 25% Deposit, 50% material on site, 20% installation; 5% final &A Windows to supply and install PGT WinGuard windows & doors. White or Bronze Frames, Tinted glass. Full View. Impact Resistant. Windows and Doors do not require shutters. Price includes all material, tax, and labor for installation. $29,862.27 Exterior Stucco patch and caulk included. Permit Fees for City and NOC filing for county. Included ***Please see attached material list for sizes andquantities*** Total $29,862.27 Engineering fees might apply from the city, if this is the case we will Pass it directly to the customer. Deposit $7,465.57 Contact: Carsten Petersen ( 305) 807-2221 Material $14,931.14 Install $5,972.45 Final $1,493.11 Notes PGT Warranty will be provided for all material. M&A wi]iLw4ganty all installations fora period of 1 year. Accepted By: Date: M&A Windows, Inc: Date: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: M XAJ V'i BUSINESS ADDRESS: IZ 4 111 V�C)+� � I MOTI STATE ZIP3�� BUSINESS PHONE: ao) Z CFAX NUM ER L—) CELL PHONE (__) ` QUALIFIER'S NAME: J QUALIFIER'S LIC NUMBER: � � l_6h S 0q 0 of STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PIPPING, JONATHAN RUSSELL M &A WINDOWS INC 12078 MIRAMAR PARKWAY MIRAMAR FL 33025 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR (850) 487-1395 H ,r ;y..� STATE OF FLORIDA a, DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION SCC131151340 ISSUED: 07/13/2014 CERTIFIED SPECIALTY CONTRACTOR PIPPING, JONATHAN RUSSELL M & A WINDOWS INC GLASS AND GLAZING CONTRACTOR IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31. 2016 L1407130001665 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 PIPPING, JONATHAN RUSSELL M &A WINDOWS INC 12078 MIRAMAR PARKWAY MIRAMAR FL 33025 ISSUED: 07/13/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1407130001665 M&AWI-1 OP ID: BM ALCOR©® CERTIFICATE OF LIABILITY INSURANCE DATE 1 09/18/209/18/20 4 014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policypes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FIC of Ft. Lauderdale, Inc. 1160 Weston Road Ft. Lauderdale, -FL 33326 Peter Sabo CONTACT NAME: Peter Sabo PHONE 954-3841001 FAX A/C N,1:954384-6324 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # 04/24/2014 INSURER A: LANDMARK AMERICAN INSURANCE EACH OCCURRENCE $ 1,000,00 INSURED M & A WINDOWS INC. 17011 SW 64TH COURT INSURER B: The Travelers Indemnity Co. SW RANCHES, FL 33331 INSURER C: INSURER D: PRODUCTS - COMP/OP AGG $ 1,000,00 INSURER E: INSURER F LWBILI Y ANY AUTO ALL OWNED SCHEDULED H REDSAUTOS AUTOS NON -OWNED AUTOS COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE R POLICY NUMBER POLICY EFF POLICY MLID DM LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR AUTHORIZED REPRESENTATIVE /� MIAMI SHORES, FL 33138 BA300081-00 04/24/2014 04/24/2015 EACH OCCURRENCE $ 1,000,00 DAMAGE TO REN PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: POLICY ❑ PRO- JECT F-1 LOC OTHER: GENERAL AGGREGATE $ 2,000,00 PRODUCTS - COMP/OP AGG $ 1,000,00 $ AUTOMOBILE LWBILI Y ANY AUTO ALL OWNED SCHEDULED H REDSAUTOS AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT $ a accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident UMBRELLALIAB EXCESS LIAB HOCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/ NUB5129M128 OFFICER/MEMBEREXCLUDED? IN/A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below 07/16/2014 07/16/2015 PER X ER E.L. EACH ACCIDENT $ 100,00 E.L. DISEASE - EA EMPLOYEd $ 100,00 E.L. DISEASE - POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) RE: LICENSE # SCC131151340 JONATHAN PIPPING CFRTIFICATF HAI nFR r_ANr`FI I ATInN MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT 10050 NE 2ND AVENUE AUTHORIZED REPRESENTATIVE /� MIAMI SHORES, FL 33138 /�ir�' C 1985-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1896-954-831-4000 s VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA:M & A WINDOWS INC Business Name: Owner Name: JONATHAN RUSSELL PIPPING Business location: 12078 MIRAMAR PKWY MIRAMAR Business Phone: Receipt #:ALL O,HER TYPES CONTRACTOR Business Type: (GLASS & GLAZING CONTRACTOR).; Business Opened:10/15/2008 State/County/Cert/Reg:SCC131151340 i Exemption Code: { Rooms seats Employees Machines Professionals 4 For Vending Business Only Number of Machines: Vandinn Tvne! Tax Amount I Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 00j0.00 0.00 0.00 O.aa O.Oa 27. no THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and Is non -regulatory In nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location. This receipt does not Indicate that the business is legal or that It Is in compliance with State or local laws and regulations. Mailing Address: JONATHAN RUSSELL PIPPING Reasipt #ICP -13-00011280 12078 MIRAMAR PKWY Paid 08/07/2014 27.00 MIRAMAR, FL 33025 SEP 18.2014 1 r UO 1209 NE 98 T Miami Shores 1 331 Ct ...... .... ...... �q�� ,� � � SPS •...: ::::: •• •• • •••••• • • • • •••••• 2 7 REF.#: w 14-51 Date: 10/9/2014 6.15 E N G C O, inc. Contractor. M&A Windows Engineering Services - CA 8116 12078 Miramar Parkway Miramar, FL - 33025 5595 Orange Drive Suite 201 Job: Petersen Residence Davie - Florida - 33314 1209 N E 98th Street Tel: (954) 585-0304 Fax: (954) 585-0305 Miami Shores, FL Email: Engco@AOL.com Wind Load Calculation for Components and Cladding under ASCEISEI 740 (chapter 30) Florida Building Code 2010 Roof Height. (MR11) 15 Feet Low Rise: Buildings with MRH<= 60' and MHR <= B Ing Elevation 15 Feet um {Mdth. (B) 60 Feet Roof Slope Roof Slope Reduction Factor 1.00 Basic Wind Speed 175 mph Risk Category: II Use Figure 26.5-1A or FBC 2010 Exposure D (Section 26.7) Exposure D: Flat, unobstructed areas and water surfaces a Zg A 11.5 700 Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) w r 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 1.03 Kh - Table 30.3.1 1.03 • • • • •' Kzt -Section 26.8 1.00 To be used when hill height H >=15' .... • lVelocity Pressure (qz) 68.65 Psf qz=0.00256. Kz . Kzt . Kd . V^2 • • •OWN • • Section 3Q.3.2 VelockyPressure h) 68.65 Psf gh=0.00256 . Kh . Kzt . Kd . V^2 Secti n 30.;.1 Tributary Area 10 ft2 0000 • GCpi ( Int. Pressure) -0.18 Section 26.11 • • • ...... GCp ( Ext. Pressure) zone 4 (+) 1.00 zone 4 (-) -1.10 • 00:0: Figure 30.4-1 (walls) zone 5 (+) 1.00 zone 5 (-) -1.40 • • positive negative • • �.. ;" Wind load Psf p g Psf Psf Wind load combination factor 0.6 0.6 zone 4 48.6 -52.7 zone 5 4$.6 -65.1 Zone 5 for units located less than 72" from building comers End zone (a) 72 INCHES Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED our 0 9 2014 �I THE PRODUCT APPROVAL DESIGNED RATING. 10/9%2014 Sheet W 1/1 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL r5 �j.e� �90 oo,-� � n e�efsen tiZoq NET q k S Hka,m i shomi N 33 38 WINDOW / DOOR / SHUTTERS INFORMATION SHEET PERW NUMBER: IdentKV all Sleeping room emergency escape and rescue opening numbers: CUSTOMER NAME: opeake Number Lowden Corina 2murm l"tfor Product Aeeapranee Number swe iS� Cad-) Prodacl Approval Oeetgn Preeture Reputred Operdng De+IBn presw+re Awl �nM Dhneralmr WhpMu Mullion AreShuttm Requtred (+ PSF -1 PSF (+) PSF I-) PSF 4tltdd>Rd Newel IN v6*1e Nor4mdal ( 2 1'3-0502.03 P 90 - &D �tg { -c�.s� (95 1'. �� I 38 3N 1 -6 I -coli - y 3�S 3 -11502- 0 -1 2D -8® _1-s�p�. -gyp 9 9,E p 9k �K -U f -%S s. -til 5 11-1013, 2� 04 SD 3 �Z ` � 011-1114, _ o +15 S- s "^_ r� i —0502 t3 -F e.5 —iJ 0 -65= I 23 94G s :Asoz,© f v 0 8& yak 49' is +4z5 -i 16 O-OS02.03 PW Z3 9b --� 2.0 iN 4( —�� " -�5� 1-6&- 1. �� t . Ali j� L Z. t2--12-1 WO -9b q 51 15,0• t ' 11-104- He -15 4g.(p • ' •' ' i 11-1114. 014 � s - �s � sp•• ... ... .so 3 S� • .. • ...... i 2zu . Jl- rl I i-1. o -t 15 -4 -- 34 3,A.::: ' J�-fflq.Oq5 S 3 5�.... .... ... Us 21 h — q0 -z- 31 ' 27. S L� -4 5., _ I 3 �f 38 23 5 3-�b2-b P trJ 211 �- I 2 '2 3. Z + �-o - �;� -51 k/ Rlv -52-$ log STYLE a HR = HORIZONTAL ROLLER / SH a SHINGLE HUNG / DH = DOUBLE HUNG / FD = DOOR / SGD a PATIO SUDER DOOR CASE - CASEMENT / PW = PICTURE WINDOW / AWN = AWNING SHUTTERS: ACC = ACCORDIAN / WM = WALL MOUNT / PL = PLASTIC / FA = FABRIC / 0 = OTHER * INDICATES WHAT IS REQUIRED FOR SHUTTERS (OTHER COLUMNS WILL NOT BE REQUIRED) ALL COLUMNS ARE REQUIRED FOR WINDOWS AND DOORS IF MORE THAN (1) ONE MULLION IS REQUIRED, PROVIDE AN ELEVATION MEW SKETCH FOR THE ACTUAL CONFIGURATION OF ALL MULLIONS WITHIN THE OPENING I C ofsi2n ��rwn \20CII W�takSho� S �� 33138' PERMIT NUMBER: WINDOW / DOOR / SHUTTERS INFORMATION SHEET CUSTOMER NAME: Identikit all steeping room emergency escape and rescue opedng numbers: =per NumberIS" Lacwtion Comer Zone or kderior Product Ameplamx Number S1,06 uY �) ProductApprwal �IBn Preewre Requkad Operdrtg Daa�r Preatura Acbw) OminB D imendwr Windom MuNon Nurtters Ami Ii) PSF () PSF I+) PSF {-) PSF Width IN R dxm IN Verticle Hwhontd 01 Ud C ) y YSN7 , 6.r sees•• 00ee1 • • • • sees sees sees • • • sees•• • sees •••s • ••• • 00 0000 ese • s • • s e e sees •00 • • • • • • e •000 ••• 0 000• STYLE: HR = HORIZONTAL ROLLER / SH - SHINGLE HUNG / DH = DOUBLE HUNG / FO = DOOR / SGGO = PATIO SLIDER DOOR �- CASE - CASEMENT / PW = PICTURE WINDOW / AWN = AWNING j� C J(` 1 t �j SHUTTERS: ACC - ACCORDIAN / WM = WALL MOUNT / PL = PLASTIC / fA = FABRIC / Q = OTHER 5P i © o co e- * INDICATES WHAT IS REQUIRED FOR SHUTTERS (OTHER COLUMNS WILL NOT BE REQUIRED) ALL COLUMNS ARE REQUIRED FOR WINDOWS AND DOORS *" IF MORE THAN (1) ONE MULLION IS REQUIRED, PROVIDE AN ELEVATION VIEW SKETCH FOR THE ACTUAL CONFIGURATION OF ALL MULLIONS WITHIN THE OPENING Flotida Building Code Online I I , __ https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=w... FL # oApproved Application Type Code Version Application Status Comments Archived COPY Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Rick Wright rickw@rabldgconsuitants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certificate Evaluation Report from a Florida Registered Architect or a Licensed Florida Year Professional Engineer ASTM D1929 J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who develIV the Evaluation Report • • •' i i i i • i • Florida License 1999 Quality Assurance Entity d Management Institute E- Quality Assurance Contract Expiration DateValidated By 1998 ASTM E84 of Independence •• Standard and Year (of Standard) Stan Year ,:Referenced •• • • • • •• • • • • • • • • • ASTM D1929 1996 • ' i • • •' i i i i • i • ASTM D2843 1999 • •' • • i ' • i ' •' i i • •' ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 • • • • • •' • ' i' ASTM G26 1995 • • • • • • i i • i i i TAS 201, 202, 203 1994 • •• •• • • • • •• ••• • • • • ••• • • I of 3 . •..... . •... ... . . . ... . . 9/16/14,12:28 PM Florida Building Code Online r Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Rummam of PrnAuetc https://www.floridabuilding.org/pr/pr app dtl.aspx?param=w... Florida Licensed Professional Engineer or Architect FL10537 Rl Eguiv of STANDARDS.odf Method 1 Option D 02/28/2012 02/29/2012 03/07/2012 04/03/2012 ••• • • • • ••• • • • • • • 2of3 9/16/14,12:28 PM ::': ;; • .. .. • . . •. .. ..• . • . .•. . . FL # Model r or 10537.1 .-FiberClassic", "SmoothStar", '8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or "ClasslcCraft" or "ClasslcCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In H FL10537 R1 II Inst 10537.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.1 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.1.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. 10537.2 b. "FlberClassic", "SmoothStar", 6'8 "Impact" Opaque Fiberglass Single Door with Sidellte - "ClassicCraft" or "ClassicCraft (OX or XO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 RI II Inst 10537.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.2 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.2.0f specific Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) 10537.3 c. "FiberClasslc", "SmoothStar", 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - "ClassicCraft" or "ClassicCraft (OXO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 R1 II Inst 10537.3.gdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.3 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.3.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 1MAP.• • • • • • • • • • • • • • • • d. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing or Outswing Configuration Umits of Use Installation Instructions Approved for usejn "rW: Yes FL10537 R1 II Inst 10537.4.odf Adproted for use dutside HVHZ: Yes Irnpac! Rssistast: =les • Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes •• • • • • •• ••• • • • • ••• • • • • • • 2of3 9/16/14,12:28 PM ::': ;; • .. .. • . . •. .. ..• . • . .•. . . Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=w... Design Pressure: N/A Evaluation Reports Other: See INST 10537.4 for Design Pressure Ratings by EL10537 RI AE EVAL 10537.4.odf speciflc Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation Instructions. 10537.5 e. "Fiberaassic", "SmoothStar", 618 "Impact" Opaque Fiberglass Double Door with Sidelites "ClassicCraft" or "ClassicCraft -(OXXO) Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 RI II Inst 10537.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 10537.5 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.5,Ddf speciflc Model and for any other additional use limitations and Created by Independent Third Party: Yes Installation instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) Bask Nett Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 9 they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: CreditSArFE •• ••• • • • • • •• • •lsa 000 • ls also •ls• • • • • ls.• • o lsa ls ls 30f3 : ; ; ; 9/16/14,12:28 PM a;•; ls; . a• .. . . . ols ls• .... • . ... . . IMERMAITRtJ T SPMA TRU DOORS 1 18 INDUSTMAL DR., EDl9ERT0N, OH 43317 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC RSRRWAU DWR INSM G / OUn*W iG 'PACT` Gang lom 1. ft prpOuct has been evdualed and IsIn mance with the=0 ftfb l ftWv Cade jRC) ft chM eras h the"tgo Velocity W tcahe Zorn PNM - 4 ).4 Produd anchomsta be as Wed and spaced as shown on dakft An wombed ent to base material shd be beya -4 wd dms*v crituCco, 3. When used in the id W this product =Vies v.Oh section 1626 ofthe fticla Mft Code and does not recke an Impact resistant covet 4. When used in crew outside of the *MW requfg wind borne debris Protection its praaJCt comes with Section 1609.1.2 of the 2010 FOC and does not recce an brpocF re*W cover. This product meets MiSsleleved V and bWkKles Wind Zone 4 as dented in MW E1996 aid Section 1609.1.2.4 of the t8C. s. For 2x stud framhhg conaructon, atctoft of tie units strati be #0 Some as #lot Shown for 2x buck masonry conskvction. S. Sill coed tions that deviate from the detaft of this drawing (Mft fuftweroveft anaty* by a kerrsed enghwarteWevedarditect. 7 outswing contig= tam u ng tmeshOtd tem #4 met waterfrolballon rents for'9i4Fil°. 3. Inwft con%wations and wbwb g con u ft fteshoW Rem #5 do not meet the water baton n ermnts far t e and be h$cbd o* to nw4v bkbo -arm orat Locations Protected by an overhang orcanopyStich that the angle between the edge of c m)py oravedxvV to sM is Ids than 45 degoes. FM CLASSIC 37,7r MAK OVOWL FRAAG W7]1H 35.93" MAIL . DMM 37.76"x W,%- Oi115WRIG X37.76" x WSWING 37.76"x 82.^W +1-0 ". OWSWING 37.76" x 80.7r +100.0 Ih4 WMG 37.76` x 82.26" +".0 OtqMWG 37.761" x 8(0.7$" +".0 INSWING 37.76"x88.2&" +7&0 01tMVMG 37:76" x 180.76" +80.0 Ali z i �•� •PFL7.1 OALUZ A �{dd •••••• • ell• sooe • • • • • -80.0 / INTERIOR v 9 L DEWL AA J FDO RA Srr-m 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 0 00000 0000000 00000000 0000000 00000000 DETAR.A A pcnd� F o I (_ 28.86% OPEN AREA MAX. EXTERIOR INTERIOR 47 �•.••• %<'��: • • 0000 ='+'" 0000 0000 46 Yt f'n . • . '� 0000 • • 0 •9. 0000 00..00 . • • •604.9 2 4 • VERUCAC C •E • 2 • . . 4 •941.• .9 •.•4 .09• 7—tOW7 t Mr _2 OF -M OTAD £ is t'L£50t—ld • rON ON z •••• tusuu•atup+lwd • 00000000 •••• • •• 00000000 0000000 00000 'Eq- •XVW V32M 0000 00000 NUO%WSZ 0000000 00000000 0000000 00000000 • NOS` � 1VJ/ M Z • •• •• 00000000 0000000 00000000 0000000 00000000 0000000 solaml aoia3lxa CD t",ioo c r V -V 11V134 —1 M�m �M=�W�ALTI I 9-0 me Si k"o- tusuu•atup+lwd V-V'UVm 00000000 0000000 00000000 0000000 00000 'Eq- •XVW V32M 0000 00000 NUO%WSZ 0000000 00000000 0000000 00000000 0000000 00000000 Q 0000000 00000000 0000000 00000000 0000000 00000000 0000000 t",ioo c r V -V 11V134 —1 M�m �M=�W�ALTI I 9-0 me Si k"o- L DErAp. A -A J � C�icaaRnA OOOOOO 0000000 000000 Oa000a0 000000 0000000 000000 o000oao 000000 O 0000000 000000 0000000 000000 0000000 000000 28.86%OPEN 0 0 0 0 AREA AAAK 000 0 0000 000000 0000000 SAB. A -A Patti rebNorc ement HOIR NTAL CRDs MHOM MMIi171 1CC.._ 0000•• • 0000 • • 0000 0000 0000 VEUrCAL92JjM ="_•000•• 0000•• • ••••••—OW---AL- 0000 O---AL- 0000 mw�p lD.e • 000 •0 FL -10537.1 sir 4 ac 10 4 L DETAIL A.A J 60 F{ MAW 0000000 00000000 0000000 00000000 0000000 a0000000 0000000 0000000 0000000 00000000 0000000 00000000 0000000 00000 000mo, 000000000000 0000000 00000000 DETAIL A -A Panel raWarc erneM EXTERIOR 67 61 Q 57 Q. yr •l; . �. .� Q 1.18 28.81% OPEN AREA MAX. 6t S1AE t( 2 VERiPC9 CROSS WCiWN S I I I F Pq e22408 1 N.T.S. L eri AL c en LFS gw . ' FL -10537.1 Er 5 OF 10 =w11119IJf��ll 57 Q. yr •l; . �. .� Q 1.18 28.81% OPEN AREA MAX. 6t S1AE t( 2 VERiPC9 CROSS WCiWN S I I I F Pq e22408 1 N.T.S. L eri AL c en LFS gw . ' FL -10537.1 Er 5 OF 10 1-114'MB EMB. (1Yf a 1-111CMIN. EMs. PP.) 3 HORROMAL CROSS SECTION 6 Sh..",/]X.b-lua WXMIN. Be. PP.) iso' L Bn tri Ow M)A FL -10537.1 a 6 OF 10 v• - -d 4' • e� . do.•e . EXTERIOR I�WIOR VEMMU MU SECTION shown r„7t% bbuck i' a� EXTERIOR INTERIOR r41 VW CM CROSS SECWM 3 VERTICAL CROSS SECT= �ihafl� 7 '�onfit�tr°tbn ; D.If7:�:_ pg�q E G p O p.• . a a. .o ;. v. V s• (31 VWCAL CROSS SE WN • INTERIOR • • • SmIOQ • • •.•• • • 4 '� � • 50 60 , 7 v. 6. v. �VWXAt CROSS SE ON wkv intHtratton gal m L • . AL : ft US aao ►w.: FL -10537.1 eT 7 or 10 MASON1 OPEN" 2)(BUCI BUCK ANCHOM DP <= 80 pst I11W MAX. oN amst MASONRY OPENING 2X BUCK —"azO .iccee O `f. 1141MARCHOMAIG 8D < DF <= 100 pSf HINGE JAMB CONCMMANCHORNOYM 1. SubsrAstion of equal conovete screws from a d6ibrent supplier may have different edge distance and confer dbtonce reqL*ement& 2 Concrete =ow, locations at the comers nW be acomfed to makdaln go n**num ecoe c6tance to mortar joints. 9 concrete screw locations noted as WAX ON COnW nxW be ocifinfoof to moAntain the R**Mgn edge cbkr4a to nxwkw )21hft, add foncd concrete screws may be requked to ensure the nxv*mnn on confer dirnmidon Is not exceeded. 3. Concrete anchor table. HYMN= LVO&MUMOEMIL IN d L Im US xm Ku '"FL - 1 B!OW;71 C Er a or _M ........... ........... . . . . . . . . . . . . . . ........... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ .... .... ............ .. .................. ................. . . . . . . . . . . . . . . . . . . . . . . ..... ........... ...... ................ . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ... .. ........... ..... ...... . . . . . . . . . . . . . 2 r HYMN= LVO&MUMOEMIL IN d L Im US xm Ku '"FL - 1 B!OW;71 C Er a or _M TYP. HEAD & MASONRY Ope4m JAMBS FRAME-/ 2X BUCK- !2 FRAMEAKCHORM MammyAbuckoormIftwOm in, L 12 12 • HYMN= LVO&MUMOEMIL IN d L Im US xm Ku '"FL - 1 B!OW;71 C Er a or _M IDNGEJAMB MASONRY OP&M FTYP.Hl & JAA TX BUCK F"W ANCNORM Mosomy TX buckconstructlon CONCRt7EANCHOR NOTES: 1. Stbdk4bn Of eqW Concrete =am tram a a Rwmt aWW may have different edge dstcutae and centdL er Sk,= requVernen2 Concrete SGrew locations at the corners may be o4wted to rnaTntah the rnln mim edge dkkmce to mortar jokrts. H concrete screw focattcrss noted as 7AAX. ON CBVWffA st be adjusted to amhta6r the mi *m m edge dhfance to martin (otnts, WMIonal concrete screws may be required to emm the mw*mum on center d1man ton ts not exceeded. 3. Concrete anchor toble: Sn=JAAD LATCH& DEIORWOETAIL • N. T.SA F-10 ON - 1 -4 N,a r.rm..1 soot 071 i � Im-- _. ����� La�. F.-1a537.r 4 flfRES Oukwing crow � • • La�. F.-1a537.r CITY!, SEP 18 2014 MIAMN MMI-pADE COUNTY _ CONTROL SECTION DEPARTMENT OF PERMITTING,OPRY-LATOR 11305 SW 26 Sau% Room 208 AFFAIRS (PERA) Miami. Florida 33175-2474 BOARD AND CODE ADMINISTRATI T (786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miaM1dad%aav/perAl 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 far quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product -or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described here een esrgn c=wJSideHtes— uilding Code, including the High Velo ' Zone. Li11'.SCRII'TION: Series 750" Outswing Aluminum French DooAPPROVAL DOCUMENT: -pact" sheets I through 12 of 12, dated 12123/04, with revision E dated 10/12/1 l,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Nn6ce of Acceptance -numba and expiration date by the Miami -Dade County Product Control MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LASEUNGFEZ unit shalt bear a permanent label wr the menu ac s name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after, the expiration date or if there has been a -revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shaII automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. as ••• • • • • • •• INSPECTION: Xcopy of t11J;;e*4 ljOtA�hall be provided to the user by the manufacturer or its distributors and shall be a cable $ai Wr kctitx: at the job site at the request of the Bu' ' 1. This NOA revises VOA x•09 li12 fao aria consists of this page 1 and evidenc as E-1, E-2, -and E- , well as approval document mentioned above. The submitted dbetur nlatioii Vas ftviewrtl bf Mansel Perez, P.E. ... . . • •• • •• NOANelI-1013.24 r Eoaoe coummr • Expiration Date. February 24, 2015 Approval bate: November 24, 2011 ... . . . ... . . Page 1 • •0 •• • 0 • •• •• P( Industries NOTICE OF ACCEPTANCE: EVIDENCE SI1BrMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports -on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked up drawings and installation diagram of an aluminum sliding glass door using a. low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5141, dated -05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (SubmLded under NOA # 09-1028.10) 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (SubmMed under NOA # 091028.10) 3. 'Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Deports No. F L- 4527, dated 02/10/05, signed .and sealed by Edmundo Largaespada, P. E. (Submitted udder NOA # 05-0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along v%hk rocked -up daaydmgs and installation diagram of aluminum doors of OXXO coif gurajop, pWV4 Jy Fenestration Testing Laboratory, Test Reports No. MUM, &fled612/14105, Signed and sealed by Edm�Lar]P. E. (Submitted under NOA # 05-0419.03)rl Md'. .,. ... . ...noel P.E. • • • • • Product Con:15a finer • .. • . . • . • • ' ' • • • • • • • • NOA No 11-1013.24 . •• .• • • . . .• Expiration Date: February 24,1015 Approval Date: Novejuber 24, 2011 • s • a • • • e • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POT industries NOTICE OF ACCEPTANCE: EMENCE SIJ A_UTTED B. TESTS (coNTmw) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagtam of aluminum doors of xxxO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 6. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTI -0530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) S. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # .05-0103.03) ....... . . ... .....••. . ...... ••• . •• ••• •• i • • •• • ••• ••• • • ••• ... . • .. . • . • • • • • • • • . .• ... • • . .. .... •..••.. . . • ... • . . • • • •• •. ..• • . .• .•. • ••. •••. AM4el Perez, P.E. ProdetC trol Examiner A No 11-1013.24 Expiration Date: February 24,201S Approval Date: November 24, 2011 E-2 PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC-2010 on 10/11/11, signed and sealed by A. Lyrin Miller, P.E. 2.; Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTMCATIONS' 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemoun & Co., Inc. for their "DuPont Butacite@ PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 09-0223.05 issued to-Solutia, Inc. for their "Saflex Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08.1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC 2007 and FBC-2010, prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement letter of "No financial interest", prepared by manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series "FD - 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/10/10 and expiring on 02/24/15. MpM4,Perex, P.E. Product(Cont,181 Examiner N No 11-1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 E-3 NOTE&, OUTSWING IMPACT FRENCH DOOMS) AND SIDE LITE(S klGLAZING OPTN?NS: A. 7/18° LAH� CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED CLASS WITH AN •010 PVB INTERLAYER OF DUPONT roamcr tlmi'tao BUTACIiE OR SAFLEXKEEPSAFS MAXIMUM. wM ob'0 B T116° • F {2} LITES OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE 012 SAFLEXtKEEPSAFE UMMUM. C. 7 CONSISTING OF (1) LITE OF 3HS" ANNEALED GLASS AND (1) LITE OF 3118° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16'LAA41 CONSISTING OF (2) L ITES OF 3118° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. NOA DRAWING MAP E. 7Ar LAMI I.Q. CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (1) 711V LAMI GLASS ASSEMBLY INSIDE (3116' A,.090 PVD, 3/16' HSS 5. SHUTTERS ARE NOT REQUIRED. '..' TOPIC SHEET F. 7B' LAMI I.G. CONSISTING OF (1) LITE OF 3118° TEMPERED GLASS OUTSIDE. iW ALR SPACE AND (1) 7118° LAMI GLASS ASSEMBLY INSIDE (3116° HS,.090 PVB, 3118" HSI GENERAL NOTES...„.__ 1 • • • CONFIGURATIONS__ 1 G. 7fir LAM LG. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, IW AIR SPACE AND (1) 7AW LAMI GLASS ASSEMBLY INSIDE GLAZING OETAILS....„»... 2 (3116' A,.075 VANCEVA, 3/18” HS). DESIGN PRESSURES..... 3 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ELEVATIONS.-....-- .......... 4 H. 718' L.AM I LG. CONSISTING OF (1) LITE OF 3118' TSAPERED GLASS OUTSIDE. IM AIRSPACE AND (1) 711W LAM[ GLASS ASSEMBLY INSIDE VERT. SECTIONS__„. — S (3116” HS..075 VANCEVA, 3118" HSS NORM SECTIONS........... 6 6. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY • • • • • PARTS LIST_- . ... . ....... 7 2 DESIGN PRESSURES: TABLE 1, SHEET 3. EXTRUSIONS. ......... ...... 8-9 ® NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE ... ... .... »........ 10-1 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABUS ASTM E1300•V. 3 CONFIGURATIONS: X, p XX. XO, C1X, )00( OCO,, O OXO, 7001X X)OCO.O�OC, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SIINGLE, X DOORS ORA DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE roamcr tlmi'tao FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X M AND wM ob'0 O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. H 13% STRESS INCREASE HAS NOT BEEN USED IN THE. DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. '..' .... . • 5. SEALANT: INS ALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE ' •' �' ' • • • • • • • • • • • • "INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. ••••• .. • • . • T. REFERENCES: TEST REPORTS: FTL-4311,1:TL4312, FTL4315, FTL4527. FTL-4528, FTL•4628. FTL-4531, FTL-4821 AND FTL 5941. ' • . • . ' . • • .' • • • • • ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION • • • • . • . ADM 2005 ALUMINUM DESIGN MANUAL • . . . • • . • • • • • • • •• •• • •••••• 6. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY • • • • • • •' HURRICANE ZONE (HVHZ). ' ' i • • • i • • i • • i • • • • • • t1tUl!/� i N°''K^ I l 11 Lu: �"9,(j' �pSE startereK�<:DOEamwuaud tom& a.atr.� .+R c rear rerozl uvaaor vs R 1 A SA srlu q=yALUM. ® GENERAL NOTESAND DRAWING MAP . .; %0,�: •., ,FLOt?jO.• �';cSStpNP;;.�`� A LYNN mW' � �, P.E. FL P.EJ 5=6 au:evro o FRENCH 45 SIDELITES IMPACT asaU FV= mre vxmkw . ie.� FU } a 12 800131! E air qwy me � r °i0`%.. HEAT STRENGTHENED GLASS :1TE OR SAFLEXAMEPSAFE 716' NOM. 16" NOM. 3116° ANNEALED OR HEAT STRENGTHENED GLASS 475' VANCEVA INTERLAYER 3116' HEAT STRENGTHENED GLASS GLAZING DETAIL SETTING �.o»c 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3118' TEMPERED GLASS AIR SPACE 3118' ANNEALED OR HEAT STRENGTHENED GLASS .OW* DUPONT BUTACITE OR SAFLEX/ KEFPSAFE.MAXIMUM PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS n 5B' INTERIOR GLAZING DETAIL �' SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER T1.91501D 311W TEMPERED GLASS AIRSPACE 3116' ANNEALED OR HEAT STRENGTHENED GLASS . • 075 VANCEVA INTERLAYER 3MW HEAT STRENGTHENED GLASS 0000• • 0000• 97 OR 98 0.00 0000 0000. 0000 0000. 105 6° GLASS SITE • . . . . GLAZING DETAIL '--SETTING BLOCK 71W LAM] I.G. GLASS W/ VANCEVA INTERLAYER P.Q.8Q1(!A?P 19.9Q?7I POM I ! JXg 2 d 12 1 BOM11 I E MUM PEVUED �w,ma* Assavilm`am nt5 11mAt • 0000 • 0000 0000••. 0000•• 0000 0000 ••••• . 0000. 0000.. 0000.. • 0000•• 0000.. •0000• 0000 •0•• —1111111fl. %I- ilk L ! SIP, 1.11 •�� , .9810N Ps"! A. LY619416 , P.E. FL P.E.# 58705 Table 1. Maximum Design Pressures (psi) B - 118" LAMI (NI "HS,.090 VWHS) UPGRADE F7L-4311, 4312.4315 C - 7h6" LAA4l (3118"A..075 VANCEVA, 3116'HS) 'FTL4527, 4528, 4529, D - 711W LAMI (3118"14S,.075 VANCEVA, 3/1$'HS) UPGRADE FiL-4527, 4528, 4529, 4530 E -718" LAM! I.G. (3/18"T, 1/4' AIR SPACE, 3(1('A,.090 PVS, 3116!•15) F7L-4311, 4312, 4315 F -7/8' LAMI I.G. (3fln 114" AIR SPACE, Wl(rHS,.090 PVB, 3116'HS) UPGRADE FTL-4311, 4312, 4315 G - 718" LAMI I.G. (3/16"T,1/4' AIR SPACE. 3116'A,.075 VANCEVA, 3118"HS) M-4527, 4528, 4529, 4530 H - 718' LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/1WHS,.075 VANCEVA, 3/16'HS) UPGRADE FTL-4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG 'HEIGHT NOTES, 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEETS OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-M41) rumijerR YN91" rem WILt. oe V -k% `QNy LYNN Blil ati� l�c'�''; �t r No. 55705 d� IY W� ap a.�pa � •' 87A E F Fx a mmmw uVATEVOsrmasraet�aoaz wror�ao�om�a� DESIGNPRESSURES %0�'�: •..�toa�o� C9.` .ue ago c Gaon L0WM =L R setm � -•, S �• law ,,,, „0 na ALUM. FRENCH DOOR B SIDE LITES, IMPACT '�� S10NA%- ti JR or�rc 0`46W mWpi 90Y74 •.roar.: ee, a.r• x.e A. 94 ImEa P.E. k iT24100 LT. _ fD7EiD "0' 9 1a 8000-1! E FI. P.E #$8705 Allowed Height (in) 79 XV' (6s) V+-770.0- 83 314" -80.0 87 314" +700 -W.0 91 314" 95 314" (8 1 Configuration Width On) Glasso, Types +70.0 -80:0 +70.0 -80.0 X 37° French CG + -100.0 +1W-100.0 +100.0 400.0 +100.0 -100.0 +100.0 400.0 , Door • gg .: . .. 71 A,E +70.0 -80.0 +70.0 -80.0 +70.0 80.0 +70.0 ' -80.0 +70.0 -80.0 0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -1000 +100.0 400.0 +100.0: -100.0 ' Ful AE +70.0 ° -W.0 +70.0 .80.0 +700 -80.0 +70.0 ' -80.0 +70.0 -80.0 • �'�� • • • • • • CG +100.0 400.0 +100.0 400.0 +100.0 400.0 +100.0 400.0 +100.0 400.0 •Dose • ' ••.' 30 j,/jr CG +100.0 400.0 +100.0 -100.0 +100.0 400.0 ° +100.0 -100.0 +100.0 -100.0 • idellte • 33,x : C,G +100 0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +97.4 €17.4 • B,1=, F +70.0 -80.0 +70.0 -800 +70.0 -W.0 +70.0 -80.0 +70.0 •80.0 Ja%b• • • 3611/18° CG +100.0 +99.9 •89.9. +95.3 85.3 +91.4 91.4 +87.9 -87.9 DH +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 1 +100.0 400.0 +100.0 -100.0 B - 118" LAMI (NI "HS,.090 VWHS) UPGRADE F7L-4311, 4312.4315 C - 7h6" LAA4l (3118"A..075 VANCEVA, 3116'HS) 'FTL4527, 4528, 4529, D - 711W LAMI (3118"14S,.075 VANCEVA, 3/1$'HS) UPGRADE FiL-4527, 4528, 4529, 4530 E -718" LAM! I.G. (3/18"T, 1/4' AIR SPACE, 3(1('A,.090 PVS, 3116!•15) F7L-4311, 4312, 4315 F -7/8' LAMI I.G. (3fln 114" AIR SPACE, Wl(rHS,.090 PVB, 3116'HS) UPGRADE FTL-4311, 4312, 4315 G - 718" LAMI I.G. (3/16"T,1/4' AIR SPACE. 3116'A,.075 VANCEVA, 3118"HS) M-4527, 4528, 4529, 4530 H - 718' LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/1WHS,.075 VANCEVA, 3/16'HS) UPGRADE FTL-4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG 'HEIGHT NOTES, 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEETS OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-M41) rumijerR YN91" rem WILt. oe V -k% `QNy LYNN Blil ati� l�c'�''; �t r No. 55705 d� IY W� ap a.�pa � •' 87A E F Fx a mmmw uVATEVOsrmasraet�aoaz wror�ao�om�a� DESIGNPRESSURES %0�'�: •..�toa�o� C9.` .ue ago c Gaon L0WM =L R setm � -•, S �• law ,,,, „0 na ALUM. FRENCH DOOR B SIDE LITES, IMPACT '�� S10NA%- ti JR or�rc 0`46W mWpi 90Y74 •.roar.: ee, a.r• x.e A. 94 ImEa P.E. k iT24100 LT. _ fD7EiD "0' 9 1a 8000-1! E FI. P.E #$8705 13/18" MAX WID'T'H / / MAX. HEIGHGH T ALL ••• • 0f•• • Moe •0000 •• Poo 41 • • ti • •f ••• •as •• • 60000 40 :•000•• • • •• *Soo: • • • 0000•• • •�•••• DOTH 00000 0 0000 • .f•• • ----- D4LX jJ 79118' IIMAX DLO r -110 &J8° P+AAX. WIQTH� OXO r --7`I 3140 MAX. VVIDTH•— j 36 11A AX WIDT 2V 145 VW MAX. WIDTH OXXO (SHOWING EACH VERSION 11►f!!11 X XX �>�4YE 1 ( JAB) (NARROW JAMB) ' NOTES:' ' • Ic 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL. JAMB VERSION. N° 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. t oA 1� STATE OF maw mew` *mhos a rroawcr�nss r IMnVAVA-4V=W EXAMPLE ELEVATIONS • r to ast •.'0�.. c rrorx�7m8mw FL "m "'� ��'�S'S,10NA�- � '�• �/ry oo�m o war mor wwwaur naelpctaae ALUM. FRENCH DOOR & SIDE U S, IMPACT rrr i� a.e mmmo=s am.Abe�r naro� ww A LDamon nftYNIW14hL ' , P.E. RK i?113104 LT. 4006 RY FD7SD NTS 4 • 12 SDOD•i 1 E FL P.E.# WM5 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD 61 VERTICAL SECTION C NARROW AND FULL VERTICAL SECTION B 'j OUTSWING HEAD , 6 INTERIOR 7 4 OR 7 ORIGINAL VERSION TOP RAIL 21 & 55 ALTERNATE VERSION TOP RAI - WIAX. g iNAL VERSION BOTTOM RAI. O ALTERNATE VERSION BOTTOM RAI: VERTICAL SECTION D OUTSWING SILL flaammasm NOKpy� R S/?i• VCH DOOR & SIDEgjES, A 12 B i2 8�0-ii ovemer AvyArb @Y xh6 ght fuwidt Code - — • 8888 • •8000 0000 • • • ••0• 0.000 • • • • •46•• • •0006• • 8888• • • • • •0000 8888•• • 8888• • 8888 • • 0004 S11i111t� ```,���0��{•IYNM �1���tc�i�i * No. 58705 to it = ST' 'iO��t�S' FtORtD?.•�C-) A.NAL 1% LY/I+�1�t�lldgt P.E. FL P.E.# 58705 OXXO HORIZONTAL SECTION SHOWING (9) OF EACH SIDE LITE TYPE a N JAMt3 UlUt mamew NlUt JAMU I O HIP mKQffi8 F1.8f771 SIDE LITE JAMB SIDE UTE FWW I M 1 8 -12 I 8000-11 fl r 2 ,�;�`��* A LY1Vkl�rK, P.E. FL P.E.# WM IiD7SO FI1tLJAMR SIDE LITE D4M DWG9 OFSC7IFMN P -M I 8006.FRAMS-HFA SILL&JAMS 6 4 8WS DRIPCAP 58048 6 IW07 SCREWCDWR 6RW 7 8049 WTALLPLATE 69009 8 FRAMBA Y3CREW @8 XI'FHQUAD781 A 20 Sm am 21 8414 69D14 22 SOI3B. 6MI3 35RODS/16.18XW 5RBA�RWM=FMNM5?I6-I9 6TRODA 38 737 V 8039MP 60378M OD #8XA'PA >XtlVETECSiREW 17WO4PMV 106 !� BACKBEAD I am -11--mmagummomd 62 8DZ9 SWEXIMUSTIUM I 59024 80 lOB3AkFMMWGRASMWMYMM 680338 8t 6IBIiX2VTPHt9DtIsW 1D t7CNvr 83 YTRHDTMSCREW Mmm�— 84 8066 6m (x.AWS. REAffi & MLYMME 90 SBAIJINP WW aMMMIS M in OE RAVAM 91 ---4ww LAMII4A fiA83 311Q 92 OIASS 16' 3116• 93 7/16" IAM1NATlDta w 6' ANN,.07S VAN=A.3/16' He 94 7/16"IAMiISATEDQABS 1s VAS 3/16' 96 LAM LG 6• T J!4' SPACF .YWAM,MPVRYWIM 96 7/8' LAM1 La 6' T V4' SPA 3/16' 3116' 97 LAM IA 6•T V4•SPA 3/16' aMO7SMANCWA.YIVjM 95 7W LAM WON- S 14' E'A V YANMV YI9 106 SM BMXWAD GM 106 !� BACKBEAD GIM 107 711 BRAD 69473A 1� GOAA IGMAD 4A 109 1220 tVPMBULBWSTPMM 6nw „ , Prseritxlf ju�UN ALUM. FRENCH DOOR & SIDE UTES li -� +raso666:A s+�e WA 7 a 12 �.WW41 IP> MM VAVUM fm .>�160 � TS •• • •9e• • • • •0• 9999 •• ••• ••o• 999• 9999 o•• • • 9 • • •999.9 •• •• 0 0000 •9s••• • 0 o • • • •••• •000.0 • • • 0000 •• • 0000 • • • !1� A tllf/ .� • �Y V�Y`'..........1fqsales ''•. p11 :'O •' � g0•SAiti �• �: ��CIA. •. FLo%*A. Q4 WAR ��`�� %CTL RE ��''�FSSIONA;:••�• E FL P.E.# 58705 082 1. 3.838--+-f #8006 6063-T6 a FRAME, HEAD, JAMB AND SIDELITE SILL .583 O#8003A 6063-T6 OUT -SWING SILL .060 —�- 1.363 �-- O#8004C 6063-T5 A OS SILL COVER 1 �3.018� !..— �2 2.000 1g .1_._ .fi8;i TI -------3838---I 4.027 1.0.33 .050 O#8008 6063-T5 DRIP CAP #8056 6063-T6 L: J INSTALL PLATE 10 OUT -SWING LOW SILL 20 #8012STILE I 'i 22 #8013 6063-T6 BOTTOM RAIL 1.838 .100 8.250 j #8013A 6063-T6 &BOTTOM RAIL, LAG BOLT DESIGN .076 I.M T 21 #8014 6063-T5 TOP RAIL T .076 1.936 T 1.467 E"•----4.434 1.160 I .311 .j PT 040 6 #8007 6063-T6 SCREW COVER 1:940-1 .498 ..L .osfl #8017 6063-T5 23 TOP SWEEP .050 797 T2.240 ' ..' #8016 6063 -Ti:::: 24 BOTTOM SWEEP... 075 .. •. 1.1 0 • • • 2.644 #8014A 6063-T5 #8015 6063-T6 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL mnmamoffamm EXTRUSION PROFILES ALUM. FRENCH DOOR ASIDE UTES IMPACT 9/Y 8 .d 12 r- 8000-ff E • • • • • 0000• •0000• 0000• 0000 • • 0000 _.tttttllti. somo =: �'''cFS310N A t;��`��` A Z)4 m+c.►.trc, P.E. FL P.E.# 58706 27 #8021B 6063-T6 GEAR HINGE, JAMB J_,-.050 .438 61 #8028 6063-T5 SL HEAD TRIM aaa .353 072 41 T 28 #8020A 6063-T6 GEAR HINGE, COVER I11.3H .125 •050 O#8056 6063-T4 SUBSILL•, OPTIONAL 1.189 '_ .045 .1az I � —1.783- p, 29 #8018 6063-T5 HINGE, BACK-UP 075 p::_'2.438---4 2.438----4 30 #8019A 6063-T6 GEAR HINGE, DOOR .002 000 3.838--� 70 #5010 6063-T6 NARROW SL JAMB 750 .045 .8188r- 6063-T #8026A 6063-T5 9 �BACKBEAD 5(9 SLB CKBEAD�J 716" BEAD 5 107EL7AI uwava DAOIQ vA R Sam n movalme .040 .437 �•�- #8024A 6063-T5 I.G. BEAD �1.812� .100 37 #8039 6063-T6 TRUSS CLAMP #80336 6105-T5 80 FD ASSY BEAM sees. sees. sees • 0000 0000• r--x.313--�--� • • • • . • 0000• .050 62 #8029 6063 -TS •' SL JAMB TRIM YCH DOOR & SIDE � � •tea 1%2 e d 12 IMPACT 8w&ll `���� N•1 \.YNN �� 'iii {,8705 A. Lllll�l��f31V1`P.E. FI P.E.# 58705 SPACING 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS. OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS. SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS. FOR MULTIPLE PANEL ONS OF ELS. UNLESS OTHERWISE STATED. DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: -1/4" ELCO ULTRACON 2 1/4" ELCO SS4 CRETE -FLEX 3 -912 STEEL SCREW (G5) • • • • i CONCRETE SUBSTRATE USE TYPE 1 AT 1 3W MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 314" MIN. EDGE DISTANCE FOR BOTH. one: • WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/B" MIN. EMBEDMENT. as** • 3. SINGLE PANEL. CONFIGURATIONS: (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) • • A••• HEAD AND SILL...»8" MAX. FROM FRAME CORNERS. • • • • • ...»...11' MAX. FROM FRAME CORNERS. 18.60V MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571' MAX. O.C. WOOD SUBSTRATE (DETAIL S} • • • 0000 • 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) • • ' HEAD AND SILL......8° MAX. FROM FRAME CORNERS, AND AT 3" AND 8" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4}. : .1 • JAMBS --11" MAX FROM FRAME CORNERS AND 18.500" MAX. O.C. • • I • 6. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D. WOOD SUBSTRATE) HEAD AND SILL.»...8' MAX FROM FRAME CORNERS, AND AT 30. W. 9" AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8� PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4°. JAMBS..»»..»».... -...11' MAX FROM FRAME CORNERS AND 10.571" MAX O.C. NpQ , R "m Nan. Fl.airrtW8'Kf-ts� � W.` (�?; C•1: � • [� ��7 Til i ALUAL FRENCH DOOR & SIDE LITES A �•e eae. mra,w FVM 1/4 10 a 12 8wo-11 a • • 0000• 0000 • •••• 0000• • • • 000.0 •00.00 • 0000• • • • • • • ••••6 •060.0 •0000 0000 • • 0000 _,��lillllli,. `,.1 i LYNN J,f, V,� _' N0.58705 :.Iff; p . srAZE of ' ,� AORM0 -` C.> A L1.01 JOA .. i P.E. FL P.E.# W705 11" 11' 3" MIN. HEAD 8 SI ATYP. ANCHOR 110 3" MIN. � ~ HEAD & SILL ATYP. ANCHOR 11° CLUSTER CLUSTER 10.571' (TYPICAL) (TYPICAL) 10.671' JAMB 18•x' MAX. JAMBO C. JAMB l —s. JAMB MAX. O C. �A ANCHORS HT. QTY. MAX ANCHORS®CAN HT. QTY. HORS HT. QTY. 18600° MAX ANCHORS HT. QTY. 95 3f4" - (8) O.C. 913!4` -(6) 96 314" - (8)95 91.3!4" -{8) -T 3f4' - (5) 91 we - (6) D.C. A ® 95 3f4" - (8) (2) EO. (3) EQ. 913141 - (8) 87 314' -(5) 83.V4-.(5) 79 3141 87314'.(S) 83 3/4" - (7) 87 3/4' - (6) 83 3f4 - (5) SP. TYP. SP. TYP. 87 3/4 (8) 93314"-(T) - 5 11" 79 3f4" - (7)11" 79 314' - (5) 79 314l- (7) 11' D --11• DET ILA (CONCttETE) DETAIL B ® cw00) DETAIL C CONCRETE SEE NOTE 5 DETAIL D (WOOD) ® (CONCRETE) ® A (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) REGARDING (2 OR MORE PANELS) APPLICABLITY ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES: 1 OR 2 20113 1OR2 ANCHOR 20113 LOCATIONS SPACING 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS. OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS. SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS. FOR MULTIPLE PANEL ONS OF ELS. UNLESS OTHERWISE STATED. DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: -1/4" ELCO ULTRACON 2 1/4" ELCO SS4 CRETE -FLEX 3 -912 STEEL SCREW (G5) • • • • i CONCRETE SUBSTRATE USE TYPE 1 AT 1 3W MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 314" MIN. EDGE DISTANCE FOR BOTH. one: • WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/B" MIN. EMBEDMENT. as** • 3. SINGLE PANEL. CONFIGURATIONS: (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) • • A••• HEAD AND SILL...»8" MAX. FROM FRAME CORNERS. • • • • • ...»...11' MAX. FROM FRAME CORNERS. 18.60V MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571' MAX. O.C. WOOD SUBSTRATE (DETAIL S} • • • 0000 • 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) • • ' HEAD AND SILL......8° MAX. FROM FRAME CORNERS, AND AT 3" AND 8" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4}. : .1 • JAMBS --11" MAX FROM FRAME CORNERS AND 18.500" MAX. O.C. • • I • 6. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D. WOOD SUBSTRATE) HEAD AND SILL.»...8' MAX FROM FRAME CORNERS, AND AT 30. W. 9" AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8� PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4°. JAMBS..»»..»».... -...11' MAX FROM FRAME CORNERS AND 10.571" MAX O.C. NpQ , R "m Nan. Fl.airrtW8'Kf-ts� � W.` (�?; C•1: � • [� ��7 Til i ALUAL FRENCH DOOR & SIDE LITES A �•e eae. mra,w FVM 1/4 10 a 12 8wo-11 a • • 0000• 0000 • •••• 0000• • • • 000.0 •00.00 • 0000• • • • • • • ••••6 •060.0 •0000 0000 • • 0000 _,��lillllli,. `,.1 i LYNN J,f, V,� _' N0.58705 :.Iff; p . srAZE of ' ,� AORM0 -` C.> A L1.01 JOA .. i P.E. FL P.E.# W705 A CONCRETE ANCHOR 114" MAX. 114" MAX (NOTE 1) GROUT, NOTE 6 NOTE 5 1 11 EMBED. SEE :•: •NOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) t,,Vp�',3.41GSI MIN j i•x�•� `. `(; CONCRETE: �; . )PTIONAL SIDE LIl SUBSILL TO CONC AIR SEE CONCRETE:; NOTE 1 � NOTE 2 GROUT t,,Vp�',3.41GSI MIN j i•x�•� `. `(; CONCRETE: �; . )PTIONAL SIDE LIl SUBSILL TO CONC ® TYPICAL SIDE LITE SILL (DIRECT TO WOOD) aEXTERIOR_ INTERIOR [� 4 4 KSI A1 ; CON CRETE_ -w_ . EMBED. SEE :NOTE 1 2x WOOD SEE NOTE 3 OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) PSEE IVO 3 T R IV4" 114 MAX. • • ALJ MAX. 1�j SHIM • • • SHIM • • • CONCRETE ANCHOR, SEE NOTE i A AED. ®WOOD ANCHOR SEE NOTE 2 e e ••� ® TYPICAL ITE HEAD NOTES: ... 1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" ULTRACONS OR 114" SS4 CRETE -FLEX MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN. EMBEDMENT: 1/4 ULTRACON -1318",114° SS4 CRETE -FLEX -1314". 2 FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GM OR ELCO 114 SS4 CRETE -FLEX -1 318' MIN. EMBEDMENT FOR EITHER • 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • • DEPICTED AS 2x ARE 1 1W THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION WUH 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 808346 AND A MIN. OF 118' THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALLBE A # 12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. b. IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT. 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 111=25=74 ftfimbixot ALUM,. FRENCH DOOR & tI m!4 10"1*1 at 12 woo -11 rommumnwimm a..R�l-toti3.'713-t5 • • • • • • 0000 0000 • •••. 0000 • • . . 0000 • • 0000 •0000• e 0000 • 0000 • • II111 NV LYNN No. 58705 STATE OF flzomop- ONAL a LYnI?i6�SIi�1i, P.E. FL P.E.B 68706 114" MAX. WOOD ANCHOR, 3PTIONAL � NOTE 2 GROUT SEE NOTE 2 OPTIOI SEE 84 1JG MAX. NOTE 5 it ROUT NOb 1 . � 1 "a•t�•d"�.ii•'.,.r.a rt .. s•t:. .,a JF�.i: •:,y..w. .c, � SEE 13/8" NOTE 1 MIN. 2x WOOD, SEE MIN. 2x WOOD. SEE _._� + NOTE 3 NOTE 3-- ® TYPICAL SIDE LITE SILL (DIRECT TO WOOD) aEXTERIOR_ INTERIOR [� 4 4 KSI A1 ; CON CRETE_ -w_ . EMBED. SEE :NOTE 1 2x WOOD SEE NOTE 3 OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) PSEE IVO 3 T R IV4" 114 MAX. • • ALJ MAX. 1�j SHIM • • • SHIM • • • CONCRETE ANCHOR, SEE NOTE i A AED. ®WOOD ANCHOR SEE NOTE 2 e e ••� ® TYPICAL ITE HEAD NOTES: ... 1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114" ULTRACONS OR 114" SS4 CRETE -FLEX MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN. EMBEDMENT: 1/4 ULTRACON -1318",114° SS4 CRETE -FLEX -1314". 2 FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GM OR ELCO 114 SS4 CRETE -FLEX -1 318' MIN. EMBEDMENT FOR EITHER • 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • • DEPICTED AS 2x ARE 1 1W THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION WUH 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 808346 AND A MIN. OF 118' THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALLBE A # 12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. b. IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT. 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 111=25=74 ftfimbixot ALUM,. FRENCH DOOR & tI m!4 10"1*1 at 12 woo -11 rommumnwimm a..R�l-toti3.'713-t5 • • • • • • 0000 0000 • •••. 0000 • • . . 0000 • • 0000 •0000• e 0000 • 0000 • • II111 NV LYNN No. 58705 STATE OF flzomop- ONAL a LYnI?i6�SIi�1i, P.E. FL P.E.B 68706 EXTERIOR INTERIOR* SEE NOTE 1, /4"MAX GROUT. SHEET11 iE NOTE S. -I SHEEP 11 SEE NOTE 1. SHEET 11 ffel ".1 CONCRETE ANCHOR. SEE NOTE 1, SHEET ii 1W MAX GROUT Ns.EE NOTE SHEET II 84 OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) 84 Nam 3,� CCT 44 — TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO WOOD) (SUBSILL TO WOOD) EMBED YCb SEEN NOTE 1, NOTE 1, C 90ANWX7 soft HEET I I HEET I SEE NOM 1, I SEE NOTE Z INTERIOR SHEET 11 SHEET 11 .: I rb MIN. 0 • --L4.. - S, A Ki.••IS CONCRETE (ALL JAMS SECTIONS) 4 CO so •SRI] HIS EXTERIOR sees* 000000 *40410410% rE 1, SEE NOI SHEET 11 3A KSI MIN. CONCRETE Soso *4141041 K__ R3 94 � -=BP— X=IF OR 1.5 KSI *00000 00000 IS 3.4 KSI MIN. MIN. CMU •00:940 CONCRETE 2X WOOD, EE NOTE 3. 000000 so Ix SHEET 11 IS • 8 NOTE IS 11 to I: ... • :. :see W MAX SH' 11C MAX -4 vv MAX.sHim •*04 • 0 • 00 00000 • • 0000 TYPICAL DOOR & SIDE LITE JAMB jaEAIge 56m cl STATE OF FX lwm 9 MWANT A00311MI A0DALTMXWT0PaBQrMUiMEXMW&A X% ANCHORAGE DETAJLS At k% (0) Rm% Alt2. c X=4V=AVrA#A Tim % q10 % w—dw Vari- pamwim ALUM. FRENCH DOOR & SIDE UTES, IMPACr NAI im, ON" 0 immiftsm, Ax P.E. — -- Ammma RUM 5 x - 'M20* 114 12 -12 W00-11 F K l2rRM L. r "a mm _1' I I - JOSE FL P.EJ SOM So.. WOOD A ANCHORWOODANCHOR, SEE NOTE 27. SEE NOTE 1. SHEET 11 SHEET 11 IW MAX f lie MAX GROUT GROUT A I SEE NOTE'ZCs,. 5, SHEET I I Sm I _TT r EMBED. -so Now I. 1318' 1318• SHEET 11 MIN NNUTSMIN. SHEET 1_1 OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) 84 Nam 3,� CCT 44 — TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO WOOD) (SUBSILL TO WOOD) EMBED YCb SEEN NOTE 1, NOTE 1, C 90ANWX7 soft HEET I I HEET I SEE NOM 1, I SEE NOTE Z INTERIOR SHEET 11 SHEET 11 .: I rb MIN. 0 • --L4.. - S, A Ki.••IS CONCRETE (ALL JAMS SECTIONS) 4 CO so •SRI] HIS EXTERIOR sees* 000000 *40410410% rE 1, SEE NOI SHEET 11 3A KSI MIN. CONCRETE Soso *4141041 K__ R3 94 � -=BP— X=IF OR 1.5 KSI *00000 00000 IS 3.4 KSI MIN. MIN. CMU •00:940 CONCRETE 2X WOOD, EE NOTE 3. 000000 so Ix SHEET 11 IS • 8 NOTE IS 11 to I: ... • :. :see W MAX SH' 11C MAX -4 vv MAX.sHim •*04 • 0 • 00 00000 • • 0000 TYPICAL DOOR & SIDE LITE JAMB jaEAIge 56m cl STATE OF FX lwm 9 MWANT A00311MI A0DALTMXWT0PaBQrMUiMEXMW&A X% ANCHORAGE DETAJLS At k% (0) Rm% Alt2. c X=4V=AVrA#A Tim % q10 % w—dw Vari- pamwim ALUM. FRENCH DOOR & SIDE UTES, IMPACr NAI im, ON" 0 immiftsm, Ax P.E. — -- Ammma RUM 5 x - 'M20* 114 12 -12 W00-11 F K l2rRM L. r "a mm _1' I I - JOSE FL P.EJ SOM So.. 1 0%1 au MIAMI•DADE tip ITY MIAMI DADS COUNTY • PRODUCT CONTROI, SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 CO" NOTICE OF ACCEPTANCE (NOA.mlamidadegov/nernJ PGT Industries - 1070 Technology Drive SEP 18 2014 North Venice, FL 34275 SCOPE: I`-3 ` _ _ This NOA is being issued under the applicable rules and regulations governing a use o`tion materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)- reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by M' duct Control Section that this product or material fails to meet the requirements 4of applicable buildingcode.This product is approved as , has been designed to comply with the Flori a 'ding Code, including the High Vol H e Zone. DESCRIPTION: Seri i6SGD 780" Aluminum Sliding Glass Door (Reinforced/Non-Reinforced ` L.M.I. APPROVAL DOCUMENT: Drawing o. , Glass Door I , .sheets 1 through 23 of 23, dated 05/01/2007 with revision "B" dated 10/13/2011, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing th Product Control Revision stamp with the Notice of Acceptance number and n e the. .Miami Dade CounCy uct Control Section. MISSILE IMPACT RATIN : Large and Small Missile Impact Resistant LABELING: Each unit shall be ermanent label with the manufacturer's name a go, city, state and series and following statement: "Miami -Dade County ro uct tro Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 11-1018.12 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentagbn was Ieviewad Jy�sjutie D. Gascon, P.E. • . • • . • • .. ... .. . .... tea ORE cou n NOA No 12-0514.04 • ► • • • ' • Expiration Date: August 02, 2017 •" '°�• ' Approval Date: August 02, 2012 • Page 1 .... ....... . . . . . . . . . . . . .. ... . . .. .. PGT Industria NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # # 11-1018.12) 2. Drawing No. 8100-11, titled "Alum. Sliding Glass Door, Impact ", sheets 1 through 23 of 23, dated 05/01/2007 with revision `B" dated 10/13/2011, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller B. TESTS (submitted under file # # 11-1018.12) 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 Aluminum SOD, prepared by Architectural Testing, Inc., Test Report No. ATI -8124.01-401-18, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 Along with marked up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, FTL-56199 dated 07/07/2008, FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT Industries, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Original submitted under files # 11-1018.12/ # 08-1202.11) 2. Glazing complies w/ ASTME-1300-02 & -04, D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer", expiring.on 12/11/2016. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Satlex and Vaneev#.cjAV gntl cglor. iptexlAyers", expiring on 05/21/16. • 4. Notice bf Accbp c& lila 68.b520.08 issued to Solutia Inc. for their "Vanceva CompgjitejAiSUIejer6; —expiring on 12/11/13 ... ... . . .. • Jaime D. GeseO , P.E. ... • Product Control Section Supervisor . .. .. . . .. .. NOA No 12-0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 ... . . . . ... . . . ..... . .. . . .. .. . . . .. .. .... . . .... . PGT Industries NOTICE �QF ACCEPTANC& EVEVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 05/14/12, signed and sealed by Lyn Miller, P.E. 2. Statement letter issued by PGT, dated 05/14/12, "Renewal with no change "signed and sealed by Lyn Miller, P.E. 3. Statement letter of conformance and compliance with the FBC 2007 and FBC-2010, dated 14/14/2011, signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # 11-1018.12) 4. Statement letter of no financial interest, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E.(submitted under file # 11-1018.12) 5. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15- 27.001 of the FBPE, dated 10/07/2011 signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # 011-1018.12) 6. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08-1202.11) 7. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA renews NOA # 11-1018.12, expiring on August 02, 2012. 2. Test proposal # 07-2583, dated 03/19/07 approved by BCCO. .. ... . . . . . .. . ........... . ... ... . . ... ... . . .. . • . . . . . • ..... . . ..... . ... . ...... . .... .... . . .... . 9-2 C Jaime D. Gascon, P. . Product Control Section Supervisor NOA No 12-0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 . GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STTRENGTHS - T = TEMPERED Eaa HEAT STRENGTHED A a ANNEALED INTERLAYER TYPES - SGP n .080 DUPONT SENTRY GLAS PLUS SYS -.075 SOLUTIA VANCEVA STORM DBPVB -.080 DUPONT 13UTACIT'E PVB SSS PVB a .090 80LUTIA SAFLEX IVB 1,3.711W LAMk (1) LITE OF 3116° A GLASS AND (1) LITE OF S/16' b, GLASS W/AN .080 80P OR .078 SYS INTERLAYER. LITi_B OF amfin Mck H AN .090 SOP OR .076 , VAS INTERLAYER ,9 7118° LAMP ltlLIN OFA"_ GLA88AND (1) INTERI.A 8,10 - 9118° LAMI: (2) LITES OF IW HS GLASS W/ AN .080 §M OR A76 ,Sys INTERLAYER 11,12 - 9/18" LAMk (1) LITE OF 1/4' 9 GLASS AND (1) LITE OF 1/4° 12 GLASS W/AN .090 DM OR -0-MR INTERLAYER. Ala- 1/180 LAW I.G. 3/18° T EXT. CAP + 3180 AIR SPACE + 7M8° LAMk (1) LITE OF 3118° A GLASS AND (1) LITE OF 3/180 HS GLASS WI AN .090 SGP OR .078 W INTERLAYER. 1448 - 18' LAMI LM 3118° T EXT: CAP + 318" AIR SPACE + 71180 LAMI: (2) U7ES OF 3118° GLASS VW AN .090 SOP OR.076 S1t81NTERLAYER. 17.18 -1 ° G. 3118° T EXT. CAP 318" AIR SPACE +7/18° LAND: (1) UTE OF 3118° A, GLASS AND (1) LITE OF 3118" �GLA88 W/ AN .090 DBPVB ORS INTERLAYER. 19,XI - I jidt LAN La 3/18° TEXT: CAP + 8M8" AIR SPACE + 9118' LAMk (1) LTTE OF 1/4° AGLASS AND (1) LITE OF'U4 aGLA8S WAN.000 SOP OR.076 SVS INTERLAYER 20,22.1 11 1 1� I.G. 3118° T EXT. CAP + 6118' AIR SPACE + 9118° LAMk (2) UTES OF 114° �i8 GLASS W►AN .090 S POR .076 8V8 INTEWAYER 23,24-1 1 8' LAN I.G. 3118" T EXT. CAP + af18' AIR SPACE + 9118' LAMI: (I LITS OF 1/4' AOLASS AND (1) UTE OF 1/4° HS GLASS W/ AN .090 l2OR PSSyB INTERLAYER. 26,27.1 31111PLAMII.G. 1140T E)CT: CAP* SM8' AOR SPACE+ 7118" LAMI: (1) LrrE OF 3/18" A GLAD AND (1) LITE OF 3118° M GLASS W/ AN .090 8QPOR .076 M INTERLAYER. 28.28 -1 1118" LAMI LG. UP T EXT. CAP + 6M"AIR SPACE* 7118" LAMI: (2) UTES OF 3118' �t,�R GLASS WIAN .090 SOP OR ,078� INTERLAYER 29,30 11_11_W L_AMII.G.11461W. CAP+6118° AIR SPACE + 7118° LAMI: (1) LITE OF 3118° QGLASS9 AND (1) LITE I OF 3118° HS GLASS W/ AN A90 DWO OR SS INTERLAYdt. 31,33: 1 1/18° LACI I I.G. 1/4" T EXT: CAP + 114" AIR SPACE + 9M89 LAMI: (1) LTTE OF 114° A GLASS AND (1) LITE OF 114° GLASS W/ AN .090 NZOR .076 SVS INTL=IB AYER 32.34 - i IL16- LAMI I.G.1/401' EXT. CAP* 1140 AIR SPACE + 9118" LAMI: (9) LITEB OF 114' 1MB GLASS WIAN .090 OR.Oi'6 2.INTERLAY 002 ORINTERLAYER. 36,38 - I 114 T EXT. CAP + 114 AIR SPACE + SM0" LAMI: RE (1) LOF 1/4 ,&GLASS AND (1) UTE OP /4" HS GLASS WAN A0 D t. DESIGN •A..NEGAT IVS DESIGN LOADS BASED ON TESTED PRESSURE AND GLA88 TARILES ASTM 81300-0'1. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-0x. L ANCHORAGE: THE 33113% STRESS INCREASE 1 BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT L mnw ToSTEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH I3. I. SHUTTERS ARE NOT REQUIRED. L INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. L REFERENCES: TEST REPORTS FTL-6264, FTL•627J, M-6818. FTL-6819, ATI.81241.01.40I48-RR1 E.CO TEXTRON NOA: 07.0426.01, 03 OW.b6, ANiWAF&PA NDS -2W5 FOR WOODCATaUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL �. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 1. DOOR S12E8 MUST BE VERIFI D FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BULDING CODE. AS APPLICABLE ® • 1. CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. (120°) HIGH WITH A MAXIMUM OF EIGHT 6 FT. NOMINAL WIDE DOOR PANELS. � • • BODE OR OUTSIDE CORNEA DOORS - MAXIMUM OF 4 TRACKS BY I0 F� MAXIMUM OF FOUR 8 FT. PANELS EACH SIDE OF COR0W,, SEE EXAMPLE ELEVATIONS, SHT.13 AND PANEL CONRTGURAT10b" iP:14. yy x XO. ox, xX Aoaa"m FL 84= Pea 8?8 stsiva 7 NOA DRAWING MAP SHEET GENERAL, NOTES»»..»««.1 GLAZING DETAILS.»..»«». 2-3 ANCHORAGE««««».........»4.13 DESIGN PRESSURES_.. 4 9 ELEVATIONS.....».....«».....14 CONFIGURATIONS........«.1418 VERT. SECTIONS, ........ 18-17 HOAR SECTIONS;_— 160 PARTS LIST.... ..... «....«.«.» 21 _.....22-23 Ngo„ � zor�, • • 'trodecf • • e see* •s ilei •• a illi sees :**all: • i e � •• 1 itis •i• • • • 1HtTItBViSBDe e • • • ®�ffipiy'AII��IQQ< Y , :f• �14oj e ALUM. SLIDING GLASS DOOR IMPACT 8GD7>� NTS 9 a 23 8900-11 i�oAtl e , eee • see• • s e Ary ��'��SS' ftONA�- �•``�• A. LIYMN � 11, P.E. p"am FXTERIOR 3118" M QI.ASS �-ow §9p OR,Q76 SYS 5118° S GLASS —M 711V NOM. — .85° NOM. GLASS $ITE ® 7116" LAMI GLASS TYPES 2 & 4 3118° I-lfi CiLA38 .080 BSPVB. Q= OR,=SVS 3/18°,66F ASS --v WNW. - 44�. OR 4 l66 G MING TYPE OPTIONS KEYS: (GLASS FB=CIPES ARE MOM MUMOR TO INTERIOR) GLASS S'iR aMS • T m TEMPERED HS = HEAT STREc1MUED A ss ANNEALED INTEFCAYER TYPES - SGP = .080 DUPONT GENTRY GL AB PLUS WS w.075 SOLUTIAYANCEYA STORM DBPYB ..081) DUPONT BU'FACITE PYB SSPYB es .080 SOLUnA SAF LEX PYB > mgm - 114"IMt LASS .080 wr OR�SYS 114° 12OLASS --4 8118° NOM. 47 .—.. IW NOM. i rs 114°ISGLASS .080 DBm, GOP OR:05 we 114" eGLASS --+ 9148" NOM. X28 OR 4 ( b5 AW NOM. GLASS BITE Kil .W NOAH. GLASS WE v v 26 / 9116° LAMI GLASS TYPES 7.9. 11 & 12 ��sassa I � a t9srrb8' Beuer at a mmmWAuffim tbt Mw awki !Am N• 16 t P .• .00V .. . .,•. • . • 0*00 00:6 .•• .... *0 4w how WOO 0000 ... s Bggdb* CM N. 'JK • i • •• • •..• • • ••.• 111111 Je,BN'k��: ''� S�tL?d�lAti•�`�� a (OE 3/16" HS GLASS ®.090 §2P OR..=WS 3118" NO GLASS --r 318° AIR SPACE 3118" OR1T_ —•y 1 1/98°" N NOM.—Im 1•— .e5" NOM. ®32 OR 42 BITE 55 26 1 1/16" LAMI I.G. TYPES 14,16, 26 & 28 0 OUTSIDE 3/18" MS GLASS .090 RjW SSPVB. Stip 011,075 SVS 3118" A GLASS --• 316° AIR $PACE 5118° OR 914° 1 1118° NOM. 46 EM Q5,11E 11 26 ) - 11116" LAMI I.G. TYPES 13,15,17,18, 26, 27, 28 &10 ILA*G TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTFIS:. T =TEMPERED HS a HEAT STRENGTHED A m ANNEALED INTERLAYER TYPW • SGP = .t1B0 DUPONT SENTRY QW PWS SVS a =SOLU77A VANCEVASTORM DBPVS =.000 DUPONT SUTACITE PVS SOM a .ON SOLUTIA SAFLEX PV13 OUTSIDE 114" NO GLASS .090 GP 011,076 SVS 114" !S BLABS —+ 3W AIR SPACE 3116"ORINI 1 11ie° NOM. 46 1 OUTSIDE 1/4" lS GLASS .�0 D.P1B�11,13, SGP OR SVS 114°®GLASS —� 3W AIR SPAC^ 3118-011114-:[7-11— � 11/1e° NOM. — I -. X32 OR 1 1/16R LAMI I.G. TYPES 19, 21,23, 24, 31,33, 35 & 36 vmwmcwmm1.AM11.G. GtAZWO DETAILS -Po XdUIC ALUX SLIDING GLASS DOGR IMPACT-- ivoxomn� sazra T?�bdy aw, VAM "t"W ` swm 1x 8 a 23 1 8108-11 40 . g PA E 2: A.AMlL P.F. PsAmoB mvowo Wmagnma AsNo 2 •O�j7 •e • w w• • • •••• • • • ••••• • •• • 4wS�wMt�4t•1'1•r}� •we:� .es NOM.No;•w' t o w GLASS • ASITE w • _ i•••• w • aaoi�wrue 1 1/16R LAMI I.G. TYPES 19, 21,23, 24, 31,33, 35 & 36 vmwmcwmm1.AM11.G. GtAZWO DETAILS -Po XdUIC ALUX SLIDING GLASS DOGR IMPACT-- ivoxomn� sazra T?�bdy aw, VAM "t"W ` swm 1x 8 a 23 1 8108-11 40 . g PA E 2: A.AMlL P.F. PsAmoB DGSIgN PRESSUP AND ANCHORME -NO REiNFORCEIj_t1ENT -4 lir OR 6114" SILL (SEE NOTES BELOW FOR OTHER SILLS) .MIA Leml 7/16 AnWHeat wl SGP or SVS Inforleyer :-HEAD & SILL (H&S) INTERLOCK & 87MGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 1 3 >•IAMB ANCHOR QTY. >P-H0%ANCHDR QTY. E DETAIL SHL 13) TABLE 1A. ( 114° NOM. � � � � � z � � � � FRA •' 5 � � . ' � .= S cj � � $ cd •: H rs .= Z3 � .: nr SILL 1i7, V8 POS. DP WIDTH � � � � POS. SILL DESIGN HEIGHT PRESSURE 16180 N/A 23/4- +60.0 PSF 3112" +73.3 PSF 41/2" +60.0 PSF 61/40 +80.0 PSF NOTES 1-3 DESIGN PRESS. + + +BW41C 1 +1 +1 C4+q C4+1 C4+1 04+1 04+1 C4+1 C4+9 1 04+1 C4+1 04+1 C4+1 C4+1 $ C4+9 C4t1 +1 04+9 C4+J14 24- PM 8 8 8 8 8 9 9 9 1 10 10 1 11 19 P 4 4 4 4 6 8 8 8 8 8 8 8 8 6 8 PRESS. + + - + - 9 04+1 C4+1 +9 1 C4+1 C4+1 04+1 04+1 C4+ C4+1 1 C4+1 C4+1 1 CA+1 C4+1 9 1 30° tom) JAMB 8 8 8 8 8 9 8 9 8 10 10 0 11 14 11 11 11 9 ffla 4 4 4 4 4 4 6 8 B 8 6 6SIG PRESS. + + + ++ - S 1 C4+ C4+1 1 C4+1 Cot C4+1 C4+1 C4+1 +1 C4+1 C4+ + 1 1 06+1 04+ 04+1 C6+1 38- {30) 8 & 8 8 8 9 9 9 10 9 9 9 10 10 10 10 10 11 91 11 11 11 1 P 4 4 4 4 6 b 8 8 b 8 S b —5-5 e 8 8 6 6 S + + - • S 1 9 C4+2 C4+1 C4+2 +1 04+ 04+ C4+2 04+1 1 04+2 C4+1 C4+1 1 1 C4+i 42' JAMB 9 8 10 B 10 9 9 91 9 9 11 40 0 11 10 10 92 11 11 12 11 91ISEE. P= K 4 4 4 4 6 b B 6 8 8 b B b S 9 8 1 6 1 8 8 8 7 � tk FFkdb DFSIGN PRE + + + +MW -M3+ 8 1 C4+1 2 04+1 1 + + 1 + 04+2 C4+9 C4+1� C4+2 C4r1 04+ 2 C4+1 C4+ C4+1"I 48° (e0) 0 8 8 91 119 9 11 9 9 , 11 10 11 10 40 11 41 11 11, P-HOO 4 4 8 4 6 8 8 8 8 8 b 8 8 8 @ 6 8 6 1. + 6 UESI PRE83. -� + + •7IN 1 MS 2 104+111043 04+1 CII+2 C441 C4+1 +1 C4+1 2 • • i qo 2-(/ • • 64" (48) 94 8 8 8 1 9 12 A 92 8 9 • • • • • PTm 4 1 41 64 6 6 b 6 8 8 8 PANELS OVER 48- WIDE NOT AVAILABLE OVER SIP MON • r • DES i0 PRESS., + •78 . + + 8 •••:s• ••••• 04+2 +3 04+1 + C4t2 + 1 I C5#2 • • • • • •••••. 80°on B 12 8 1 9 9 9 12 9 F 9 4 8 4 4 56 8 S 8 • ••••• • • ••••• •• •• • •••••• • • • 9RpDU(:r1tBYl8� • i�iFiortda • • • • • • sot OH LENGTH � � 1. POSITIVE PRESSURES IN TABLE ARE 13ASE.D ON THE USE OF THE 4112" OR 6114° SILL. �' • 2. WHEN USING THE 2 314° 8311. POSITIVE OP IS 60 PSF MAX. AND WITH THE 3112- SILL. POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. nitm—Pi mai s Ptoi not 8antol 3.2 314°, 3112°, 4 U2- AND S 914- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 18/8° SILL IS NOT AND MUST ONLY MUSED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN INTAKE 1 MAYBE USED OMHEIGHT` WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMN OH MIGHTEQUAL LYNN THIS CONDITION i8 NOT RATED FOR WATER INFILTRATION. TO 9 `���' • •' �: 4. ANCHOR TYPES: 1.1/4- ELCO IILTRACON (FORMERLY TAPCON) Z IW FICO 684 CRETE -FLEA( 3. #12 8TEEL SCREW (G6) OR GREATER J� � Jc�� �� 8. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.Li m it S. GLASS TYPE KEY$: (SEE NOTE 1, S) E71 FORCOMPLETE DFJ3CRIPTiONB) = : N0.68705 1.3 - 7/10' L• AMI (1LN SS W/ SOP ORj/8 $M NOTE 3 A c Qt :j•taTAIFf %7�`.'••.FoR�o?:.� _��'��ySIO�1N��A�L�;a�`` W00,DP n am IrAUTIAWK-SUDIM ANDAORb4GE LAMI TABLE 9 NCH .+� 10 3"1 8 NaCHANIX7 &MT mw GLAS3D00 JMPAC7 _._ Pic flAm? A ADDAWWRM81tLSM&IWQtA887YN28AFMAAIQ/=rtP44B �'•� n+cxows.>� sr�ro Yt tbb Berner IL LYNNEffIL PE. vmwqp �` RK�9lC/ aDreD NTS 4 f 23 8911D-99 B P. seroa DESIGN PRESSURE AND CHORALE - NO REINFOBCEMENT - 41 " OR 8 9 r SEE NOTF-SMELOWFOROTtIERML&M TABLE Z. Lami 8/18 AradWeatwl SGA or SV8 lnterlayer >HEAD & SILL (H&8) INTERLOCK & STRAIGHT & CORNERASTRA43AL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 7, 9 ;-"B ANCHOR QTY. >P -HOOK ANCHOR QTY, EE DETAIL SHT. 1 TABLE 2A. DOORMIDGHT 98° lar {8m 11 OR � � � � � � � � � � � � z � � 8 � � � � 8 8 SILL HT. VS POS. DP PNOK ANEL FRAME WIDTH SIDE c3 � cs H H P08. BU DESIGN HEIGHT' PRESSURE 1$/Sg WA 23140 +30.0 PSF 3 9/2" +73.3 PSF 41/2" +80.0 PSF 51/0 +80.0 PSF SEE NOTES 9� DE IGN PRESS. + +8Q(-80 + + + 0 - 0 + - 4 C4+1 C4+1 +9 C4+9 +1 1 1 C4+1 1 C4+ +9 C4+1 + +9 C4+1 C4+1me+ C4+1[C41+1 24-m JAMB 8 8 8 9 9 8 8 S 8 10 90 10 10 1 11 TON P- 4 4 4 4 4 6 8 B 6 8 8 8 8 S 6 8 8 8DES+ ++ + + _ + + 70 H&S1 C4+1 C4+9 C4+9 C4+ +1 1 C4+9 040 9 04+ C4+1 04+1 04+1 04+1 04+ C4+ + 309 M JAMB 8 8 6 S 8 8 9 8 S 8 9 1 14 10 19 11 11 -Al mi IiQO 4 4 4 4 4 4 8 8 8 8 6 8 8 8 8 8 8 6 DES13N PRESS. + + +W-70 + 70 04+1 C4+1 I C4+1 +1 C4+ 1 C4+1 C4+1 C4+1 C4+1 9 C4+9 C4+ +1 C4+1 C4+1 + 9C4+1104+119 + C4+ 3V (30) JA 8 8 8 8 8 9 8 9 1 S 90 1 10 10 10 10 91 1 71 19 11 91 P -HOOK 4 4 8 4 4 8 $ 8 8 6 6 6 6 6 8 6 8 8 N P + + + + +W-70 M& + +9 C4+2 C4+9 1 04+2 G4+1 04+2 04+1 C4+1 04+2 C4+1 C4+1 04+2 C4+1 04+1 04+2 04+1 04+1 2 04+1 C4+1 2 42- (3$) B 9 0 8 90 9 9 11 9 10 10 1 . 0 11 11 1 P• 4 4 6 4 4 6 6 5 6 b 6 8 5 8 6 8 8 8 8 e 8 8 7 Z:gr�rl� cow 2- • . DESIGN + + + + + • C4+ +1 C4+2 C4+1 C4+1 + + 2 04+ C6+2 C4+1 C4+1 +1 C4+1 C5+2 1 +1 2 C4+1 C4+9 t2i+2 48- (40) 1 8 1 8 12 9 9 12 9 10 12 0 10 1 1 3 1 1 9 19 P 4 4 8 4 4 6 6 6 7 b 6 8 8 8 8 7 8 8 7 DESIGN PRE + + C4+2 + + 04+2 C4+1 + 2 C4+9 C4+3 C4+2 C4+9 C6+3 • • /•� i , 84° (48) JAMB 11 8 9 12 B 13 0 1 • • • rt P -HOOK 4 8 4 4 b 6 7 6 8 7 PANELS OVER 48° WIDE NOTAVAILABLE OVER 88" HIGH 669:4 0• DE ION + - - 0:004 • • H&S C4+2 C4+9 C4+ 2 C8+3 + C4+2 +1 Cb+3 : • • • • x(60) JAMB 12 9 0 13 9 1 1 14 1 11 •• �•.• •••• • • �•..•� P•HDOK 4 4 4 4 7 6 8 7 8 8 7 .•••• • • ••••• •••••• •• •• • •••••• • ' i • i�aomP wl4�oFiartda • • • •�jii • • • A wo�tO��"�0. Me 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4112" OR 81/4° SILL. j� ON LENGTH F• 2. WHEN USING THE 2 3140 BILL, POSnNE OP IS 60 PSF MAX. AND WITH THE 3 912" 581, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED): SEE TABLE 1A. I OVERHANG MNr ei mecw of 3.2 314-, 311r, 4 IW AND 8114° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 9 SW SILL IS NOT AND MUST ONLY OH LENGTH BE USED WHEREWATER RESISTANCE IS NOT REQUIRED. P08ITIVE DESIGN PRESSURES SHOWN IN TABLE 9 MAY BE USED O HEIGHT ON.. • • �< WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMX HEIGHT " THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. EQUAL TO 9 ��� ,. ��� •C'i .• '• �.. 4. ANCHOR TYPES: 1.190 ELOO ULTRACON (FORMERLY TAPOON) 2.114- ELCO 884 CRETE.FM 3.#12 STEEL SCREW (O8) OR GREATER % yt 8. SEE SHEET$10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. * : No. 66705 8. GLASS TYPE KEYS: SE OR } 9 FOR COMPLETE S DESCRIPTIONS) sss rdors a _� CZ BTA 011 �Q 0 S•1p�R1�� tm M NexchmOe DPANDANCHORAi IMF- lm� J • 10!871 a N0cmNGETm8mmT ALUM. SLD1NO GLASS DQOMACTP 1 A AMEPAWANCRORAdBTAete P.Q 4888 Nnxonu�'trts�4 n LY �t4� v8 Vt�i�ger� NTS G 23 ��BIOI!-49 B umamsuWNW F &W �OreO a DESIGN PRESSURE AND ANCHORAGE - FULL RONFORCEMENT -6 11'r SILL (SEE NOTES BUM FOR OTHER SILLS) TABLE 3 Laml 7116 or 6118 Heatftat ay SGP or SVS Interlayer :-HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER A87MGAL CLUSTER PLUS ANCHOR QTY. PER PANEL. GLASS TYPES: 214, 8 10 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. ELE DETAIL SHT. 13) TABLE 3A, ev 0) 1 1 I NOM. § �g � � � � � � H t� t3 i3 SILL HT. V8 P08. OP PANELmorin DMSB 4 �, �- Of ri r POB. SILL DESIGN HEIGHT PRESSU 1818- NIA 2 314° +50.0 PSF 3112° +73.3 PSF 4 117 +100.0 PSF 81I4" +105.0 PSF SEE OTtr 1.3 DESIGN P +1 - 16 + +1 t +9 +1 + + 8 04+ +q 9 04+1104+11 1 1 04+1 C4+1 + C4+1 04+1 04+ 04+1 04+ 04+1 04+1 Ct*I C6+1 04+1104+1 1 24° (20} 8 IK— 8 8 8 @ @ 9 9 1 1 10 1q 10 10 9 19 2 11 11 P 4 4 4 4 $ $ S 6 5 $ 6 $ a 8 DESIGAI P + -19 + +1 - t + +1 - + +9 - 1 +1 1 1 06+ 1fC5+l C8+ 04+ + 1 C8+ C4+1 04+1 C6+q 04+1 04+9 +1 3G (m B 8 10 8 . 9 @ 9 10 n13 10 10 14 19jj:�111 14 11 1 t42 4 4 6 4 S 6 6 8 6 8 7 DES �. + $ + + 99S + + + + + li&S C4+1 C4+1 + C4+9 C4+1 1 C4+9 06+2 C4+ 04}1 2 C4+ 2 C4+9 C4+9 +1 + + 04+1 C4+1 C7+2 3W v ' 11 8 @ 12 8 @ 12 @ 10 13 1 10 14 9 11 16 19 1 6 11 12 7 2 P- 4 4 6 4 4 S 6 B 6 7 6 8 1 7 6 5 1 8 8 8 8 @ DE IG +l081—lie + + t 7100 - + + S C4+1 04+ 0$+2 04+1 C4+1 1 C8+2 C4+1 +2 C4+q 9 C7+2 C4+1 1 04+1106+2 08+1 04+9 C8+2 %I 42" (M JAMB 9 90 13 90 q0 14 10 19 1 12 17 12 13 18 18 14 1@ 4 18 OK 4 4 4 7 $ 6 i 6 8 8 8 6 8 8 5 @ 8 @ a e 10 R-mtc* 8 DESA PRESS, + -116 + + . 1 t +1 - + +9081.1 5 +W-114.1 HMOs. C4+ C6+•3 1 3 C4+1 C8+ C4+2 07+3 +q + C4+ + 2 C@+ 48°(40) B 14 90 19 $ 98 92 7 4 4 4 18 22 98, 6 4 6 4 8 6 8 6 8 6 @ 6 8 9 7 8 1q DESIGN PRESS. + + +1081-116 + - S 04+2 1 08+ 2 04+1 C7+3 04+ 1 C7+ C4+2 C4t1 C8+3 .- /6-bSo • 8'(48) 19 7 12 13 8 13 14 1 14 16 •••• o /� P 00 5 . 4 8 8 4 @ 8 5 @ $ 0 PANELS OVER 48° ME NOT AVAILABLE OVER @8° HIGH •••• • • ••• DESIONP + 6 + + + I Has 2 1084 C4+2 C4+ c7+4 04+2 • • • • • .... 80"(801 JAMB 2 13 18 13 4 18 21 18 1 ••• •••• •••• • • • $ 4 8 4 @ 8 5 8 6 11 • • • • •••• •••• •• • • •••• • • gmucr gcof 1. POSITIVE PRESSURES IN TABLE ARI: BASED ON THE USE OF THE 8114" SILL. ON LENGTH • .. • 40 �� 2. WHEN USING THE 2 3140 SILL, POSITIVE DP I$ 50.0 PSF MAX„ WITH THE 31/2" SILL, POSITIVE OP IS 73.3 PSF MAXAND • WITH THE 4112" SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGEDN SEE TABLE 3A. OVERHANG 3.2 3/40,3 1112", 41/,8" AND 8144" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 16f SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSCI•IVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED OH LENGTH WHEN THE DOOR I$ PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM* OH t t t l r ���� �( LYN N �� a��GEN• �F�P ���. THIS CONDITION 19 NOT RATED FOR WATER INFILTRATION. HEIGHT 4. ANCHOR TYPES: 1.114" ELCO ULTRACON TAPOON) 2.114" ELCO O84 CRETE -F EX 3.#12 STEEL SCREW (G8) EQUAL TO 1 (FORMI+RL.Y OR GREATER 8. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. L-1 8. GLASS TYPE KEYS: (SEE NOTE 1. SHEET 1 FOR COMPLETE DESCRIPTIONS) 68708 2.4 - 7/18" LAM[ HSM W1 SOP OR SVS)No. SEE NOTE 3 �k • 8.10 - @118-LAMI Q*HS W/ St3P OR M — W '°�`•' AW am rrorcnwe DPAJVDAIAPIORAC3E LAMS TABLE3 oR+oo;.•'��'�.� ��'ci;,Sl/�O� N0OFIAMW 7W 8tfEf.'i r.J:0,,,jMA ALUM. SLIDING GLASS DOOR IMPACT � ���• aaa ME TA p �N'�A1t�- A LYi�Y m¢[efy P.E.FX P@H88708 8ODr80 $ 8 a 28 8101D-?? S M51ON PRESSURE AND ANCHORAGE -NO REINFORCEMENT -4112- OR 5 IIV SILL ISEE NOTES BELOW FOR OTHER SILLS) TABLE 4. Lauri I.G. wl 7116 or 0116 Laml Anoftatw/ SGP or Vaaceva IMeriayer >HEAD & SILL (H&S) N MRLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 1 16,1 21 28, 27 31, 33 >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT.13) TABLE 4A. HMGKr own 1144? 12W 100 NOM` $ PANEL SS 3 S SILL H1. VS POS. DP FRAME r nt �f r' t3 44 a-' N tai .= t3 P ni a r ni WIDTH SIDE POS. SW- DESIGN HEIGHT PRESSURE 1618° NIA 2 XV +5&0 PSF 3112" +73,9 PSF +�,0 PSF 6114" +80,0 PSF gEE Np q.3 DEW PRE88. + + + + + 7 7 + t . HN 04+9 1 1 + 04+1 C4+9 + +9 1 1 C4+1 C4+q C4+1 C4+9 C4+1 001 04+ q +1 1 1 ?A" (20)Ap8 9 9 9 90 1 10 10 10 10 11 11 11 11 91 1 4 4 A 4 4 b b 8 6 8 6 6 8 8 6 6 8 8 8 8 DE8 N PRESS. + + + ++W-70+ _ 1 1 C4+1 1 C4+1 1 04+1 C4+1 04+1 C4+q 04+1 C4+1 C4+1104+1 C4*9 1 +1 C4+ +9 1 C4+1 30- (2O 8 6 B 8 8 8 9 8 B 9 9 0 1 0 10• 11 11 11 11 9P- IS 4 4 4 4 4 6 b b 8 6 6 8 6 8 8 6 8 8 8 DESIGNPRESS. + +w+ + + . 1 C4+9 1, 04+9 04+1104+1 C4+1M04+104+1 04+1 q04+ 04+1 C4+ C4+9 1 9 04+1 1 C6+ 04+1 141p� �C4+1 36"(} �1M8 8 8 90 9 9 1 10 10 p 91 11 11]Q�l 4 8 4 4 8 $ 8 b 6 5 8 6 6 6 N PRESS. +w-3u- + 1 1 1 C4+12 1 1 2 1T0�4+2 C4+ C4+2 9 04+ C4+q C4+1 2 1 C4+1 2 42" B 8 8 8 10 8 8 10 9 8 11 11 10 0 99 1 1 1 99 92 9 9P d*P �0*ES 00 4 4 8 4 4 8 6 6 8 8 8 6 8 8 8 8 8 0 8 7PRESS.+t S C4+1 C4+1 I 04+2 + 1 2 1 1 04+1 C8+ 04+ C4+1 G8+ 1 C6+2 C4+1 C4+ 08+2 C4+ C4+q C8+248'-(40) NC4+126+2 10 8 8 11 8 a 12 9 12 9 10 12 1 1 1 1 3 1 1 1S 1 6 4 4 8 8 5 8 8 6 7 8 8 7 8 6 7 PRESS. 8D + • Has 2 9 04+3ff(;g t SEE EXAMPLE OX XO CORNER ANCHORAGE PLAN AND • • • [04+104+ 54- (4� 11 8 0 310 10 WK STRAIGHT DOOR ANCHORAGE PLAN ON SHEET 10 • MC4+1C4+ P 4 4 8 4 8 6 8 8 7"':COMESIG P + + 7 WAMS PANELS OVER 48" WIDE NOT AVAILABLE OVER 980 HIGHI • • • • • • • ••••• RR muffs C4+21I C8+3 04+ "+-11 C421 Ooi• • • • • • • • 80"(m 12 10 13 1 8 1 10 14 1 10 1 1 13 1 10 1 90 '••• ' 'wove' P- 4 1 4 1 7 14 1 4 1 7 1 8 1 b 1 7 6 1 S • ••••• • •• • 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2. OR 8114° S&L. •••• • • • Is • • vc=tcariu� *ease 2 WHEN USING THE 2 3140 SILL, POSITIVE DP IS 60 PSF MAX. AND WITH THE 3112- SILL, POSITIVE PRESSURES IB 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED}. SEE TABLE 4A. 3.2 31W. 31 2-, 41IrAND 61/4° SILL HOGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I &r SU 18 NOT AND MUST ONLY + • OH LENGTH �..' anrt� Oho ° • 'a0M d L' • �!t BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAY BE USED a WHEN THE DOOR IS PROTEC'T'ED BY AN SIG COMPLYING WITH THE FLORIDA BUUWNG CODE (SEE ADJACRNT DKORAW, THIS CONDrWN IS NOT RATED FOR WATER INFILTRATION.NtiTH 4. ANCHOR TYPES: 1.114° ELCO ULTRACON (FORMERLY TAPCON) 2.114" ELCO $84 CRETE FLEX S. #12 STEEL SCREW (G8} OH � t 1 t ���� ,i vilm mi((�///i ••••'•,••k 8. SEE MEETS 90 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT 8. GLASS TYPE KEYS.., NOTE 1, SHEET I FOR COMPLETE DESCRIPTIONS) EQUAL TO 1 (SEE 13.16- 1 1/96- U4MI I.G. 3198°TEXT. CAP, 3/8r AIR SPACE & 7118° LAMI (&4446 W/SGP ORS ad Ll OR GREATER ;G 19,21-1 1116 1. 3118.1 EXT. CAP, 5/18° AIR SPACE & 8118- LAM) (�• i— W�P OR 26,27•- 901 8" LA1at1 LG. 1/4- EXT. CAP, 8118- AIR SPACE & 7116- LAMI W/,sem OR ffs:y 6g7p5 G T (AN-HS 31.33 -1 1118" LAMI I.G. 114- T EXT. CAP, Ihr AIR SPACE & 8/18- LAMI (M jg WIMP OR 8�8j SEE NOTE 3P to Io �� •�; p'•• l .�0,�;••. PLOO4.• �.�• MOSCOW s NOIW 84278 DPANDANCHOR40 LAMI +'G. TABLE tottaitt a nrOC/tanar�rmstT rte, ALUM. SLIDING GLASS DOO IMPACT/S�I�O�N�►A��`�� dumvp am p PAC�H7A8LH N p � 3W4 A LYNN m�ua�b P.B vmOAAh-DM i�fSJb�' aeft f'adwma* �-° �0 F, socrsa NTS 7 a Z3 atoa9f B PEsi89708 DESIGN PRESSURE AND ANCHORAGE- FULL REINFORCEMENT - 6114" SILL (§jE NgTES BELOW FOR OTHER SILLS) TABLE& Lams I.G. w17116 or 81•!8 Laml Hea#Heatwi SOP or Vanceva Intarlayrer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASYRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL BLASE TYPES: 1 16. 20, 22, 34 i --JAMB ANCHOR QTY, >P -HOOK ANCHOR QTY. EE DETAIL SHt 13) TABLE 6A DOOR HEIGHT 80" 8 102° OB 4 I 12(° (i ) Nola to 0 n v v tt o a a ta v 1 S 8 8 t`3 8 SILL HT. d8 POS. DP PANEL FRAME WIDTH SIDE P iY P `V {Y r of M P •V cV M r {V {V P C4 �+ {V 44 pi �V S2 L DESIGN HEIGHT PRESSURE 16/8° WA 2 �,F +60.0 PSF 3 U2° +73.3 PSF 4112° +100.0 PSF 5114° +106.0 PSF SEE NOTES 1-3 DESION PRESS. + 16 + - 6 + +1 C4+1 9 I C4+1 04+1 C4+i +1 C4+1 + 04+1 + 1 +1 C4+i 1 C4+1 C4+1 1 C4+1 +1 +4 C4+9 C4+1 +4 24" (20) JAMB 8 8 8 8 8 9 9 9 9 9 9 1 10 10 R 10 0 1 1 11 1 11 11 4 4 4 4 4 6 a 8 8 6 8 8 8 8 6 $ 8 8 8 8 DESIGN PRESS. +1051-110 +1 - +1 + + +1 + 6 t 1 C4+ (o+ C4+1 +1 C7+ H&SC4+9 04+ C4+1 C4+ C4+1 C6+1 C4+ C4+ C6+1 04+ 04+1 C6+1 +1 04+1 C6+1mocalf-I 30° (28) 9 6 8 1 8 __1f_r_9 9 1 9 9 12- 10 t0 1011 11 14 1 io K 4 9 6 4 4 6 B 8 8 6 8 $ 6 B 8 e 7 8 6 7 DE81GN REBS. + 16 + + + -4 + +1w_11* C4+ +1 C4+2 C4+ 1 I C6*2 04+1 1 06+2 +4 + 2 Ct+1 C4+ 00+ C4+1 C4+1 +2 04+1 04+1 C7+2 JAMB 11 8 9 8 9 9 90 14 10 1t 16 11 12 4 12 17 12Is M13ra-1— P 4 4 8 4 4 8 8 6 7 8 6 7 6 a $ $ 8 8PRESS. + • b + +1 8 ++ + +1 + C4+7 2 1 C4+ 08+2 C4+9 C4—+I'2 4+ (+ 1 C4+1 + 04+1 +2 C4+ 04+1 C8+2 9 1JC14- 4L" PM B 13 9 40 13 10 10 14 11 96 91 12 98 92 1 17 2 i3 98 93 44 15 P 4 4 7 4 4 7 8 8 7 8 8 8 6 6 8 6 8 9 $ 8 6 90 DESIGN PRE + + 8 +1 + + + ++ -1 04+2 +1 06+3 C4+ 08+3 +2 C4+ 08+gE7,+ C4+1107+31 C4+2 C4+1 9 12 C4+1 +3' 48° (40) B 1 1 44 2 16 12 4 B 1 14 20 1 16 2 161817 12+ 4 7 4 8 8 8 6 9 8 8 0 $ PRESS. + +i C4+2 Cot 3 04+2 04+1 C7+3 C4+2 -1 C + • • • ••84"(48) JAMB 11 12 12 13 18 14 4 8 8 4 9 $ 8 PANELS OVER 48" WIDE NOTAVAILABLE OVER 98° HIGHDESIGN P SS. + - b + + • • • • • • • • • • 04+ C4+ 04+2104+2 +4PF+2 C4+ C4+2 C8+4 • • • 80" (60) 12 3 13 14 14 18 16 18 P- 6 8 4 9 6 1 10 1 $ I 6 1 11 ••• • • • •••� • •••••• is � �Ntorldo 0000: 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 8114° SILL. 2. WHEN USING THE 2 314° SILL, POSITIVE OP IS 60.0 PSF MAX., WITH THE 3 lir SILL, POSITIVE OP IS 73.3 PSF MAX AND ; swwk a O "w ` .' WITH THE 4 lir SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGEDD� WE TABLE WL OH LENGTH • • ,e41 w 3.2 3140, 3112°, 4 412' AND 8114° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 18184 SILL 18 NOT AND MUST ` ONLY BE USED WHERE WATER RESISTANCE 18 NOT REWIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 6 MAY BE USED A�imni a WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMN MUMS THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. OH LEN{31iI 4. ANCHOR TYPES: 1.114° ELCO ULTRACON (FORMERLY TAPCON) 2.114" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (GM OH '�Ft HEIGHT 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT 8. am$ TYPE KEYS: (BEE NOTE 1, SHEET 4 FOR COMPLETE DESCRIPTIONS) EQUAL TO 1 �• �y ... • . • .� SBE �'� 14,18 -1 She° LAN I.G. 3118" T EXT. CAP, 318" AIR SPACE & 7118° LAMI (HS.M WISQP OR $VS) OR GREATE11 q�`� J� . •X 20,22.1 1/48° LAMI LQ. 3118" T EXT. CAP, 6118° AIR SPACE & 9/18° LAMP (j�M W/ SOP OR gg403 2$,28.1 1118" LAMI LG. 114"1 EX% CAP, MIS" AIR SPACE & 7116° LAN (HL; -,H8 W1 OP OR" SEE NOTE 3 " � 32,34.11110" LAMI I.Q. IW:E EXT. CAP. 1140 AR SPACE & 9118° LAMI ( W/ SGP ORM j8 t` p'•.,,F}0 �•ti�1`�� 1',�FSS10NN" \``� ' TEOM'OSYMM NOXOMs, DPAWANOWMGF, LAMI LGL TABLES 0!tBlit NotStANoe7tn.R8f 7I ALUM. SiL.lDIAtC3 QLASS DOOR IMPACT FAT !/ A p. a 8Rx FLSQYT4 eaav Na lm, JJ11ii A LYrUV'M P.E. P.&@a706 �DPANDANBFTAeI£ ammmAf0 F.K Y X780 Nm 8 d 23 84mil B DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT OLE 4lir OR 6 I SILL (SEE NOTES BELOW FOR OTHER SILLS) All Laml or l a w; PV13 IMsdapar GLASS 1 NE5 J411, 12,17,18, 23,24,20,30.36. 36 >HEAD & SILL (H&S) KIERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PAN >JAMIi ANCHOR QTY. >P -HOOK ANCHOR QTY. EE DETAIL $HT:13 DOOR HN911T }(76} NOM. PANEL FRAME WIDTH SIDE r CJ 3 iW nP ci r H +108.0 PSF DESIGN PR>~88. -K Tim+ 04+11-04+1 1 ' C4+1 C4+1 1 1 C4+1 C4+1 +1 C4+1 Ca+ 24" S 8 1 8 8 8 8 1 8 9 9 9 9 90 P4iOOKj 4 4 4 4 1 4 6 6 6 t PRESS. H&SC4+ 1 C4+1 C4+ 04+1 C4+1 C4+ C4+1 04+1 1 30'm 8 8 8 8 8 8 9 9 9 9 K b 4 4 8 6 6 6 DES Be. t H&S 24+11 1 04+1 04+1 1 C4+1 C4+ +1 C4+1 +1 38' (30} .SUU19 8 8 BII I 8 18 9 9 1 8 9 K 4 b 4 4 1 4 1 4 6 8 1 6 6 8 N PRE -86 H&S C4+1 04+7 2+ t 1 04+2 C4+ 04+1 C4+i 04+2 42' (38) JAMB 8 8 8 8 8 8 tri 9 9 9 9 P -H00 4 4 4 4 B 6 6 6 l? PRESS. + + t C4+1 1 04+2 1 04+ 04+1 1Cb+2 09+1 1 C4+1 I Ca+2 Ca+1 C4+1 48" (40) S 8 9 8 8 10 0 9 9 4 4 6 4 8 6 6 6 8 6 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2' OR 81/4° SILL. 2 WHEN USING THE 2 314° SILL, POSITIVE DP 18 60 PSF MAX. AND WITH THE 3112' SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED] SELP, TABLE 8A. 3.2 314°, 3112', 41/2° AND 61/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREM THE 1818° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 8 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITHTHE HE FLORIDA BUILDING CODE (SEE ADJACl5M' DWGR" THIS CONDITION 19 NOT RATED FOR WATER UVFEI.TRATION. 4. ANCHOR TYPEAk 1.114° ELCO ULTRACON (FORMERLY TAPC ON) 2.1/4' ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (06) 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. S. R COMPLETE DESCRIPTION) - r S" t.AM Lis w/ Pvs O 88P 17,18.11/16' LAME I.C3. 3118' T EXT. .3W AIR SPACE & 7116° LAMI (AWS W/ DBPV8 OR SSPV13 23.24- LAM! I.G. 3118° EXT. CAP, 6/18' AIR SPACE & 9M8' LAM) (& _ WiBD t 0 CBL SSPVBS 29,E - LAMI 1.{3.1/4' T EXT .CAP, 6/18° AIR SPACE & 7118' LAMI (&L HS W/ DBPVS OR SSPVB) 36,36-1„-;�I9��1� 114' T. E)(T. CAP, IM AIR SPACE & 9118' LAMI (M -MVV/ DSPVB OR 88PVB) TABLE 8A. 81L.L HT. VS POS. DP SILL DESIGN HEIGHT 1PRESSURE 1 618' I NIA 2 314° +60.0 PSF 3 iW +73.3 PSF 4112" +100.0 PSF 51140 +108.0 PSF ' raaw�cgaee�vea pryl�wt�tluFbrliM &—! 'a/ • • • • ••• • . •• ••• •• • • •• • •••• • • •• • •••• 9010 • ••• •• • • 9999 • • 9999•• •• • . •.•• • • L7a�F%i�Ts • I H LENGTH OH OH WEIGHT HEIGHT EQUAL TO 1 �{ OR GRATER SEE NOTE 3 amm I NTS1 8 123 j 8100.11 r�i �aIEQ' mniz, L519; UZ ���0,�• FLOR�;.••:aJ%� A. LYPD�1 P.F. P.F� 2. 2)1/4° ELCO 884 CRETE -FLEX 3)#12 STEEL SCREW (G6) HEAD & SILL.»........_... 80 MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHT$. 4-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION. PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL MJE W FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24- MAX. ON CENTM SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 11. JAMBS & P -HOOKS.. 711/18" MAX FROM BOTTOM AND 241/2- MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 4-9. SEE P -HOOK ANCHOR DETAILS ON SHEET 13. OANCHORS PER HEAD AND PANEV ARE BOWEEN THOSE �IV MAX C04TEMINE rINTERLOCCK ASMG.. SEE CLUSTER DET., SHT.11 CENTER& _ _ Ir �� I CLUSTERS OR THOSE BETWEEN A o 0 0 o I CLUSTER AND A FRAME JAMB OR I P -HOOK 0 0 0 W MAX. I I • I ® 24" MAX. O.C. INTERIOR 1 240" I EXAMPLE OXX ANCHORAGE PLAN: Cea HEAD & SUJ, ANCHORAGE (3 PANEL. 2 -TRACK I?XAMPLE OWM = f20) ANCHORS TOTAL , MAX (3) PANEL, 48" x 9S" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE O.C. _ C5*2 & CORNERS = (VI ANCHORS TOTAL AT HSI? AND AT SILL SEE CLUSTER 4 C8 2 05 2 C5 4 DETAILS, SHT. 11 x x x x K K x x x x x K 711M8" MAX. x x x K K K x x K K x x .x 711M8" MAX.• M p HOOK ANCHORS K ftA' FIRST ANCHOR AT BOTTOM K �� • , d /6 O TO BE PERPENDICULAR TO 241Pa" • • • GLASS. ANCHORS10) JABTHEREAFTER ALTERNATE K K O.C.CANCI W. • • PERPENDICILARAND 24112"MAX.O.C. t • PARALLEL TO GLASS. K • s • • • • i • • • • SEE SHEET 13, P -HOOK K x • • • • • • • • INSTALLATION DETAIL. K • • • • • • + x • 711M8"MAX. 711/18 -MAX. •••• • • • ••••• x x K x K K x x x x x •• •••••• �e x K x K x K p x K x x •• • • ••••• s- MAX.. TYP. _. 24" MAX. O.C. • • • • 4%wucrnsvuw • • 80" CORNER • • wiet�tre01 • tf ®EXAMPLE OX -XO CORNER ANCHORAGE PLAN: • • • •.. (4) PANEL, 48"x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE INTERIOR INTERLOCK CENTERLINE MW. CLUSTER, TYP. 3 8" MAX. 0 0 * : 140 -65705 • SEE CLUSTER OET,AIL8, SHT. 11 24" MAX. O.C.- mx ANCHORAGE SPACING & EXAMPLE PLANS �'���:'••.,a�fio aP•'�C���� �K Ivo t sl r �� ALUM. SLIDING t3LAS3 C?QC?R IMPACT 41;910NAX : �+ n�raa+�mmaannrosrn�R•®warrie —� Oi6K ANDHOAPlAAL 11, 3Q874 V�41b� �BeaeK�• mmaKw. r4 'p" YN>nit P.B. „ ,,, tildD780 WT$ fo v 28 8400.11 B P M1.R-�61aQ6/ m INT. INTERLOCK CENTERLINE 3.313 —4.4 1::— 1.888 7 __ K. AGiS�IDE CORNER 8 &NCM CLUSTER IM: 3.313 QQ 0 4, 0 I J rc arc = �' INTERLOCK 1.856 N�7, i i^" . •INTERLOCK 7INTERLOCOC K CEN'ERLD6 cENTERL073.313 CENTERLINE 3.313 I 3.313 d 2.52 INT. W FERLOCK •-- CENTERLINE I J 1- - 3.313 W.. JI ON mitt dr 9yFi•'�`f -- _ 33_73--------� _____ -- � 4 ;N0 3- R CK. OUT Qj CORNR _.. 3 -TRACK. INSIDE CORNER 4 -TW- K. OUTSIDE � 4 -TRACK. IN$1�1E CORNER _ � ; pp�� im A 0 ANCHOR CLUSTER ® 90 ANCHOR CLUSTER ® 10 AN00R CLU879HR ® 8 ANCHOR CLUSTER Q„ * �r ? w vml4 •• Ism pQ;: • t9 9�t8*tt s AIOCiIANOETH�J3HEET }d7D,e� aNib ANCHORAQ EX<iMPLECLUS7ER3............ AWONW.ao egarrr� ..� � ALUM. SLIDING GLASS DO R IMPACT �ri�SSIO14N wtC F•3W-0 23 8100-11 B 4 bra n tilt SF7�7AA xMOV � -O / O� -• _4.784 M•,�,,t TER• " • 0000 • • 0000 0000• • 0000 • • s _ ••00• 8.313: • •• 0000 0.000 ... :0 ... 000• 0. 00 �.0 ��• .Rg0 • r� • r .0000 W.. JI ON mitt dr 9yFi•'�`f -- _ 33_73--------� _____ -- � 4 ;N0 3- R CK. OUT Qj CORNR _.. 3 -TRACK. INSIDE CORNER 4 -TW- K. OUTSIDE � 4 -TRACK. IN$1�1E CORNER _ � ; pp�� im A 0 ANCHOR CLUSTER ® 90 ANCHOR CLUSTER ® 10 AN00R CLU879HR ® 8 ANCHOR CLUSTER Q„ * �r ? w vml4 •• Ism pQ;: • t9 9�t8*tt s AIOCiIANOETH�J3HEET }d7D,e� aNib ANCHORAQ EX<iMPLECLUS7ER3............ AWONW.ao egarrr� ..� � ALUM. SLIDING GLASS DO R IMPACT �ri�SSIO14N wtC F•3W-0 23 8100-11 B 4 bra n tilt SF7�7AA xMOV 10 MIN. 0. TYR �- 217/32" C� C ED. TYP. 2x WOOD BUCK TYP., SEE NOTE 3 L 1 340 MIN. MAX MAX SHIM SHIM WOOD ANCHOR TYP., SEE NOTE 2 DETAIL AA. 2 -TR -TR- ACK EWE HEAD WOOD WSTALLATKTN 318" MIN. 21W MIN. E.D. TYP. L 2112° MR E.D. TYP. SEE OTE 1 OHM V w � -PCO SHIM - - 217192° O C. TYP. R TYP., SEE NOTE 1 DETAILAC. 2 RAME RU 114D. 3-T3ACK`F - HEAD C 7�7 Lm t�NCRETE INS'TA L�21 " . TYPNr_Wna arncaraFwCONCRETE E E ANCHOR TYP., _� NOTE 11•jw , . I. `M , 2112' MIN. E.D. TYP. 3A KSI MIN. CONC. TYP. CONCRETE ANCHOR TYP., SEE NOTE 1 217132" O.C.. TYP. Io 0 SEE NOTE 8 FN m I 4•itR _l— _l r NQM PERTAINBJtiJti TO A CHOME DETAILS ON SHTS.12-13:- ® 0000 1. FOR CONCRETE APPLICATIONS IN MIAM14ME COUNTY, USE ONLY MIAdODADE =MM APPROVED ELCO IX ULTRACON (FORMERLY TAPCON) - MIN.13 V EMBED. OR 114° EL CO 984 CRETE -FLEX -1314• MIN. EMBED. 2. FOR WOOD APPLICATIONS USE #12 STEEL S (GB). 114" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF #12 SCREWS. : • 3. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1912" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD • • BUCKS DEPICTED AS Mt ARE 1112° THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 13Y OTHER OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION W4 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083 TS AND A MINIMUM OF 1B° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHOR SHALL BE 012 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIAARE MELT, THE RILL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1.6, SHT% 49, FOR ANCHOR TYPE 3 ARE ACCEPTABLE. S. IF SILL 19 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NO"HRINK, NON METALLIC GROUT, 3400 PSI MIL, (DONE BY OTHERS) MUOT FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURIODICTION. P.Q8Q7iftk28 I-- - --- - -- - n MrB, � sas�4 t/tsi o Bm- 'BO ATT3 12 s 23 1 8100.11 MIN: E.D. TYP. as oopi�t • • •••• ••••• «tu11111'. A VYNN 1y � is 'tc ; Iyo. 08705 1 O p W; O SP'O�tt M',,�1P1,,���`��` A6 LYNN1 P.E. p.""m NOTE •• d, "'•°�a ":;.�f �Y :errs'• i 'i•":.lA:�o:ti •••• 2112° MIN. E.D. TM ^-� 1 • IL AK, ¢T� M FRAME SILL. • e CONCRE'T'E INSTALLATION A • • NQM PERTAINBJtiJti TO A CHOME DETAILS ON SHTS.12-13:- ® 0000 1. FOR CONCRETE APPLICATIONS IN MIAM14ME COUNTY, USE ONLY MIAdODADE =MM APPROVED ELCO IX ULTRACON (FORMERLY TAPCON) - MIN.13 V EMBED. OR 114° EL CO 984 CRETE -FLEX -1314• MIN. EMBED. 2. FOR WOOD APPLICATIONS USE #12 STEEL S (GB). 114" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF #12 SCREWS. : • 3. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1912" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD • • BUCKS DEPICTED AS Mt ARE 1112° THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 13Y OTHER OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION W4 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083 TS AND A MINIMUM OF 1B° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHOR SHALL BE 012 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIAARE MELT, THE RILL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1.6, SHT% 49, FOR ANCHOR TYPE 3 ARE ACCEPTABLE. S. IF SILL 19 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NO"HRINK, NON METALLIC GROUT, 3400 PSI MIL, (DONE BY OTHERS) MUOT FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURIODICTION. P.Q8Q7iftk28 I-- - --- - -- - n MrB, � sas�4 t/tsi o Bm- 'BO ATT3 12 s 23 1 8100.11 MIN: E.D. TYP. as oopi�t • • •••• ••••• «tu11111'. A VYNN 1y � is 'tc ; Iyo. 08705 1 O p W; O SP'O�tt M',,�1P1,,���`��` A6 LYNN1 P.E. p.""m 13180 M1 44" MAX. SHIP WOOD ANCHOR TYP., BEE NOTE 2, BHT. 12 1 3180 MIN. 114" MAX. SHIM CO 1W SS4 CRETE -FLEX (MIN.1 314" 114" MAX. SHIM WOOD s`: 2112" CONCRETE ANCHOR ANCHOR TYP., SEE TYP., SEE . NOTE 2, NOTE 1, BHT. 12 BHT. 12 2X WOOD 2X WOOD BUCK TYP., BUCK TYP., 1x WOO BUCK SEE NOTE 3, SEE NOTE 3, MIN. i Q.C. BHT. 12 BHT. 12 ,� ►� h% ° 2- • K RAME. INSTAL Ai - �I DETAIL A% FRAME JAMB WOOD WSTALLATION 13B" MIN 1/4" MAX SHIN DETAIL AL. MTRACK FRAME JAMB ® WOOD INSTALLATION WOOD ANCHOR TYP, am NOTE 2, BHT, 12 h•—�- ELCO 114" TAPCON (MIN.13V EMBEDMEW 1 CO 1W SS4 CRETE -FLEX (MIN.1 314" 11fAOR •-•y s`: 2112" B �^ MIN. E.D. CON "a `• MIN F.D. TYR •� lxWOOD 1. ;:.BUCK BEE NOTE i • BHT. 12 43118° 1x WOO BUCK ' a o; MIN. i Q.C. BEE NO SHT 12 :-- SA KBI MIN. CON OR 1.8 KSI CMU, 114" MAX. 31 DI?TA0. AO CONCRETE SHIA --+• r• ,� ►� h% ° 2- • K RAME. INSTAL Ai - �I 6118" `• TMCAL JAMS CLUSTER i0 ELCO 114° TAPCON (MIN.1 318" EMBEDMENT) OR ELCO 114° 884 CRETE -FLEX (MIN. 13W EMBEDMENT) DUA1�Na&UF JAMi CONCRETE ° MIN. ED. ® CONCRETE II81ALLATION ANCHORTYP, SEE •�• " 1XWOOD NOTE 1, BUCKM., 2X WOOD BHT. 12 SEE NOTE S. BUCK TYP„ r'': BHT 12 SEE NOTE 3, BHT. 12 43FIWMI O.C.'UpamSTAGG�.�{t; a�II813d�1 SPACING, TYP. ALL JAMB DETAILS{4 • y •o�. 71 �.:;.+- • 3.4 KBI MIN. CONJr;'. • • • • • ' OR 1.8 KSI CMW � • • • AF.T j1P. 3•TFWCK FRAME JAMB DETAIL AQ. 3 -TRACK FRAME JAMB • • • • • • • WOOD IITALLATION CONCRETE INSTALLATION • • • • • • • i • • • • ••• •••• ••••• WOOD FRABAIVK3 ELCO 114° TAPCON (MRI 3W EMBEDMENT) OR ... . • • ..: • • --*) 1318" MIN. • ELCO 114° 834 CRETE -FLEX (MIK 1314• EMBEDMEN� j • • • • • • • • • s ' • , • IF. CONCRETE ANCHOR, • :,..' . ;�i ..�.; r r; a ,•f ...• $ • • • n SEE NOTE 1 SWT 12 • . AODtia1 SEE NOTE 2, WOODBHT. 2: a ; •; ; : '� •"r' ; .:;�,'••�' ANCHOR QUANTITIES FROM �`�'�;�� • • • • ANCHOR QUANTITIES FROM • t • ' d�.* + ' +�• r TABLES 1$, BHT. 4-9, p, roePl• «• •t 4�• :« a S4S.. a ,: i "'�' •;:•'!i PERTAIN TO THIBANCHOR • • • TABLES 14, BHT$. 4.9, 2111° MIN. , a s 1•'ti,�•• �'` «, • I' : LOCATION. 11• MAX FROM PERTAIN TO THIS ANCHOR LOCATION - "�`1 1 W" MIN. EA.1YP. . a� iu i ! r %:ai., 3 j p t CORNER, 24112" MAX. O.C. 3.4 KSI MW. CONC. WOODANCHOR yllll SEE NOTE 2, SHT.12 SEE NOTE 11. BHT 12 ``���&..( ..YNN, 71111$" MAX. FROM 711118n MAX. FROM `� ,��, • �p�ss '•••.•• CORNER, 24112" MAX CORNER 24112" MAX O.C. (FIRST ANCHOR) O C. (FIRST ANCHOR) �C no. �T. AIL AR P -HOOK DETAIL AS, P -HOOK WOOD IISTALJATWN CONCRETE INSTALLATION .D:Q �oST lKll ANCHORAGE DETAILS =,,O,o oRv*: JJ. 10lfffit9 B N0VHANWTW8WET xaxor � Ysa �'"' •�//FS�... LtG���� ALUM. SLIDING GLASS IMPACT /�, sIONA-! FJL !! A AWWMAMUPRAWMAKAUVEM&Na A L IIAfLteft,PJ: eL Qa .. woxohf« Fta4aro Vt tbly Beaer 80D780 JVTS 1'3 •, 0 8100-91 B P"am DETAIL'S', SHT. 98-� DETAIL'C', SHT.18 NOTES* 1. SEE SHEET 16 FOR INDIVIDUAL. PANEL. CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 800, SHTS.18-20 FOR r• A SECTION DETAILS AND S -ITS. 4-13 FOR ANCHORAGE DETAILS. 2. REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED W THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT. 18. -DETAIL'A', SHT. 18 DETAIL V, SHT. 18 3. DLO WIDTH = NOM. PANEL WIDTH • 7 28132° DLO HEIGHT = DOOR HEIGHT - 3 318" DETAIL'S', SHT.18 4. (1) LOCK O EMS 164-181) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAI+AS OR ASTRAGAL. DETAIL'E', SHT. 10 t _ ` V— r DETAIL V. SHT. 48 Ar PANEL y PANEL " TYPE TYPE 'Q6' TY SEE NOTE 4 SEE NOTE 2 OXXX (2 TRACKS DETAIL V, SHT. 16 i•^ DETAIL'S', SW. IS -� .�- DETAIL 17, SHT.18 i , �-DETAIL 'G', BHT. 12 DETAIL 1•i', 6HT.19 62 313'L° MAX DLO TYP. OETAIL V. SHT. `15 PANTE. PANEL TYPE TYPE .R, IL, PANEL I SEE NM 2 PANEL TYPE TYPE PANEL RI' 'F PANEL I TYPE 106aw TYPE m.O TYP. DETAIL % SW. 16 Xp OXX(3 TRACK RIGHT POCKET PNCLH X678 7 69.84874 6EE NOTE 2 %-DETML XX XX (2 TRACK' OUTSIDE CORNER) /g [' 'F', $HT.18 DETAIL'M', SHT.19 DETAIL V. S}iL'.19 . �r OETAIL W, SHT. 19 ►�3 , l • 1.1 1 PANEL P�IC7' Epp. PANEL pwFtM � l PANEL PANEL TYPE TYPE TYPE TYPE • • SEE NOTE Li 4' ';• DETALL V, i NOTE 2 lr6w6hlb•8lo* •- XXXX (4 TRACK BY-PASS) ssym I NT$1 14 a 23 8100-99 DETAIL V, SHT. 19 +-- SEE NOTE 2 DETAIL V, SHT. 20 !- 80 NOTE g LYNN M �4 i �'j`.•CENBF '• ; rim No. W706 �'a •- � �a fK if • ci�r �� ••. STA : • �l/� 10NAL A. LYNN �0.1ER P.P. 'P.6.Sl�08 •I P�IC7' Epp. pwFtM � l Oak • • ';• lr6w6hlb•8lo* •- g LYNN M �4 i �'j`.•CENBF '• ; rim No. W706 �'a •- � �a fK if • ci�r �� ••. STA : • �l/� 10NAL A. LYNN �0.1ER P.P. 'P.6.Sl�08 •I PANEL LETTER PANEL LETTER NO 1. MNPANEL WEL V4 NO 1 NAL IDTH FOR ALL P SLATE GLE tl% E DOUR � LOCKSMLE i LOFIXED E � I K PANEL CONFIGURATIONS EQUAL$ � R FLXLD SINGLE U ASTRAGAL LOCKSTILE LOCKIME INTERLOCK jBoXovn OUT T A RwAL U '°' A``�"` LOCKSTILE OUT) OUT LOCKSIILE /' ASTRAGAL I:U(ED �'�.••�•�-� qq SINGLE LOCKSTILE N LOCKSTILE f"1 INTERLOCK 4 IN (ALL PANEL TYPES) S LOCKSTILE SINGLE LOCI(TILE OUT INTERLOCK fOCTERIOR S FIXED --� ASTRAdAL LOCK8Tq.L: DOUBLE INTERLOCK X LOCKSTILE IN Y FAD DOUBLE LOC103f7LE ASTRAGAL LOCKSTILE INTERLOCK X Old YR DOUBLE FUM jLOCKs�LE ASTRAGAL I{ LOILE x DOME ASTRAGALm LOc�cSTB.E SINGLE INTERLOCK (BOX INTERLOCK. IN spcL-ft— –<3 DOUBLE CS ASf L SINGLE OUT Nf— INTERLOCK ® RECASTRAGAL INTERLOCKtds SINGE ASTRAGA4 ASTRAGAL SINGLEOUT C^ RECEIVERCUT) • : INTERLOCK L7 V ® INT12RLOCK ; ...: LRel SINGLE QS Comot SINGLE..... INTreRLOctc..:. CAM OUT INTERLOCK ® LOCKSTILE ..... '°pL SINGLE aINGIM Comm . .... ..;.. INTERLOCKGIN,K OCK ff"..... X I ..... • ;..... ..... SINGLE ASTRAGAL AS ASL SINGLL=-.•. INTERLOCK IN REClR INTERL . . � >�sarevwrw •. A • �1Z B B S INGLE SINGLEowIN SA SINGLE ASTRAGAL 1 LOCK TERLOCK A INTERLOCK RECWVW - C/ TRLCFSBLSINGLE Comm INTERLOCK Demm ® L INTERLOCK ,► �„ E SINGLE SINGLE SINGLE CORNER �� l4f, = INTERLOCK INTERLOCK IAC INTERLOCK LOCKSTILE CF INTEL INTERLOCK ® RECEIVER. LOCALE No. 88"s ="10y -�' a�� 4� oSTATE OF .. fiCORt�p �.6............ . `%NAL •��• K SINGLE LOCKSTILE INTERLOCK FC ® I= LOCKSTILE RECEIVER v vatar�rmove IVRD PL 9ARia PANEL. TYPES .r..� s a nro crun�r�e t e sr r ALUM. SI.tDtNQ GLASS DOORIMPACT PAM OS IOFAC�,{fAY MNMM OPTXWAM P P.A A. LYNDi P8 x. �x FL54�4 I� BetAef' Nrs 4s x� 840- B p. a=re ; u , , --19 (11 13 C2O 108. MFU% DLO TYP. .ui Iu OR 11 DETAIL'S a *1V.M VERT. SECTIONS) P+woDvcr wa a H@dAk ,o �.. .. •.•.. . . • •.• • ^---- — ER: 25 • . . UcIr 11 No �... u u u t 121 109 110 No. 50M QETAIL'F' 109 110 107 126 DETAIL 'K' = Q. p ro ly al a RWAL SECTION DETAlL3cAoruo uoCr A%W m" a WfINVIMP 1� 1 — UPC ALUM. SLIDING GLASS IMPACT SiSYON�+A1�I �� s c pa Fia�rq wat6�+�Aeana► Ift-SEft- 4101111111 .. "� A. L" sow Ift 78 23 8100-11 B P.P.B"m MAX ® DETAIL'O' WP. c] EXTERIOR 1 LO[� (ALL VERT. SECTIONS) ol 116) A Pim OM X FL 53 474 r L HT EM ., IRISER 23W SILL HEKW 118 I ® 3"r RISER S SILL HEIGHT L SILL RISERS OPTIONS 112x 1 17 or 28 j 8100-11 1 4101 NOTE: 12" W.'0' PANEL. BRKT. LOCATED AT TOP & BOTTOM OF FOW PANEL 132) (143) (134 DETAIL'A' (FIXED PANEL) INTERIOR (ALL NORM SECTIONS) ,F� EXTERIOR DETAIL'W PRO:tFiC!' tYelkr4l• ria ••• • *000 0 0*00 • • ••••• • m=ftyw ft • • m�iidivaGtlo ..• . w ,/9Mf • • IUM 148 NOTE:, 311 111 i i i U TABLES 3 AND 8, SHEETS 8 AND aMW REINFORCEMENT REQUIRED ONLY 2 .` '��' •' 1Gf `Gp '� 1 148 IN THE EXTERIOR INTERLOCK OF �'•,: '''''• ., DOORS REQUIRING REINFORCEMENT = * r• No. Sams DETAIL PC' (REINFORCED) DETAIL'D' ='.a r� fit (t �- F °i Ci'' irAt At a NVOCHANGETilJBSAM �RIZCSNTAL SECT/OAI DETAILS ''..�`S;' ,!�toraop.••'G�?,� F aamw0rafiwmm=w omwmpAwLW. P.aer?xteA ALUM. SLIDING GLASS Dl?OR lA/IAACT ''��s1ONAl"o`� P.It 8l1,Bf ,w NOMA »sM Y bty Baear So" ift 18 a 28 m8immi9 B a � Pea r� DETAIL 'Q' (OUTSIDE CORNER, 2 -TRACK SHOWN) xaxmm Amm ww DETAIL TV A (INSIDE CORNER, 2 TRACK SHOWN) 112X 120 - 23 BlMll 0000 .0000 ... 0000. 0000. 4YNN tij * hyo. gg7o ,O •., fiton►a : aC��. ,` lONP,%,! a L,n3d�'a e P.umm X !lQ or l NOXt1M1B. A 4 2 Sam I N1'8 1 21 s 23 1 8900-99 ertoaucr a�+t •• •0 • • • • •Alii • •••• •Soo: 0000 • e ••••• 9004 •••• ••••• • • PRODUCTRl3VIM • • • •' • • lsoo�sglyTogwit6alomaids • • �odo • • 141y--�ibisf ��a � • • • llifill Mo. 65708 _ ' Q� t• 1 N ^ �.,�:'••.,;'.cos�Qo;. eta .` A I. Mm Me ----I p•�— .100 MF—%="MMF-%="MM ZM NAM GW3-TS DWG NO. 8166 .867 • .8M} .046 7F48' OG BEAD - (28) MAT'L: Niki -T6 DWG NO. 8023A 08'l .713 4AD9 3�L AML:60 _ -TO (11@j MAML: • 8083 -T8 -T8 DWG NO. 8182 MM (18) M 1"L: 83.78 DWG NO.8138 8198° OG BEAD MAT1.:8083+T6 DWG NO 8148 SILL RISER -4 IM {11$j MAM:OOMT8 DM NO. 8137 ASS .847 , SILL MMNG STWP (120) MAM GO8 iM DWG NO. 8183 ®(32) MA7'L:8083-T6 DWG NO. 13140 S8 l RISER - 3 912° (11rMATL:80 -Ml DWG W. W38 P.Q AW I NaXOA6C� FL80A•q f80 BQ BEAD (40} MAT'L: W03 -T6 ® DWG NO. $146 SSM W8rOUMTO ° ^(118)��a������ Beer 78GD"78d .442 .986 ma INTERIOR BEAD (8) MAM 808378 DWG N0.8022 .2w .040.812 11119: to 8Q BEADD (da) MAM N0�8940 A02 .713 .780 81LL RWM -15W (118)MAT'L: 8083.18 DWG NO 8140 QX 1 22 a 23 1 8100-11 ox LrnW iii i .* No. 58705 BTA 111 — :•'= AL ` `o% % A LYNN PA pxA 88706 'MwM= "hlKw4* r mmP4486 w" !i►e 8 N• •ee • • 0000 0 •••• • •••• • 00 •0001 ••••. 0000 • 000 • • PRODUC'�' • • • • . • • s VPlyp$gt�eFlarida • •• • OuA �• • • C•nuul • • • • •. . .•.. • ox LrnW iii i .* No. 58705 BTA 111 — :•'= AL ` `o% % A LYNN PA pxA 88706 } I'•-- 4.741 =Wj 2.000 .074 '� $TIB {9) AWG N. 8012 .L ---j 1.947 1.081 LOMWI S ADAPTER MATlL• 8083-7e (2) DVVG NO. 6104 325 1.793 fC!K:ER TE (15) MArL: 6083 -Te OVA NO. 8105 Lr*--- eooz 1.83$ TALl�BOITOA RAIL - 9° (12) MATL: M83.76 DWG NO. 8013B � - - AM T 2.709 .101 DOUBLE INTR.IB-OCM (14) MATL: 8083 -TO DWG Mo. 8104 zoz8 A20 Ago 2.442 EHM 4J 66 .125 (1® � N0003-TO 8 08 (28) IDWQ NO. 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M WA- m E�1 1NT B! 8 Wb6 x TRACK 81NOLF_�1€AD_ (108) MAT1-: 60WT8 A(121) MAIL: 8MT8 (110) MAT` • 8083.78 (113) MAMMON 8118 Less DWG NO. ails DWG N0.8197 DM NO 8127A Lrrrf 1.80 ••- 1A06 : • • TI -{-9 7.443 • • 2sTRAC, C SLE HEAD / SGR INGEm (120) MA'i V MW3-T8 • DWG NO. 8126A •0e• .090 9.L -1 171 406 T-1 8.816 ---=: 3-TRACK3INGLE HEAD (992) MMA& 8063-T8 P.G6 1�9 ..,.,.� rsr-v.... w�-......- w+...v...rw �......... �F spa t4�bb�.1? M- �vt t -mw 29 23 BfOt�99 (108) DVVG NO. M35 sees e • 0000 &see ' No. 58706 magam •i•e• sees 0009• • 0 0 � sees. sees: •00• - "Arnitice... ' No. 58706 magam CITYStp 1 2014 MIAMhDADE M DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYAND URC R) 11805 Sw 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mmmiamidade.gor-teconumy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described her n designed to comply with the Florida Building Code, Including the H Ity Hurricane Zone. DESCRIPTION: ries 11PW-701/ 720/ 820" Aluminum Fixed Window — L.M.I. APPROVAL DOC endow Installation Guidelines", 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., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Proda c ' MISSILE IMPA T=G: Large and Small Missile Impact Resistan LABELING: Each unit sha 1 bear a permanent label with the manufacturer`s name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and d1II V&,2ai1hbI8 lot 4pettion at the job site at the request of the Building Official. This NOA revi$es and%rerie*wslSOA.No..i1-1110.15 and consists of this page I and evidence ags� 1 and E-2, as welt'as approvai;c;Wrnont-mer:i"ioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window installation Guidelines", 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 FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 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. FTI -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 20294 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted ander preplem NOA No. 03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ....... . .. .. • •• • • • • ••• • •• ••• •• • • • •• . ... ... . . ... ... . . . . . . . . . . . . . . . . . . . .. •• . • . • •• ... ... . • E-1 • . . . . • • • . . . . .. .. . . • • • .. ... . . • ... . • Jaime D. Gasco ,P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: Ju1y18, 2013 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No.134129.27 issued to E.I. DuPont°DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® 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 II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Properly --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 I. 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. FTL-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 Fi'L-3835 and FTL--3850, dated 07/18 and 31103, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 43-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW - 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring on . 02/19/14. ....... . .. .. . ......... . .. ... .. . .... . ... ... . . ... ... . . .. .. . . . . . . . . . . . . . .. .. 000 . . .. .... ....... . . . . . . . . . . . . .... .. . .. .. E--2 Jaim� con, Product Control Section Supervisor NOA No. 13--0502.03 Expiration Date: February 19, 2019 Approvai Date: July18, 2013 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS SEEN CESiGNED & TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SUILOING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN MIND -BORNE DEBRIS REGK>TIS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30- IN THE HVHZ. THE OUTBOARD UTE (CAP) MUST TEMPERED. 3) FOR MASONRYAPPLICATIONS IN MIAMI -RADE COUNTY. USE ONLY MIAMI-DADE COUNTYAPPROVED MASONRY ANCHORS. S. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 080 CONCRETE MASONRY UNITS AND CONCRETE WITH MW. KSI PERANCHORTYPE. 00 ALL WOOD SUCKS LESS THAN 1-VPTHICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IXWDOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE VK= SUCK DEPICTED AS 2X ARE 1.1W THICK OR GREATER. IX AND 2X SUCK (WHEN USED) SHAD. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLAT THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ON E ARCHITECT OF RECORD. (AOR} 6)AND= EMBEDMENT TO BABE MA70M SHALL BE BEYOND WALL DRESSING OR STUCCO. USE Arm OF SUFFICENT EMBEDMENT. NARROW "ff SEALANT 13 USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED OVERALL SEAL1NGAIASHING STRATEGY FOR WATER INSTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND L4 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 0) MAX iW SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 13 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRI NTN APPLIED LOADS. WOOD SUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESET LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSE AND GLASS PER ASTM E130M. S. POSITIVE DESIGN L OADB BASED ON WATER TEST PRESSURE,8TRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSE AND GLASS PER ASTM 173004)9. 8) THE ANCHORAGE METHODS SHOWN HAVE SEEN DESMMM TO RESIST THE VMNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-14% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE IA 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. 9)REPEREVLES:TESTREPORTSFTL-3M &7212: ELOO ULTRACON NOA; ELCO CRETEFLEX NDA; ANSIAF&PA NDSFOR WOOD OO STRUCTION -(2008) AND ADM ALUMINUM DESIGN MANUAL -(2008} 10)THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SO INTERLAYER. THE 72D AND 820 SERIES MAY ALSO 13E REFERRED AS 7HE 701 SERIES. 48' TI' TO•TIP WIDTH 4rSUCKWIDTH - _ 44-IWVNRBLE y txw WIDTH V MAX SHE.EtssHEETe �— IA -- -- r- - / ,, HEIGHT 02.1ff VISIBLE 1r MNG 1r MNL QC. 3 I LIGHT OC. 3 8 1 HEIGKr 98' T— 8 InrLSM 4 T 01-TTIP 1-0118' 1G 1CL'T-7nV'AB-3Mts'An-.086'80.3f18'An 8 8 IHEM MAX sH Ere 1r MAX. O.C. TYP. FLANGED FRAME ELEVAMON�ESTED UNMUNM GUIDE TO SHEETS: GENERAL. NOTES..... 1 8EVATIONS— 1 GLAZING DETA0.8_ 2.8 DESIGNPRESSURES«...........- 2.8 INSTALL1ATKK FLANGE.— 8 INSTALLATION. EQUAL LEG._.. 7 INSTALLATION, Kr. I NA. -...._8 IETALLATtDN, INT. FOV B_.....9 CORNER ASSEMBLY 10 EXTRUSION PROFLM 10 PARTSLIST--10 r GNIESSURERATING IMPACT: TRATIKG VARIES. RATED FOR LARGE & SMALL SEE SHEETS 2-8 MISSILE AOT RESisTANCE 48' BUCK WIDTH LIGHT IDU LIGHTiNIDTH Ir MAX mmt I�L BUCI( HEIGHT .11M1 VISIBLE /' MAX. LIGHT D.C. "BOW 93 I 48' BUICK WIDTH LIGHTWIDTH �.F.SHEET8 2'MAX. w. r • mile VISIBLE LIGHT HEIGHT f BUCK ILS F.SHELTS D MAXi" - 1r MAX o.Q T MAX J H. SHEET r MAX O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION MTED UNMUN STEN ANTE N • • FIGURE 1: 1A 1ro.Q MAX. i 1ro.Q MAX MAX. T TABLE 1- ' Type I7esodPOae Sheet ® B 1 711rWff An- 080 PVB.3118'F 2 a 3 1-1H8'I"IS 9'T•7110' MSW An-.000'PVB- WIFFLR 3 4 1-V18'LmnLKG 8"T-7 A S"S'HS-.09rPVS-3firHS) 3 8 7/18'LmN 8 An•.o sG-3f18'An o"H8-"so-3n8'LHS 4 8 InrLSM 4 7 1-0118' 1G 1CL'T-7nV'AB-3Mts'An-.086'80.3f18'An 8 8 1-V18'Is d [G 1S'T-7/IS'Ah-3118'F-.080'so.NIS'HS 8 mm =-DUPONT® SENIRYGLAS INTERLAYER' BY E.I. DUPONT DENEMOURS & Co., INC. SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE INA AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIM FROM THE TABLES ON Wft ANCHOR SPACING TO BE 8' MAX. FROM CORNERS AND 1r O.C. MAX. FOR ALL CUR" BWWM MIEMBEIM SEE FIGURE 1. THIS SHEET. }•�—WIDTH---moi 1"-' Wm —i I+— WIDTH—moi I'�-i -•"I T. T 1 Ti i Tr' $I '� I � � I �I � I I •�.• I iL,�- �J I+---WIDTH--moi }"�' WIDTH ---I }„' WIDTH --I F`-WoTv -'i I -- - -4-- 1 Tr- - A. . 1 J J L J iL F ---WIDTH =i }+-' WIDTH --I F•" WIDTH --I }+- WIDTH "—i 1 11 � 11 I 1 • •AC ; N0. 58705 S t 13 c�wZ ,`'IONAL J% A LYNN N6.LER. P.E. TABLE 2: 7M8' LAMMED GLASSSTACK 311B•ANNEALEDGLABS 3 USED AT CURVED FRAME MENBE B ONLY 011-7/8' O.C. MAX IWIUCK DWNSIONS SHOW FOR FLANOEEQ �g SUBTRACT I' FROM THE TIP-TO.T9' DIMENSION TO DETERMINE' BLIC!(DiMEPBWN. 2)FORSMNOTSHOWN,ROUND UPTri'fHiv�AVNLABLESHOWORLONODIMgNStON- 3PRDRKidMTWrURALiliBH7OLAFRO THI 04ftLM WINDOWSIZEINTHE TABLEABOVEWHICHTHE OVERALLOIDE1OONSCM&LETELYFITm-m. • • TABLE 3: M a (0 Window Design Pressure (+h, psf) irGlass Type 7 G Window Design Pressure (4, Pat) for Glass Type 3 r J � Up_ X- swan) Oaw c Op z D. z O F zF- P w {I,I o N HeWS as KMJ 1 12 ss 100 104 109.112 gB • 4140 4i4D 1 440 +149 +l +1_8)+1p +140 +)4D HM10 7140 H H40 H MW +1 +l 4. 4140 +14D H40 71.80 30 N40 N40 +660 ♦ +140 N40 N40 N40 + _+_I N-78 4 41 •140 •140 +140 +140 H40 '-79.7 H 772 +)76.1 H• 4 +1_722 If N + ♦180 + +).� 7&1 .J -7s.2 N-726 +1713 47M&S +r48. H40 TIMx140 +680 +1 .9 41-77 •/ 74.3 __Z1_71 3 N .9 +/5i1 +14.4 .151.5 42 +140N40 +1 0- +174. 7171. .2 7 +1518 +1 8 + 44 +140 + +/.79.9 +145.4 0 - Ml +1589 +/48.8 +M2 +159.7 +i -".S 48 •140 4 • Mf0 • 4r40 +J-711 ♦/�8 +-/:Wb- N513 *157.7 H 9 ♦140 41-79.3 +-W W. +1-%3 N 5. N532 •531 +14WL1 •80 N43 ♦ • 70 +t 887 •1831 N ifg 7 +W33 •689.5 H4 LO +1-79.-88.8 .77. 50 N40 +1.88.1 +1.815 - 78.3 -;WI-3- 1.362 N-77.4 +1-73 8t J712 .3+153•50 +l4D +140 +6W71.7 +/ N-89.5 N-7&8 •1-7258 34 -+74-6- •1 70. 77 . N-74.2 N. -R3 58 + W- 40 1.77.8 -73.8 '.727- 58 •140 +679.4 ♦ - 4 N-712 W 4/4D +1778 +673.6 • +2.1- • 5 82 H4D N7&8 .00.p7 •8p• 4159.3 •••• 84 718 1 N57 *1 el • 7M8' LAMMED GLASSSTACK 311B•ANNEALEDGLABS 3 USED AT CURVED FRAME MENBE B ONLY 011-7/8' O.C. MAX IWIUCK DWNSIONS SHOW FOR FLANOEEQ �g SUBTRACT I' FROM THE TIP-TO.T9' DIMENSION TO DETERMINE' BLIC!(DiMEPBWN. 2)FORSMNOTSHOWN,ROUND UPTri'fHiv�AVNLABLESHOWORLONODIMgNStON- 3PRDRKidMTWrURALiliBH7OLAFRO THI 04ftLM WINDOWSIZEINTHE TABLEABOVEWHICHTHE OVERALLOIDE1OONSCM&LETELYFITm-m. • • TABLE 3: GLASS TYPE 1 HEAT $TRENGMENED GLASS SB' GLASS BITE �- LONGISIDE SHORT SIDE L_L 12�� ^� �- LONG SIDE 4 SHORT b SIDE 9� L 1-1M('NOM. 7M8'LAMWATED MASS GLASS STACK STACK 19' HEAT 3M8'TEMPEREJ GLASS `_I _ I T �i •I' $TI�NCTI'HEMED GLASS Nam 1 WMENMOM SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TU•-TO•TIP DUMMM TO DErERl16 M THE MM DMB 2) FORSMS NOT SHOWN, ROUND UUP TO THE MWAMAIIASLE SHORT OR LONG DLMENMON. 3)FOR ARCMTWftML WINDOWS. FUND THE SMALLEST WN" SIZE IN THE TABLE ABOVE WHlMi THE OVERALL DMAENSMNS COMPLETELY FIT WM N. 7M8'AIRSPACE GLASS TYPE 3 - 3M8' ANNEALED GLASS .080' PVB r INTERLAYER 617 GLASS BRE WIa. �� t$ SHORT $U7E LONG $IDE J %somEE M a (0 'Aa G Window Design Pressure (4, Pat) for Glass Type 3 r J � Up_ X- swan) Oaw c Op z D. z O F zF- P w {I,I o N HeWS 614/a 72 Is 1 00 1 84 88 02 gB 1 04 IM112 30 +l +M H4D 7140 HM10 N40 H H40 +)4D MW WA • +1.00 N +1 ♦ +I$p N N40 43 --;W- 34 +140 440 N 40 41 •140 +7.15 N 36 +140 +140 +140 40 N +/40 ♦180 H40•180 H40 40 +680 H40, 4 4 +M.3 4D •1. •140 H40 +1 Hop •68D H-717 H +1•70.8 H 42 +140 H4D H40 N.W + ♦h8p +677 N-731 44418 W +M2 44 +MM +140 • 4r40 +J +1.77.4 N- +1713 41W.6 H 9 46 4/430 +-W N 4D +1-79.2 *1-714 +1-71.7 •531 +14WL1 $M46 • 040 1 W -M +&772 +W33 •689.5 H4 LO 50 N40 +M - 78.3 -;WI-3- 1.362 62 +l4D +140 +6W71.7 +/ N-89.5 34 -+74-6- •1 70. 77 . 58 + W- 40 1.77.8 -73.8 58 •140 +679.4 ♦ - 4 W 4/4D +1778 +673.6 82 H4D N7&8 84 • . H-772 NIld +#•74.9 GLASS TYPE 1 HEAT $TRENGMENED GLASS SB' GLASS BITE �- LONGISIDE SHORT SIDE L_L 12�� ^� �- LONG SIDE 4 SHORT b SIDE 9� L 1-1M('NOM. 7M8'LAMWATED MASS GLASS STACK STACK 19' HEAT 3M8'TEMPEREJ GLASS `_I _ I T �i •I' $TI�NCTI'HEMED GLASS Nam 1 WMENMOM SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TU•-TO•TIP DUMMM TO DErERl16 M THE MM DMB 2) FORSMS NOT SHOWN, ROUND UUP TO THE MWAMAIIASLE SHORT OR LONG DLMENMON. 3)FOR ARCMTWftML WINDOWS. FUND THE SMALLEST WN" SIZE IN THE TABLE ABOVE WHlMi THE OVERALL DMAENSMNS COMPLETELY FIT WM N. 7M8'AIRSPACE GLASS TYPE 3 - 3M8' ANNEALED GLASS .080' PVB r INTERLAYER 617 GLASS BRE WIa. �� t$ SHORT $U7E LONG $IDE J %somEE `�L1LU 111!1//j *' ND.58705 �O'�F '•..;20810?: ' �\_�� A. LYNN N41M P.B. P"6825 M a (0 'Aa G � r J � Up_ X- Oaw c Op z D. z O F zF- P w {I,I o N HeWS Z z � E11 e101 `�L1LU 111!1//j *' ND.58705 �O'�F '•..;20810?: ' �\_�� A. LYNN N41M P.B. P"6825 • • • • 11 DIMENSIONS SHOWN. FOR •FLANSEDwWtldDKWA SUBTRACT 1' FROM THE TIP -TO -YIP DIMENSION TO DETERMINE THE BUCK DIMENSION. • f • SDP.8 ( IOVRM. ROUND U TOW"NEXT AVAILABLE SHORT ORLONG DIMEMON. • • 3) FOR AROffr9CrlAAL VONDOWS. FfIN0WMALLEST WINDOW SITE IN THE TABLE ABOVE W WH THE OVERALL DIMENSIONS COMPLETELY FR WffM TABLE 4: 7MB'LAMINATEO GLASS STACK 3MW HEAT STRENGM 0 USED AT CURVED FRAME MEMSERSCNLY 0 11.7AY C.C. MAX. � 1.3 IBM GLASS STACK I ` 1 711rLAMINATED GLASS STACK INTERLAYER 3/18'TEMPEREDlU A88 V�31MV ' HEAT STRENGTHENED GLASS :AT H8'HEATSTRENOTHENEDGLASS 3THENED GLASS 7118' AIRSPACE PVB INTERLAYER I off GLASS SITE GLASS TYPE 2 USED AT CURVED FRAME MEMBERS ONLY M$11-N8.O.O. MAX y:ua:�L, o I aw GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1 HORIZONTALLY AS SHOWN LONG BIDE �— LONG SIDE SHORT SIDE J SHORT .�. � SIDE I-- �-- LONG SIDE --� SHORT SiDE j LONG SIDE 1 M IA ze FW'Z�+�+ Z uci d: Z N O M Rm F t- ® Z o a� owl ..YNNI..! Z�Elr s'9 ON���A�� �� �.. A. LYNN lY�1FR. P.E. w z NOiiiiiimmii0�£7miiiiii ENOr1*��i�7 1�■Ifj�if���l��'7�7miiiiiiiiiiiii - G�id€>]�i•�71�I��kll��iiiiiiiiiiiiiiii 7MB'LAMINATEO GLASS STACK 3MW HEAT STRENGM 0 USED AT CURVED FRAME MEMSERSCNLY 0 11.7AY C.C. MAX. � 1.3 IBM GLASS STACK I ` 1 711rLAMINATED GLASS STACK INTERLAYER 3/18'TEMPEREDlU A88 V�31MV ' HEAT STRENGTHENED GLASS :AT H8'HEATSTRENOTHENEDGLASS 3THENED GLASS 7118' AIRSPACE PVB INTERLAYER I off GLASS SITE GLASS TYPE 2 USED AT CURVED FRAME MEMBERS ONLY M$11-N8.O.O. MAX y:ua:�L, o I aw GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1 HORIZONTALLY AS SHOWN LONG BIDE �— LONG SIDE SHORT SIDE J SHORT .�. � SIDE I-- �-- LONG SIDE --� SHORT SiDE j LONG SIDE 1 M IA ze FW'Z�+�+ Z uci d: Z N O M Rm F t- ® Z o a� owl ..YNNI..! Z�Elr s'9 ON���A�� �� �.. A. LYNN lY�1FR. P.E. TABLE 6: 7118' LAMINATED Lam_ LASS STACK I ;INTERLAYER 3118' ANNEALED GLASS 3f18• ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 011-718' O.C. MAX. GLASS IBTE '-+- LONG SIDE 1-3 R SHORT 20 13 SIDE GLASS TYPE 5 .www ww•• 1 ONS 1. FOR FLNNtq, SUBTRACT 1• FROM THE T9+ -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. NOT SH:YN, ROUND UP lD TFiI= SHORT OR LONG DIMENSION. 3} 6YTECTURAL y+l . Flim THlj MDOW SEM IN THE TABLE AMYE WHICH THE OVERALL UffiffiNSIONS COMPLETELY FR WRHOL 4) AIS SHEET APPLWS)ONLY TO IIi.ANGEAND EQUAL4.60 WINDOWS. DO NOT USE WITH FI -FRAMED WINDOWS. • ••••0000*0 • •• • • • • TABLE & a � Window Design Pressure (+6, psf) for Glass Type 5 Window Design Pressure ", psf)for Glass Type 7 n 4: Z� J4r� z d 87.718 72 78 89 04 M 92 95 100 004 IM1112 30 +9Q.IM4 ;WI28 +90V•115.5 -W-11i.5 +W.1088 ♦ -108 +90.194 +W.lft6 +W.IM5 +9ML100.7 +W47.9 *90430 + • 19.9 +90.11 +W 3 +90.101.8 *90937 +90-98.7 +90-923 +_W_X8 +90 3 +189.9 H 34 ♦ +�!-1 �:8 +90-101.4 • .91.8 H•M.2 +1.84.4 41.8'1.5 +! 1 ♦f•79.8 y-79.4 38+80.1028 + •971 928 +1 41.85.5 •192 +179.7 H 77 +781 +1-734 +1.722 36 • -98.4 +9092.2 +1937 +1.432 +1977 +/•78.1 +678.2 7-728 H 78a5 +188.3 40 + +I +1172 .934 ♦ 3 +197.9 H 1 41834 4141.0 42 +90-91.3 +189 +180.7 H- .4 H 74.3 -1•7t3 718-2 H 7 H .0 4189.8 +1•68. +1- 3 +1 8 • + +/- 4 +1.721 839 +1 8 41822 H W T 77/•57.5 +1• 48 4185 *IMS +177.2 a + +/70.1 +/8a8 +1835 +1843 H .T es • 0.827 ;/ N 1 -1-75.60 W 71.9• +1-88.3 +/-94.9 H .8 HS32 j7l4 1. 60 N +1-77. ♦ 74. 4.. 78&7 + 1 5 +9091.4 +187. N937 a&4 +1.79.1 0.77.4 41.73 +1•724 41.70.8 H 8 87.3 H8a1 -14M6 416t5 Y• 52 H89A +196.5 so 41.7 8 v T2 +188.8of 54 +187 53 H-7 H- -149LO 58 • 41.727 .4188 4185 471.2 • + 7 +h86.5 elNstag Lose 02 N9a4 W77H -718 7187 • • • 7118' LAMINATED Lam_ LASS STACK I ;INTERLAYER 3118' ANNEALED GLASS 3f18• ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 011-718' O.C. MAX. GLASS IBTE '-+- LONG SIDE 1-3 R SHORT 20 13 SIDE GLASS TYPE 5 .www ww•• 1 ONS 1. FOR FLNNtq, SUBTRACT 1• FROM THE T9+ -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. NOT SH:YN, ROUND UP lD TFiI= SHORT OR LONG DIMENSION. 3} 6YTECTURAL y+l . Flim THlj MDOW SEM IN THE TABLE AMYE WHICH THE OVERALL UffiffiNSIONS COMPLETELY FR WRHOL 4) AIS SHEET APPLWS)ONLY TO IIi.ANGEAND EQUAL4.60 WINDOWS. DO NOT USE WITH FI -FRAMED WINDOWS. • ••••0000*0 • •• • • • • TABLE & }-F- LONG ME T_ SHORT d SIDE TABLE DiMENS1ONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-lKVNOM. GLASS STACK MCVI GLASS ASS STACK ASS 3RV TEMPERED GLASS ;l, E-AWSGINTERLAYER 13M ANNEALED D GLA T-13118•ANNEALED LASS 7118' AtR SPACE 1 DBAENBIONS SHOWN POR FTANID WMDOWB, SUBTRACT 1• FRG-THETIP•TO•TIP DAAENSION TO DETERMINE TIG BUCK D@4ENS1ON. 2) FOR SIZES NOTSHOWN.ROUND UPTOTHE NEXrAYAILABLESHORT ORLOW OIb ION. 3) FOR ARMWECTURAL WINDOWS. FRO THE SMALLEST WINDOW SM IN THE TABLE ABOW W -00H THE MERALL DIM80ONSCON14LEIELYFIT WiTHIJ. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN-FRAMEDVWNDOWS. •. i GLASS TYPE 7 /I -^1 � LONG MOE 1 sHCX1T sroE r a � •aa Window Design Pressure ", psf)for Glass Type 7 n 4: Z� J4r� z d � UV � pXpy s00 72 1 78 SZ O 92 98 1 104 109N2 4 a 30 +90-130 *9061 *90430 + •1 +996172.8 +996119.8 +90-118.1 +90.117 +90-115.8 W-1112.7 #W.109. 32 a9O-130 +90.1 -19.9 • -1 .8 41.5 +90.1.1 *90-104.3 +90.1024 +1D610'L +90-101.4 34 +90-123.1 +9Q'-11 4 +80-111.7 + .1 .5 +90-1 a -987 +90-1 5 41.99 + 8 etnt 38 +991--118 +9'•1018 +80.104.8 + .100.6 ;90.988 +9098.3 +69D 87.3 4184.9 +f82.3 N81.2 38 QW -111.2 +90.1 OBER a .9t +90 + 2 +184.9 N•81.9 +I 4 N- 4 *1-74.3 40 +W. 9 8 .934 -*M-51 41972 --.Te-4 4189.6 41 7 N +-70. +189 42 +90-03.2 9L2 +187.4 N84 +1•x.0 +1-77 +1- 3 +1 8 +188.9 +186.2 44 +�19I7 +90 1 +MWA 41.81.4 +1• +144.1 +1743 9 4.819- 46 46 +90986 +90 .3 7/872 +1.76.4 H-71. ;/ N 1 -+I -1 48 5 j7l4 1. 41-772 +1733 +180. ;ms 5 +9091.4 +187. N937 a&4 +1-7&3 H•7t3 H Y• 52 H89A +196.5 + .8 + 77.7 +1.736 + 54 +187 +I 4 +1 78 +141.8 58 7960 8 60 7921 02 N9a4 W77H 04 88 2 eTale +1 }-F- LONG ME T_ SHORT d SIDE TABLE DiMENS1ONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-lKVNOM. GLASS STACK MCVI GLASS ASS STACK ASS 3RV TEMPERED GLASS ;l, E-AWSGINTERLAYER 13M ANNEALED D GLA T-13118•ANNEALED LASS 7118' AtR SPACE 1 DBAENBIONS SHOWN POR FTANID WMDOWB, SUBTRACT 1• FRG-THETIP•TO•TIP DAAENSION TO DETERMINE TIG BUCK D@4ENS1ON. 2) FOR SIZES NOTSHOWN.ROUND UPTOTHE NEXrAYAILABLESHORT ORLOW OIb ION. 3) FOR ARMWECTURAL WINDOWS. FRO THE SMALLEST WINDOW SM IN THE TABLE ABOW W -00H THE MERALL DIM80ONSCON14LEIELYFIT WiTHIJ. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN-FRAMEDVWNDOWS. •. i GLASS TYPE 7 /I -^1 � LONG MOE 1 sHCX1T sroE r (LYNN N 'C •• J,OENSF'• ;� �� Na 58705 STATE tF '•41- i��Fsso�Al��..�G��` A LYNN MILER, P.E. P.8.8887G a � •aa n 4: Z� J4r� z d � UV � pXpy s00 SZ O o O.Z 4 a Z Orr,� ? S Z etnt (LYNN N 'C •• J,OENSF'• ;� �� Na 58705 STATE tF '•41- i��Fsso�Al��..�G��` A LYNN MILER, P.E. P.8.8887G ' FOR !-uA& wuuoOM SUBTRACT r FROM THE TIPTO-TIP OIAIENSM TO DETERMINE THE BUCK DIMENSION. • 2)FOPb9ZES NOT SHIiVRMI. ROUND UPi41i40W AVAILABLE SHORT OR LONG DiMENSION. S) FOR ARCHfTWnJRAL WINDOWS, FD®TW SMALLEST WI•UOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WTTHIN. • Irr"SHEET OP®0ftAIL TO FLAN®M/W! SAL -LEG WBS. DO NOT USE WITH FIX�FRAMED NNNDOWB. • 0000 • •• 0000•• • • • 0000•• 71110' LAMINATED GLASSSTACK 3116' HEAT STRENGTHENED GLASS USEDATCURVI'A e 11 FRAME MEMBERS ONLY 20 011-7fi' O.O. MAX. g GLASS TYPE 8 1-ItIW NOM. GIASSS7ACK GLASS TACK D OI.A88 STACK 3115' TEMPERED GLASS -'J-T"-rf.T'-3N8' HEAT STRENGTHENED GLASS GLASS 7/18' USED AT CURVED FRAME MEMBERS ONLY 011-7AT• O.C. MAX. � �� •-ISM filr GLASS SITE GLASS TYPE 8 MFF . i,. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG S%TE SHORT SIDE --4 am �-- �+— LONGSmE —►, SHORT sb SIDE I 4 LONG SHORT am i a 4 � o QQQS Z� W W � P 1-• z �Z N o 0.Z g F o b ©oOtiL700i�i®�■��fY3ii�■i��k70i o zww a IN LL 0 wut lmz" OEM �0� 1 AMMO ET"7", Wm NW6MF Ifml�l KE LL&Lm �®i ' FOR !-uA& wuuoOM SUBTRACT r FROM THE TIPTO-TIP OIAIENSM TO DETERMINE THE BUCK DIMENSION. • 2)FOPb9ZES NOT SHIiVRMI. ROUND UPi41i40W AVAILABLE SHORT OR LONG DiMENSION. S) FOR ARCHfTWnJRAL WINDOWS, FD®TW SMALLEST WI•UOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WTTHIN. • Irr"SHEET OP®0ftAIL TO FLAN®M/W! SAL -LEG WBS. DO NOT USE WITH FIX�FRAMED NNNDOWB. • 0000 • •• 0000•• • • • 0000•• 71110' LAMINATED GLASSSTACK 3116' HEAT STRENGTHENED GLASS USEDATCURVI'A e 11 FRAME MEMBERS ONLY 20 011-7fi' O.O. MAX. g GLASS TYPE 8 1-ItIW NOM. GIASSS7ACK GLASS TACK D OI.A88 STACK 3115' TEMPERED GLASS -'J-T"-rf.T'-3N8' HEAT STRENGTHENED GLASS GLASS 7/18' USED AT CURVED FRAME MEMBERS ONLY 011-7AT• O.C. MAX. � �� •-ISM filr GLASS SITE GLASS TYPE 8 MFF . i,. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG S%TE SHORT SIDE --4 am �-- �+— LONGSmE —►, SHORT sb SIDE I 4 LONG SHORT am i LYNN ' No. 58705 7 STA NAI."''.• .� mits, A. LYNN MILER PE. a 4 � o QQQS Z� W W � P 1-• z �Z N o 0.Z g F o b o zww a IN LL 0 wut LYNN ' No. 58705 7 STA NAI."''.• .� mits, A. LYNN MILER PE. EDGE DL4TMXSE INSTALLATION TYPE A y .... =003 WWDQW ' IME VISIBLE LIGHT HEIGHT. WINDOW BUCK HEIGHT - 2314 ORRA qSM INSTALLATION INSTALLATION EMBEDMENT NOTE 2. THIS SHEET TYPE C TYPE B EMBED 1X FSP, •• : + •� MAX SEE E2. THIS EET� �'' EN�EDMENT •�--- t fit sHBA 7YP.ANCHOR TYPE, FeAFBEDEAFMAND EDfiEDISTANCE PER SUBSTRATE, + • A, o. •`' D CE EDGE ,•• SEE TAKE 0, THIS SHEET +'",: •• DISTANCE 11C MAX •. 1 l 1 1 TYPE, �•..° , .t •, ,,t• �°�. AND EDGE j •' ' a' ST PER SUBSTRATE. MT S, THIS SHEET +•EXTERIOR ONLY 'OJ:. •. �s 4 � 11 ; • PER �— VISIBLE LIGHT _� S l�� WINDOW BUCKY�IDTH-29/4' WINDOWSUCK WIDTH TRP-TO-Ttl' WWDOW W�TiK NORETECNW PERANC OR REWIFREK*Mr IWMAX.SHIM HORIZONTAL SECTION A -A 012 L SELF-DRS.UNO /[Mt AFF TAW F —\ TABLES: THIS UNDERNEATH BEADING SUBSTRATE PROPERTIES. TABLE B.T HIS SHEET ANCHOR •4• .+-r. RE I EDGE TYMANCHOR E,EMSMNIENT I� DISTANCE AND EDGE DI MICE PER SUBSTRA EE TABLE S. THIS SHEET VERTICAL SECTION B -B l • • 41—* •• • INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMSEOMENTAND EDGE DISTANCE OMITS 2. WOOD WXM DEPICTED ON THIS SHEET AS -Or. ARE BUCKS WHOSE TOTAL THK20NESS IB LESS THAN 142'. 1X WOOD SUC KS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID C014CREM WOOD BUCKS DEMOTED AS *W ARE 1-12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAYING JURISDICTION. 3. FOR ATTAa•BAENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4 APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR AdULLIONNGAAFPLBS TO WHOLE SYSTEM. ~919- LYNN �1/%j� • �� . ' JCENSt= •. � SNo.68706 •Ks � � 7 ijt_3 • �, i�pt� •'•• ,AlOR1K1P:: ��j?�� F 'l;,;9 ONXX- A. LYNN MUM RE EDGE r' DISTANCE INSTALLATION TYPE E 4 WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT 23W 2X WOOD BUCKSTRIP OR FIRS SEE NOTE 2, THE SHEET EMBEDMENT EDGE DISTANCE INSTALLATION TYPE O SEE NOTE 2. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET INSTALLATION TYPE F EMBEDMENT ssHEE1• • A . ' EDGE '' . • DISTANCE HORIZONTAL SECTION C -C 114•MAX SHIN {�-- #12 S'TEEI. J{ SELF-DRLLING SMS (04 SEE TABLE 9. THIS SHEET TABLES: INSTALLATION TYPE H M(TEROR MIAMI -DADS APPROVED MULLION (SEE SEPERATE NOUS, ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 9,THIS SHEET j �u4•MAXSNIM 1X WOOD BUCKSTRP. SEE NOTE 2, THIS SHEET ''f •' • : "P' : , • : .� CONCRETE PER EMBEDMENT :'i :.:.:. +;:.• ANCHQR '`` � :'• •• 4 REQUIREMENT INSTALLATION I • • EDGE 7YP.ANCHORTYPE,EMBEDMEM TYPE F f� pISTANCE AM EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. THIS SHEET VERTICAL SECTION D -D And w Slin6ete ' Ed" pIswm Min. Embedumld AS O.C. 8lmokg 612or#14410888omw TYP.ANCHORTYPE, • T8^ 0. EMBEDNENTANDEDGE A388teel 318• SA83'•RIP r •'. stwwd Gr ars• ooas taxa DISTANCE PER SUBSTRATE. P.T. Sommm o -O f 318' 11 SEE TABLE 9. THIS SHEET sleet or. 33 ndn. 318' SAE 18 cGe • - i AT CURVED4 IEMEMBERSONLY 2.112' :: • ;: '� 72' .Iv 11 i!8.00 MAX CONCRETf1CMU �. V181WBUCKWIDTH 2- WONDOY/BUCKiMOTH •23/4' 1• PERANCHOR • alwo Cw*reo �' 2.5 2 -IW I -w REQUuwAmNT WINDOW BUCK WIDTH HORIZONTAL SECTION C -C 114•MAX SHIN {�-- #12 S'TEEI. J{ SELF-DRLLING SMS (04 SEE TABLE 9. THIS SHEET TABLES: INSTALLATION TYPE H M(TEROR MIAMI -DADS APPROVED MULLION (SEE SEPERATE NOUS, ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 9,THIS SHEET j �u4•MAXSNIM 1X WOOD BUCKSTRP. SEE NOTE 2, THIS SHEET ''f •' • : "P' : , • : .� CONCRETE PER EMBEDMENT :'i :.:.:. +;:.• ANCHQR '`` � :'• •• 4 REQUIREMENT INSTALLATION I • • EDGE 7YP.ANCHORTYPE,EMBEDMEM TYPE F f� pISTANCE AM EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. THIS SHEET VERTICAL SECTION D -D And w Slin6ete ' Ed" pIswm Min. Embedumld AS O.C. 8lmokg 612or#14410888omw • T8^ 0. • • A388teel 318• SA83'•RIP stwwd Gr ars• ooas taxa • - 012 or#l4 Steel Some 9� P.T. Sommm o -O 16• 318' Aiur°kmm, 853.78 3r8• 0.06:4 A358tW 0.083 sleet or. 33 ndn. 318' SAE 18 cGe • - 1/4. 410 88 tbeteFlex U d CMU, 2.112' 7.174' 72' ConmeA (mtn. 3.36 kaq 1• I-sw IN 8mel Lamm Omwele mM.2.85 1• I-wr • alwo Cw*reo �' 2.5 2 -IW I -w 1 Urommd 2-V2• 14M G-Aed 2•V2' 13W 6fW Sleet u6maon Comraft WiL 3.6 I-14• I -3w Ar GroutedCMU, tASTM2-Mr Iw • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE- IISTALLATIONNOTEG: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'. ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-Ilr.1X WOOD SUCKS ARE OPTIONAL IF UNPT CAN BE INSTALLED DIRECTLY TO SOLID CONORETE. WOOD SUCKS DEPICTED AS W ARE 1-1I2•TH=OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORA$ APPROVED SYAUTHORTTY HAVING 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF AM TO PROVIDE FULL SUPPORT TO THE WINDOW FRAM. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM ETHER WI(DM OR MULLION NOAAPPLFES TO WHOLE SYSTEM. a TYP. ANCHORTYPE. EMBEDMENT ANDES --i EM3 3MENT DISTANCE PER SUBBIRATE, SEE TABLE 10. THIS SHEET F� INSTALLATION TYPE • • 4 • 0000• • 0000• 0000. • • • ExrEwbR 0000• 0000 • 0000 0000 • wINNXIW • . • • 0000. 0000 • • VISIBLE 60000 LIGHT HEIGHT -0 • • 0 • WINDOW • SUCK HEIGHT - 2-3W INSTALLATION TYPE J •00.00 0000 0000 0000•. • 2X WOOD BUCKSTRIP OR FRAMING, SEE INSTALLATION NOTE 2. THIS SHEET TYPE J MIRE Edge MWL O.C. EDGEEDGE DISTANCE DIST,NCE wilcoMAX SHOd Z 1fl x .11 Box INSU 2X WOOD SUCKSTRIP or OR FRAMING, SEE 2.112' x .131' Commoe Nd NOTE 2, THIS STET 114" MAX TYP. ANCHOR TYPE, EMBEDMENT AND $HON EDGE DISTANCE PER SUBSTRATE. 318 SEF, TABLE 10, THIS SHEET MD MEBE MEA03ERSONLY L r o.C. MAX v4' MAX S IM —* INSTALLATION TYPE L A70 STEEL SELF DRILLING SNS (W. SEE TABLE 10, THIS SLEET 2X WOOD BUC 0FW OR FRAMING. SEE NOTE 2. THE SHEET —1v4'MAXSHBN INSTALLATION TYPE K EDGE DISTANCE —►{ 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 4a EXTERIOR §3w VISILE uLRHLrWIDTHa 8 WOIDDWS OKWFDTH-2-W tnnN3owSxlc WIDTFL I HORIZONTAL SECTION E -E '2��j EXTERIOR 0 M A 64MDE APPROM MULLION (M SEPERATE NOAbALUMMUK STEEL FR WKI OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THL4 SHEET EDGE DISTANCE TYP.ANCHOR TYPE,EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F TAKE 10: MIRE Edge MWL O.C. AOeha Subabat• asw= SmIm Z 1fl x .11 Box INSU F.T. MEN A or r 2.112' x .131' Commoe Nd P.T. Swimm Pm m) w r 2-llr It .148 RoMm NO P.T. BaWrem mph. 86 318 r P.T. SoulfilNll Ply 12' r 0'� AWMDM. 6933-T$ MM Stir F- 010 x 1' Sae18Cr•N 010 am r x048' (18 G•L SL•eL_SttXL Or. 33 0t1r IP MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION RTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD SUCKS DEPICTED ON THIS SHEET AS'1X', ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.Vr.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS'2X' ARE 1.1tr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED By OTHERS ORAS APPROVED BY AUTHORITY HAVING 3. FOR ATTACHMENT TO METAL• THE STRUCTURAL MEMBER SHAT. BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.7 APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. o a o Z d �O aY P g o � Z [L 0 O t a z m k z LL LL w01 >�a * No. 56705 '7 A LYNN MILLER, P.E. P.Ed<Li m INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO • MORE THAN S' O.C. • 4 • • 0000• ir • 0000 0000• • • • EXTERICt 0000• 0000 • ...• .•..• 0000 • • • VISIBLE 00000 LIGHT HEIGHT e• • • WINDOW • BUCK HEIGHT - 2 -W INSTALLATION TYPE N IENT . :i �r. EDGE DISTANCE 2X WOOD BUCKSTRIP EDGE—OR FRAMING. SEE OSTANCE NOTE 2, THIS SHEET •• P–.AORTYPE, • AND EDQE DISTANCE PER SUBSTRATE. SEE TABLE 11, THIS SHEET n29 == ONLY • 0 0000•• 6000 • • • INSTALLATION TYPE O FOR THIS OWALLATKIN METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 0' CC #12 S1EE- SELF-DRILIM SMS (05), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 1/4• MAX ANCHORS MAY 13E NO . •• : • ' . SHIM • MORE THAN r O.C. ..+ 1X WOOD SUCKS1W. SEE 2)( WOOD BUCKSTRIP NOTE $ THiB SHEET OR FRAMMA SEE TYP.ANCHOR TYPE,EMBEOMENTAND +. ^• EDGE DISTANCE PER SUBSTRATE. .• •. SEE TABLE 11, THIS SHEET 1 yy VISIBLE LIGHT WIDTH= WINDOW BU CK WIDTH -2314• W04DON BUCK WIDTH TYP. TYPE, OXTFJUDR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 11. THIS GMT r1/4'MAX SHIM (SEESEPEW►TENO&ALIIWPUI4 �1L STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE I I.THIS SHEET 'DC WOOD BUN2OTRIP, SEE NOTE 2, THIS SHEET VERTICAL SECTION H -H HORIZONTAL SECTION G -G TART F 1•! EMBEDMENT Anahm Stdrehate hft Edp Olonee EDGE #12W#14410888mew DISTANCE 0118• 1318' s' CONCRETElCMIJ 0•0vr PERANCIOR 0.W. 0• REQUIREMENT 0.045' 10 tie • W EXTERIOR v P.T.Smdhem tilp Anahm Stdrehate hft Edp Olonee Min. Embedment Mex, O.0 8 #12W#14410888mew P.T. 0118• 1318' s' AMMWMT,� 0•0vr 8t A38d 318' 0.W. 0• StecSbA Or. 33 mh 318' 0.045' 10 tie • W #12 m #14 Steel Smew P* P.T.Smdhem tilp 8918' 1318'4r 808375 mhL 3W A388W air O,0w. 0.083'• r Std StA Or. 33 MbL sw o.0w(I$Qs)* S• V4.410 ss QeDeFlaz 09M C" 24W 1-114• tr Cmete (mtn 338 r 1314' tr I4' StAd UAbo ml Ommrete 2.88 1 1r Gmmmto 60L 2.88 24W 1318` 12 TM 2.112' RF— 1r Tb1 2.112 1314• it 5/18' Steell0lmm C*noM 3.5N 1•V4• 13N4- 12' t muted G -w 2 w 1.394• YY "WMW 7TtUftM bkTUPW 1M=lALW=lKNlt INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DWANCE LBST'S. L WOO) BUCKS DEPICTED ON THIS SHEETAS'Or. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-Vr. Ol WOOD SUCKS ARE OPTIONAL r UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUM DEPICTED AS WrAFtE 1- A*MCKOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY QTHEBS DRAB APPROVED SYAUTHCRITY HAVING JURISDICTION. S. FORATTACHMFINT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SEE TO PROVIDE FULL SUPPORT TOTHE WINDOWFRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM.WTDER WINDOW OR MULLION NOAAPPLIESTO WHOLE SYSTEM. Y a� o v U $ O a52 � ° t9 o: VN Y r O Z F o a CD z z pq z LL SNA LL '�0 ``1\lUllli/1//' oAj 1-riN1V.V /' i "p0. •� STA OFtS.-' &—r ASSEMBLY DETAILS FOR FLANGE &EQUAL -LECs FRAMES i •r � . W'CQRNER ` flV4 EA88EMBLY EQM4M FRAME 6 MITERED FRAME WITH WERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Dom P01Tparts De wlpdon Material 1 4=0 Flanged Frame Ah m. 6MY6 2 4286 Egaal4eg Fmlw AGm1. 5053T$ 3 4233 Integral Fin Frmm Akin 505375 4 4268 7H8' Wa Gt a Beaft Alum 6MY6 8 4264 LG. (lass Seading Akum 808375 8a 4270 6wtddon Fastew Ceram Mm 60S3T5 4224 lhdddon Fastemr Cow ftd PVC 10 706850 Gasket (al SO" caner jdMa) Pdysftlem 11 TP24718 VW Bulb WeathmWp Flex PVC, Dun. 86+1-1 13 Dow 888, GE 7700 SUkxxw or E*k 2D 71662K Se181y1Sock. Maw. 3H8 x Mir x 4 NeoVom Oma 85 +1.1 21 71704AK Soft Bock, I.G. 3115" x 1-3+32' x 4" Neolxem, Duro. SS +14 22 DURWYIS MV DMS" Spacer 29 sB x 1-014' FH SMS Stab"n Swd 30 1 781PQX 198 x V Quad PH SMS stow= Steel .074 � ABY FLANGE FRAME #4263C. 6083 -TS . .878' n T—� Aw 7M8' LAMI 4 GLASS BEADING 04265,6083-T6 ASSEMBLY DETAILS FOR FIN FRAMES ANGLEDICURVFD FRAMEASSEMSLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANTATALLCORNERS IT 1.378' A74 081' OEQUAL-LEG FRAME #4285,6083-T5 1:::.j F, .346• I.G. GLASS 5 BEADING #4254,6003-T5 1378' *hx?4cllAw .Boa• 3 FIN FRAME #426% W03 -T5 -1,"r�- .OBGqj INSTALLATION FASTENER COVER #4270, 608375 SEP 1 8 2014 MIAM TIAM--DADS COUNTY, FLORIDA .. . � RODUCT CONTR©L S);CFION DEPARTMENT OF PERIVIIT7 NG, ENMROMUM, AIV 11M SW 2& Street, Rosm 208 AFFAIRS (PERA) Miami, Florida 33175--2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3152599 -NOTICE OF ACCEPTANCE (NOA) ►.mia N942srav PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SWPE: 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 PFRA Product Control Section to be used in Miami --Dade County and other areas when 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 AM (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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this ac septan" ce,_ if it ' l Miami -Dade County Product Control Section that this product or rn -fW-%� fo meet the requirements of %_e—applicable building code. This product is approved as cii-bed herein, and has been designed to comply with the 'da Building Code, including the Him Velocity Hurricane Zone. DESCRIPTION: Seri "HIt 710" Aluminum Horizontal Sliding Window L.M.I. APPROVAL DOcumENT: rawrng "Alum. Horizo w, Impaer, sheets 1 through I 1 of 11, dated 02/28/2006 with the latest revdate revision "E" d 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, a d-andl ssdlll of Miller, P. E., bearing the Miami -Dade County Product vrsron stamp wi i re of A number and Expiration date by the, Dade County Product Control Section. MISSUZ IMPACt TING: Large and Small Missile Impact Resistant. LABELING: Each unitsteal ear a rcnane label name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there hes been a revision or change in the materials, use, and/or manufacture of the product or prod. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall bp'u1'u►adWo for japqotn at the job site at the request of the Building Official. This NOA revises NO'A No»Y1-66030.a $0 ct asists of this page 1, evidence pages E-1, E-2 and Ir3, as well as approval docwwAt auartio&d above...' The submitted documentation was reviewed by Jaime D. Gascon, P. E . ... ..• . . ... .. . . . . . 0 00. 00 0 0 00 • V • . . . . . ... . :000: . . . . . . ... 0 0 0 ... . . NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industs, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. �w (Submitted under NOA 's Non's 67-0815.09 and 06-"05. 06) 2. Drawing No. 4127-1% titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL-5330, dated 07/1812007, signed and sealed by Carlos S. Rionda P. E. (Submiffed under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Tet, 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. FTI. --4858, dated 03/08/2006, signed and sear by Edmundo Largaespada, P. E. (Subm1ftd under NDA N& 06-0405.06) 3. Test reports on: 1} Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202:94 3) Water Resistance Test, per FBC, TAS 242.94 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 109 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 Repox'•MMd: VV4-4M. meted 03/08/2006, signed and sealed by Fdmundo (Sub*fiafl Arnd* 1V!'aA'No.•66-0405.06) Jaime D. Gased-Ift, P. E. "' •' • "' Product Control Section Supervisor .. . . . ... .. .NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 ... ...... 9-1 . .. . .. . .. . . .. .. . . . • • .. .... . . .... . 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. (Submitded under previous NOA N& 07-0815.09) 2. Complies with ASTM E1300-98/ 04 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. 08-0?A6.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/171013. 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 10125/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as has Owl the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 sib and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Subtu tiled under previous NOA No. 07 0815.09) . ......... . ......... . .. ... .. . .... ... . . .. .. . . . . . . ..... . . .. .... .. .. E-2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jaime D. Gas�trn, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 ... ...... PGT 1ndpstrA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s YrL4858 and M,4959, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submitted wdwNOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12!21!2016. E-3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, x012 • • •Loos. •••w0• • • • 0.000• 0000. 0000• :*Owe* • w • ••.0•• GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL M WINDOW I. GLAZING OPTIONS: (SEE DETAILS ON SHEET U FOR INSTALLATION, ABOVE 30 FT. GLASS TYPES G THRU L MUST HAVE A TEMPO CLASS CAP. A. SMS' LAMI CONSISTING OF (2) UTES OF 118° ANI�AI ® GLASS _ A� DUPONT T MAXIMUM PVB INTERLAYER. B. 816' LAW CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS NRH A AW MAXU+NM PVB INTERLAYER C. 5118' LAW CONSISTING OF (2) LRES OF 118' HEAT STRENGTHENED GLASS NIT11 AN = DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PV8 INTERLAYER 0.7M S' LAND CONSISTING OF (2) LITE8 OF 3/16' ANNEALED GLASS WITH AN = DUPONT BUTACTE OR SAFLEXIKEEPSAFE MAXIMUM PVH INTERLAYER. .. 6716' LAW CONSISTING OF (1) LITE OF ins' ANNEALED GLASS AND (1) LITE OF 3MIr HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BrraaTE OR SAFLEXIKEEPSAFE MAXIMUM PV8 INTERLAYER ••.•• F,7116' LA; V&miom OF (2) LITES OF 3M8' HEAT ETRE wHENED GLASS WITH AN m DUPONT BUTAwE OR sAFLoummpsAFE MAXIMUM PVS INTERLAYER �•.••• • GP13M8' LAMI IG (1 KITE OF 118' OR 3118' ANNEALED (NLN.) GLASS. IiH6" OR 3V AIR SPACE AND 6116' LAN CONSISTING OF (2) UTES OF 118' ANNEALED GLASS WITH A • MO DU let jqj:0TE OR SARMUKEEPASAFE MAXIMUM PVB INTERLAYER • • i i �fr LAN f' (0� OF lff OR 3H6' ANNEALED GLASS, &W OR 318' AIR SPACE AND 8J18' LAMI CONSISTING OF (1) LITE OF IlAr ANNEALED GLASS AND (1) LITE • . .OF its' M NGTHENED GLASS WITH A.090 DUPONT BUTACTE OR MAXIMUM PV8 INTERLAYER • • • 4.13M6' LeA�MIM*10UTE OF U8' EN 3M(' ANNEALED (M5L) GLASS. 8116' OR 318' AIR SPACE AND 6116' LAMI CONSISTING OF (2) LRES OF 118" HEAT STRENGTHENED GLASS • • • • **MA N` i BUTACTTE OR SARMUKEEPSAFE MAXIMUM PNB INTERLAYER • J.13AG' LAM6101WO JTE OF 1B' OR 3M8' ANNEALED (NUN.}GLAS8. 3M8' OR V4' AIRSPACE AND 7MS' LAND CONSISTING OF (2) LRES OF 3MW ANNEALED GLASS WITH AN .... M W %U A WEOR MAXIMUM PYB NTEFti AYER. •. • 4C 13M0' LAAO mod) LITE OF 118' OR 3MW ANNEALED (NUN) WAS, SMS' OR 1X4• AIR SPACE AND 716' LAN CONsivnNG OF (1) LITE OF 3fi W ANNEALED GLASS AND (1) LATE *OF 3M6'4 W 9TENGTHENED GLASS WITH AN 090 DUPONT SU'rACiTE CIN SARMUKEEPSAFE MAg 11UM PVB INTERLAYER. :4006 • • Li13MS" LAMI IC: (1) LITE OF 118' OR 3MV ANNEALED (MLAO GLASS, 3116° OR 114" AIR SPACE AND 7M8' LAND CONSISTING OF (2) LITES OF 3M8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACLTE OR SAFLEXICEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: g&2& SM 3. DESIGN PRESSURES- (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E I=M B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E 1300412. 4. ANCHORAGM THE 33113'% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. ARE NOT REQUIRED. 6. FRAME AND PANEL COQ SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4$68. FTL-MM AND FTL . ELCO TEXTRON NQA: 04-I721A1, 034225M ANSUAF&PA NIS -20t5 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL & THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (FM14 8. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND MOM QUANTITY REMAIN UNCHWNGED. ami. FL NM iP.ce. R9�qO. Bl 1 '61B ism I NISI I s 11 1 4U7.10 NOA DRAWING MAP GENERAL NOTES....».... I GLAZING DETAILS..........„ 2 DESIGN PRESSURES-- 3 ELEVATIONS__-_ 4 VERT. SECTIONS.»........ 6 HORIZ. SECTIONS............ 6 PARTSUST»....«.....„..»._ 6 EXTRUSION..........._....... 7 CORNEROETAO............... 6 ANCHORAGE— — B-11 No.887m ..]@ *_.r_ 12L OF ; 0000•• • • f 0000• 0000. 0..000 0000•• • 000..0 53 NOM. 55 Ur GLA s SITE � (ALL SECTIOW) 0000 • b9 • • 80,81.62 S1 83,84,65 0000•' • • • • IW ANNEALED OR HEAT GLASS 3N8° ANNEALED OR HEAT STRENGTHENED GLASS • i • i • • i �0 SOLUTIA OR DUPONT PVB YER COLI SOLUTIA OR DUPONT PW INTERLAYER WW ANNEALED OR HEAT GLASS 3M8° ANNEALED OR HEAT STRENGTHENED GLASS • • • • • gMg. NOM 711V LAMINATED 11 • • • • • %M 6° LAMINATED GLASS 7/160 LAMINATED GLASS .• • 0000 • . • •.• 0000 • .00.00 0 • 00• 0000.• • 0000 • 0• • • • •0090 • .-• r, rp in n WW ANNEALED OR HEAT STRENGTHENED GLASS UM SOLUTIA OR DUPONT PVB WIERIAYER 1A' ANNEALED OR HEAT STRENGTHENED GLASS BMW LAMINATED 8198' OR 30 AIR SPACE 918" OR WW ANNEALED OR TEMPERED MASSA 13H8° NOM. 13/160 LAN IG GLASS W/ 5/160 LAMI 72,73,74,75,78,77 3H8°ANNEALED OR HEAT STRENGTHENED GLASS MO SOLUTIA OR DUPONT PVB INTERLAYER 3WANNEALEDORMAT STRENGTHENED GLASS 71W LAMINATED 3198" OR 1JA'AIR SPACE' IN or 3118' ANNEALED OR TEMPERED GLASSQ 93118" NOAH, 13/180 LAN IG GLASS W/ 7/180 LAMI AFOR INSTALLATION IN THE HVHZ ABOVE 38 FT, GLASS TYPES O -L SHALL HAVE, ATEMPERED LG. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. ao.epxtm K0K0b s FL3W4 A. TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1- SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 318" 48- 60 8/8" 84" or 83" FOR INSTAL AT10N IN THEHVHZABGW3D LASS FT.CiLLHTYP�C3- LSHALL HAYS A TARED WD: MASS BM THE OP � ANCHO QUANITrY REMAIN UNCHANGED. 84" A,B,G,H +60.0 -W.0 +80.0 -80.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +00.0 50.0 +60.0 -80.0 +60.0 -.o or A,B.G,H +60.0 -W.0 +80.0 -60.0 +60.0 50.0 +60.0 -W.0 +80.0 -60.0 +W.0 -60.0 +58.8 -68.8 +682 -882 1063/8" A,B,G,H +60.0 -W.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •80.0 +662 582 +62.3 -52.3 108" A,B,G,H +80.0 -60.0 +60.0 4io.0 +60.0 -60.0 +60.0 -W.0 +6MD -60.0 +60.0 -MO +64.8 •-84.6 +61.7 -61.7 111" A,B,G,H +60.0 -60.0 1 +60.0 •60.0 +60.0 -80.0 +60.0 -60.0 +80.0 '480.0 +69.6 1 59.6 +53.8 -63.6 +50.9 -50.9 UP T0111" C,I +80.0 -60.0 w2ro 111- D.U. 1 +78.0 76:0 ••••• TABLE 2. XOX (1/3,1/3v%4VI:ANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) • W Q • WINDOW HEIGHT 6 PLa • ALL HEIGHTS UP TO o3- • VAMM • • • Y/98" isO, Qui • • .Q.�T +80.0 -80.0 T6 88 7/18- Dow% o • +7&0 -78.0 • • • • TABLE 3. D XO•FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FW WINDOWS W/ SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW WI TH TYPE 28" 38"1318" 48" _ Be _ �" 63- 8D" ,G,H +76.0 76.0 +76>0 75.0 780 +76.0 78.0 78.0 -76. +75.0 76.0 +76.0 78.0 +76.0 76.0 xO A,B,G,H +78.0 78.0 +78.0 76.0 +78.0 -76.0 +78.0 76.0 +76.0 76.0 +78.0 -78.0 +74.2 74.2 +702 70.2 72- A,B,G,H +78.0 75.0 +76.0 -MO +75.078.0 +76.0 -78.0 +76.0 78.0 +78.0 -75.0 +89.8 49.6 +65.2 -86.2 74" B,G,H +78.0 -760 +760 76.0 +LB +78.0 780 +76.0 78:0 +76.0 -76.0 +6&1 -61 +S&8 53.8 UP TO 74° C'�K'�' +78.0 76.0 GLASS 41IPES: 'TEST REPORT F')L4858 (X0)0, P [I.•A869 (OX &)(0) AND FR -6330 1 LAM] - (1/8- A, .09% 6. MIS- LAMI 0-118" OR 3118'A WK511V OR 318- AIR SPACE. 6H(` LAM - (1B"A, .090, IWA) B. - , . ,1/8- HS) H. 13/16- LAMI IG-118.OR Y161A (MOL), 6/46' OR 3V AIR SPACE, 8/18- LAW - (118-A, .090,1/8"HS) C. 6/1(- LAW - (118- HS, .090,1/8" HS) 4 19118- LAW IG -1/8' OR 3116-1W), 5f16. OR 318- AIR SPACE, 6116- LAM- (IMM..090.1 ) D. 7/18" LAMI - (31'r A, .090, 3/16- Aj A 13/16- LAM] X3.1f8. OR 3/16-A (MUNI.), 3114r OR 1JM SPACE, 7114- LAMI - (3114rA, .090, 3184A) MP E. 7/16- LA - (3116' A, .090, 3/16- HS) K. 13/18- LAMI IG -1/8- 3116-A (MW.), 3111rOR 1/4- SPACE, 7196- LAW - (YlfrA, .090, 3119M) = k NO �� F. 7/1(- LAM) - W6° HS, .090.3/16' HS L 13/18- LAM IG-1/8.OR 3/16-A (MDV j, 311(r OR IW SPACE, 7/18- LAMI - (3/16TIS..09% 3/16 -HS) �� G 48 �� �Kl�: ;Q� iDf17N9 E 1f�fTljR88i�E1' °� Pl�ssuls �„ V �13wla� FI� va cmaa aaecaes.pta�+ ALUA2KOli/ZQAfr� MUM?UVWDOW,IMPACT , F ,5'&'/ONA�-�C`�� a� I �+e Ax c ,acmm Rrrorrpoe�au rensrMets oa o VM* � Jd6 tQtfAD MM 9 + 1! 4127-10 X o X _ _ lees • •• ...all .... • • - 1W MAX VYWTH I.F. FRAME -- --ss 71`16' MAX Win+i I.F. • • • 11P MAX. VIRDW FLANGE FRAME a 71W MAX WIDTH FLAME FRAME • • • •' ' • • • •' DETAIL 8 - XOX (1/41)3-1/4) DETAIL C- XOX (1/3-1/3-1/3) • _ _� a �_�_ NOTE: • • • • • • • • • • • MAX. �- 339flr MAX. 1. SEE SHEET 6 FOR %ERTICAL AND HORIZONI•AL SECTION DETAILS. • • • • . DLO FDCED DA VENT • ••••• • • SEALANT OR GASKET - - - AT HEAD AND SILL FRAME A A ALL 18 67 a t w MAX / /MAX DLO ALL DLO ALL - 16 I.F. FRAME P;"30=FZVMW / / VENTS BY MAX. O UTES / tp. FRAME Asm t ALL Coca. i 1 93 FtaNrcaE FRAME J�• If............YNN .� Z. -I •, C 73° MAX WIC31i1 LF. VIEW D4 T4 Max. VAM FLANGE FRAIL � * th. (FRAME CORNER CONSTRUCTION) DETAQ. A - OX OR XOUAW mmi ,a+moar ELEVA770NUS '%•c� etoarnp A anmt 1 a e �ecw_ /U !lbt 1�0l�ZONTAL ROLLER VYf IDOW IAdPACT �'�•�S' 0{t1A1 � `'�• p , 4 d 11 as740 E A. rl s ve twat. VENT MJO —4 ---1 i-►— MAX FIXEo ot.O — -I I ----I-- nuc. vq& IxO MAX. WIOTH (FLA QE FRAME) EXTERIOR 98 ' SECTION B -B 1i (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) `J SECTION C -C (VERTICAL SECTION, FLANGE FRAME EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL SECTION, LF. HEAD (VERTICAL SECTION, LF. * � tQo. BB70g •.'k a F Ilk —G AL1D ...,...... ...,. .,.,..,... w....r.s,..w.rv.. ..... .,.,. ,,,_ i%s'' RK — p ea sm� triatby aaer e4tlt0 W r 5 + t? 4927--W E a p t vs 0000•• 0000•• • 0000•• 0000• •00•• •0000• 0000•• • • • Mid DWCV REVI DESCRIPTION MAIL PGM rrEm DW(21 RwI DESCRIPTION MAIL PGW 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 61273T A 3MAMSPA S/16° LAMI (MPA..090P }/8°A 66 GUM, 13/16° 1Ahfl IGI/rA@M 2 4025 SASH STOP ANTI UFT CUP) 6063 -TS AL 612244 67 13/16° LAMI IGI/8" A MKI 3/8° AIR SPA 3116° LAMI /$°A .090 PVA U8" 3 08XY4PB.PANHEAD 7934AA 68 13116°LAW IGI/8°A 01MI 3/8°AIRSPACE, 51161IAMI1/8°A9.090P IWHS 1? 4 4053 SASH STOP CDVFR SASH STOP 6063-73 AL 69 13/16° LAMI IG3/16"A 04RU 3/16° AIR SPACg 9W LAMI U8°A .09D PVB, 1/8°A 6 4136 FLANCEFRAMESHL 6 EPWAL 641M 70 13/16° IAM IG3/16°A QW, .15116- AIR SPAM 5/16° LAMI 1/rA .090PM I/rM 7 4137 SILLAPAPTOR 6063 -TEAL 64139 71 13/16" LAMIIO.3/16"A OW1 3/16° AMSPACK S/16" LAMI IM .090 FM I/8°HS 8 4131 IROLLERTRACK 6053 -TEAL 64131 72 ° 13/16° LAMI IG VrA (MMI U40 AIR SPA 7/16° IAMI 064A..09D Y]6°A 10 71298 IWEMPMWCDMR PCLYPROP. 71298 7313/16" #AMI )GIArA M U4" AHt 7/1& I AML A90 3/IS° 12 1626 ADHMMOPEN CELL FOAM PAD 7PAD16Z 74 ° 11Y16a LA bR IG1J8°A (MMI l/4° AIRSPA 7/16° LAMI 6"HS .090 3/l6 - 13 4002. A FLANGEFRAMEJAMB 608-T6 AL 613225 73 " 13/16" LAW IG31WA OKI YIV AMSPACA 7/16° LAMI 6°A .090 3/16"A 3/16" 76 IYI&LAM1Hl3/16"13/16° AIYWAIRSPA 7/16°IAMI 16"A 14 4134 CIASI{EfFORMAINFRAMESHd.J(IRTI T4134W/K G 4 4L / .090 79 LAW IG3/16"A N 3/16" AIRSPA 7/l6° IA16°HS Ml 090 3116' 1 • USS X 1.000 QUAD PM SMS . 90 1014 ISCHMPRAIMEMM &VEIL. 31105-H14AL • 4110 SCWNADAYM 6063-TSAL 641100 91 163D SCILMCORN>$ XBYW/RA" POMPROP. 17 IP PIIHR?:A RAIL 60&IHD-* 6AL 64054A 92 1631 SMMCORNERKEYW/OUT3iDn POLTMOP 01090 .187X.230 FINSEAL 640650 93 1073 SCRM4SPRI1�ICi ST.ST. 1 ICS& BG7TOM RAH. 6063-T5 AL 613240 94 W4 SPLINE -.133 DIA. FOAM Ehd PLS 23 1683 X.270 HA FIN SEAL 61683Q 93 1635 SCRIM SPIM-.13S IIA. HARD EM PVC 23 2-5.1HOUSING&GRADE ISAWKSUMM 4211M 96 Smum CIDIN ROLIFAWHFMS BRASS 7BRWHI2 8s10 M, IF=�4- 41 I.F. FRAME HEAD � � 041m43 2784 OtR 3.152 � I.F. FRAME JAIL #61b1.8083 -TB L: 710 4� �• • F ^ %II -L '#4M -T6 4128AL ROLURSASHTOPGME POLYP" 4412814+�06 RAH. W018 -T6 AL 6M 33 1233 WSTP 170 X.270 BACK, FIN SEAL 6MI60 33 1096 LATCH DIB CAST 71096 • 016 • 9C• PLL FL SMS 7848 •39• 4126 • SAQISIDERAIL 6063 -TS AL 64126 38 i6Ki STP 240X.270BA FIN SEAL 616830 BIJ3WEA7HHRffMP.1I7X275 67070K 40 UFTRAH.COVERCAP 41 4139 LF.FRAMBHEAD 6D63-T6AL 42 4140 LF.PRAMESRL 6063 -TEAL No 80• u� �yq..Y�1 �• VGEUI i ` * r 88TOg i"-�� ''��'�`' •.Rte ��t.` •,��s,`a��. d L P.B.SOM PE 4141 T.F. FRAME JAMB 606346 AT N 50 G[A10 DOW 899 99308 ALEPPf 51 1224 VIIMGLAZMBBADBULB .32 M5 WNLGI AMOBBADBUIB M 4039 B aAMOBEA.D-5/16° 6063 -'SAL 64039E 34 4044 H CTAZHJ4BEAD-3/16° W/(OLiLLKiT 6063-73 AL 61470:1 33 4222 A CAZMBEAD-7/16" 6063-73AL 64222 56 98S C OBEAD-7/i6° WfiMII.LKIT 6M."AL 6983 59 4067 GLAZIAIGB+FAD-LV16° 64634SAL 6w 6D CS.A 5✓16° LAM1 U8' .090 us" A 61 ° S/16° LAM1 U8° A90 1/8° HS 62 " 5/16°' LAMI US° .090 1/11" Hao 63 ° 7/16° LAMI 3/16° M 3/16° A 64 a 171160 LAW .p3/�1,L6° A. . 3/16" HS �,y� 65 ° �1W :.V.1V" 1m.090 - yW HS- sorr�rs s am Fx snn >u gees Px .1rr er�vtt IiPuTmw M . P ART L ALIS HClRdZORITAL ROLLERt+1+f�CiW IMPACT .. taw A?3 0 d 1f 4427-10 E • 0000.•• . • 0.000• • • 0000.• 0000• • • 00 0 0• .0000. ..0.•. • 0.00.0 0081 173 1 it •.. •O FLANGE FRAME HEAD • #4102A.6063•TO 0000• • 0000.• • 0000• •. • 0000 /�''�••.• 0000• 1 1 1 •. `J eoNTs 0000.. 0000 0000.. 0000. 1. jai �ta4a•-i �—� 24 SASH TOP & BOTTOM RAIL. 94M 6083-T5 O GLAZING B . 6/1(' 94044B,8083 -TS iusED 2GRO.L M) 1.[22 �--2.714 GFLANGE FRAME SILL #4138.6063T8 .w1 .437 O HORM ROLLER TRACK +4131.608356 wo 1.87 0000-� ,991 OSASH MTG. RAIL #40 . T6 .678 T OGLAZING BEAD 7/16° #4222A.6083•TS .PL. -�{ 1.187 r— a.190 O FRAME SILL ADAPTER #4137, 808346 1.j87 .08'd 17 FIXED MEETING RAIL #4064% e0 T8 1 37 SA SIDE RAIL #412% 'S .080 J OGLAZING BEAD. 7/16' Lusty GFUL aTf n SASH STOP COVER ��...�/ NW3,608346 T- te-2.784 7.� jf .os'2 13 FLANGE FRAME JAMB #40029. TO .s7a 1.E236 OGLAZING . 6J16° 9443, 6083-T8 69 GLAZING BEAD. 13/16° #4087.8W3 -TS 7 s 11 1 4127-40 w LYWIMI r, vs 0000•• 0000•• • • • 0000• 0000• 0000•• 0.000• • Soso** ANCHOR OPIU) MMS, X 1!4112-1/4 WINDOWS TABLE 4 NOTES: 1. APi7YPE8: 1-I14W E ' ELCO TAPCX7N3 2 - 4W ELCA SS4 CRETE-F"LE)C 3-812 STEEL SCREWS (OO) ANCWR TYPE MASS TYPES A,B;C.GAI GLASS TYPES D.WAK.t 1. CoNc $3. WOOD 1.1:0110 $3. WOOD 2. E 2. & 8L038TRATE 2, GLASS TYPES: ® FOR INSTALLATION IN THE HVHZ ABOW 30 A. SMB° LAMI - (1J9°A,.OL#1. WA) .Gig TYPES O - L SHALL HAVE A &01{6' LA60 - (1� A 118° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND C. 8119" LAMS - (1fiMOD% ti' HS) ANCHOR QUANTITY REdOAIN UNCHANGED. LAW- (3118" A..C>K 3118•A) VIIINDOW BIYP v 92 HEAD & SQJ HEAD &861 HEAD 8861 HEAD & 61LL HEAD & 861 HEAD & SU 81128x 39.378 1+C2+1+C2+1 3 1+02+1+C2+1 2 1+C2+1+C2+1 2 1K2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C2N 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 t+C2+1+(2+1 3 1+02+/+C2+1 fl 1+C2+1+C2+ S 48.040 4=0 E. TM(° LAW - (3r18° A„090, VW Fib) 80.8 F. 7118' LAW - (3118° HS,•090, 311(° HS) G.13MIr LAME Kb - IV OR 3118' A (ISN.), EMS" OR 318° SRACF, 618° LAA® -(1!8' A,.0G0, 4f8° A) 1+t2+1+C2+.1 3 1+N2+1+t2+1 3 I+C2+1+t2+1 3 t+C2+1+C2+1 3 1+12+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+13 1+C 2+1+E0+1 3 1+C2+1+C2+1 3 1+G2+1+C2+1 3 1+C2+4+C2+1 3 1+CZ+1sC2+1 3 84.090 H. WW LAAM IO -10 OR 3MV A (IdKI Mir OR 30 SPACE, VW LAN - (419° A .090.148' HS) 800001+02+1+12+1 113M8" LAND IO - Ur Cit 3114° A (6 K). WW OR ' VACS, WW LAL41- (lff H8,.0M 418' HS) J.13M8" LAM IG - IM OR NW A (MSI ),3M8" OR 114" SPACE, 7118' LAME-(3M8°A, W 3Mr A) 3 1+02+1+12+1 3 1+02+7+C2+1 S 1sC:d+1+Q +1 31+C."d+1+t�+1 9 1+t t+t +13 1+(2+1+C1+1 3 I+C2+1+C2+1 3 1+C2+4+C2+1 3 l*C2+1+C.2+1 3 14C2+1+C2+1 3 1+C2+1+C PI 3 • • • 9LWD K.13i18• LANG IG - Iff OR 3118` A (LA6r OR IW SPAM 71t8° LAMB - (3nr A, 0911, 3M(• H8) L 1314' LANG KS - Ve OR 3tWA (REN. WW OR 1/4' SPACE; 7W L4hM-(3MW HS„MO. WW HS) .jlAx 38.818 1ii2#ItCi+1 2 1+C2+1+t2+i 2 4+C2+1+C2+ 2 1*C2+1+(2+t 2 1+C2+1+C2+1 2 1+(0+2+02+1 2 43.(610 3, WWDOW Alm QUANTIM ARE PER ADJACENT TABLE AND BASED CMI THE FOLLOWING 1 3 1+C2+1+t2+1 3 1+02+1+12+1 3 1+G2+1+(2+1 3 1+C2+/+C2+1 3 1+C2+2►C2+1 3 • • • • 10.E • 1 2+1+C2+•1 3 1+CT+1+C2+1 3 1+C2+1402►t 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+2+C2+t 3 DMMDMIONS. FOR WJNDOW SIZES NOT SHOWN, 00 TO NEXT LARGER WINDOW IN TABLE. • 64.000 :°' Cq0tl;b5a;dA 7 •3 1+C2+t+C2+t 3 1+C2+1+Ci+1 3 1+C2+/+C2+1 3 1+4 +1+02+1 3 1+01+2+02+1 3 HEAD & SIL 10112" MAX. ON EACH SIDE OF MEETING WA. CENTEF LMM 25 3W MAX FROM ' JAOA�t O' AMX. J1zOA cORNEILs AND 221P2° MWx. aC. 9 1+02+1+02+1 9 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+t3+2+C3+1 3 3 1+C2+1+O2+1 3 1+22+1+C2+1 3 14C2+1+C2+1 3 1+(2+1+@2+1 3 1+C3+2+C3+1 3 •••• TABLE �74.000x33378 .Q x ANCHOR C MANTITY PER A M1843AW 380.828 •S•• 2 14(2+1+C2►4 2 1+CS2+2+c2+t 2 /+CZ+2+M+9 2 1+C2+2+C2+4 2 1K2+2+Gl+1 2 3 1+C2+1+C2►1 3 1+CY+2+CZ+t 3 1+C2+2+02+1 3 1+C2+2+C2+1 91+tR+2+02+1 31+Ci+4+C3+1 HEAD 1� &FU- N�HOR CKIANTITY. 3 14C2N4C.1'►1 3 1+C2+2+C2+1 3 t+C2+2+M+1 3 1+C1+2+C2+1 3 t+C2+2+G2+1 3 84.( • • • o WOOD as** MOW 31+C2+1+C2+1 31+C2+2+CR+1 31+C2+kb-=+1 31+�+2+C2+1 31+C3+2+C3+1 3 ACU19MOF(3)AN CENTERED• AT EACH MEETM RAL PLW (1) ANCHOR AT EACH OPERABLE VENT PLL (4) AIS AT FDW SECTM (12) ANCHORS TOTAL AT HEAD AND BILL. 1+ 1 3 1K2+1+C2+1 3 1+C2►2+M+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2 -C3+1 3 1 3 1+C2+1+C2+1 3 1+03+2403+1 3 1+C3•2+C3+/ 3 1+C2+2+C2+t 3 1+C302H=f1 3 P,4 j j IfL= 1 2 1+C2+2+C2+t 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2N 2 1+t2+3+C2+1 2 • J)&0W 14C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+bC2+1 3 i+C2+2+C2+1 3 1+C2+2K2+1 3 1+C3+36CPI 3 (3' hM O.C. ANCHOR SPAM) 1+C2+2+C2+1 3 1+C2+2+02+1 9 1+C2+ 3 1+E2+2+C2+ 3 1+C2+2+C2+1 3 1+C2+fi+C3+1 3 80.8,E 94AM 80.000 MM mmL N-3' M6N C� � O X 1+(2+2112+1 3 1+C2+2+C2+1 3 1+C2+2sC2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 9 140443+0441 3 14C2+24C2+t 3 14C2+2*Mi 3 1+C3►2sC3+1:3 1+OS+2►Cg+1 3 1+C2+2+C1+4 3 1+C 02006+) :3 1112+2112+1 3 1+C2+2+02+1 3 4+C3* 3 44CS+2113+t 3 4+CZ+2+Ci+ 3 /+C:b3+C4+1 3 100.378x111.978 1+C2+2+C2+1 2 1sC2+2+C1+1 2 t4C2+$►(2+1 2 1+t2+3+C2+1 II4+0.1+311241 2 1412e4+12+1 2 48.000 808 1412+3+02+1 3 1+t2+2+C2+1 3 14C3+3*CW 3 1+t3+3113+t 3 140243112+4 3 1*103* 3N fl 1+0:213+(2+1 3 1+12+2+12+1 9 1+C3s3+q+1.3 1403+3+03+1 3 1+0+3+C3►1 3 1+(2+4+1«1+1 31 MTG. RAIL. TYP.wa dle h E(W(-E CLUSTER } / Q'jY. (3j j,`} -OM No .tiff 84.000 (SMWN W TABLE MY AWV ) 7G 1+C3+3+C3+1 3 1+C2+2+G2+1 3 1113+3+C3+ 3 4+C3+3►0+1 3 1+43+3+CS+1 3 14C4+4+C4+1 3 810W 1+C3+3+t,3+1 3 4+C2+2+C2+1 3 1+04+ 3 4+C{+3+04+1 4 1+03+3+09+1 9 1+CA+004+1 3 W X0 253WMAX _ 1111111 14C3a3FC3+1 3 1+C2+2+t2+1 3 1+C4+340441 3 14134+3301+1 4 1+C4+3+C4+1 3'14C8+4+CMI, 3 111.000x 39 38 1+(243+(241 2 1+02+2+CZ+1 II1+t2+3+CZ+1 2 1+12+3+02+1 3 t+C2+3+t2+ 2 i+C 2+4+C.2+4 2),meq. 48= 80.828 84.000 �� �S`1 LYNN CRS � � *; No.�708 �e 1+C2+3+t2+1 3 1+C2+2+02+1 3 1+C3+3+C3+4 3 1+C3+3+C3+4 3 1+C2+3+C Z+1 3 1+C3+4+CSN' :8 1+C2+3+Ct+1 3 1+L2+2+C2+1 3 1KC3+3113+1 3 1+ W443+1 3 1+Ci+3+C3+1 3 1+1 1 3 1+C3+3+C3+1 3 1+(2+2+C2+1 3 4+C3+3+C3+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1sCl+t+04+1 3 1403+3+C3+1 3 1112+2112+1 3 1+C4+S+C4+4 3 1+04+3+04+1 4 1+03+3+=304 3' 14C4+4+C4e1 3 8(1.000 83JJGD, MTG. RAIL TYP - EX MM CLUSTER W/ OT +. OF (4) ANCHORS '• 3TA L tTF^ W 1+(3+3+03+1 3 1112+211;2+1 3 9+04+311S4+t . 140;44 C4+t 4 1+04+3+04+1 3 1+C8+4*C801 4 °n° 1,L 00t17H1 E NDCIIN 1#�SMEET o mawmsETTa 49(�Tamt>~ vv.etpc1 sroff uaasm+ Bam� I �tCtORAtiE3PA{�N XOX 9I�-9l�UA �,,' , �tcma : �,��• ALUII� HORJZOlV7AL IROI.LER tMWQ03M1� 1MPAG"T %s••.."...•. ��'�• •, pdYAy E �• A1C t� ttRT10 N 8 +44 4W-10 E ~� It 00% xa RCiCf1 FJG. 41l9AT Q 11POATSTAaw,4mE.TTvAnamaTQAt (ApAvA um I FJC ?/1BIOB—Mi . • .•. • . . ... . . . . . . . . . • pie it ,419 x x x • • • s •x • •• x •T= ������9 .2 1��1101:g 1���� AIR 0 4iiiiii10 41i iiiii 41i 4 0 Olin I W w W w w fJ w w w w N W w w w w' N w W w w w N W w W W W N- W td W W w N W W W W W N Jg1aj i M 1� wi r r i M r r.. a s ei. .f. a r.�►. a. � a O.a �. r fA w w w w N W W W W w N W w two w W1 N wl w W w W N W w. W w w N W w co w w N w w w W W N im MOO. i� r i i 00 :00 0000 i ♦ ♦. W W W W♦♦ W W �w W W W W W W N W w w W W N w W W w w N. w W w W w N W W- W w W N jW kJA: r 1plp�� g Gi w W w S63 W w W w w w wD W w w W to w co S2w� W Fiwt N SiW� W i2W3 f� w E3M� w. tW�i W £twi iiwZ N W w W w &3w; N r i a ♦ w W w N. W w w -W 10 W. w w w w ltt WI W. W w. N W w: to W W N w. w W w w. N w W w w colbo]JAAMBI I I lot Vp W P Z 01 V $ y� .. 'O ix y D1 F EC m > 46 10 Ix ISMS obw fp F *Y r i I {$�}.i 4 ' {�O} [!' � T �4 OWN � � � 1 4 � i _ r (rI! y I �'awiJ 0 4iiiiii10 41i iiiii 41i 4 0 Olin I W w W w w fJ w w w w N W w w w w' N w W w w w N W w W W W N- W td W W w N W W W W W N Jg1aj i M 1� wi r r i M r r.. a s ei. .f. a r.�►. a. � a O.a �. r fA w w w w N W W W W w N W w two w W1 N wl w W w W N W w. W w w N W w co w w N w w w W W N im MOO. i� r i i 00 :00 0000 i ♦ ♦. W W W W♦♦ W W �w W W W W W W N W w w W W N w W W w w N. w W w W w N W W- W w W N jW kJA: r 1plp�� g Gi w W w S63 W w W w w w wD W w w W to w co S2w� W Fiwt N SiW� W i2W3 f� w E3M� w. tW�i W £twi iiwZ N W w W w &3w; N r i a ♦ w W w N. W w w -W 10 W. w w w w ltt WI W. W w. N W w: to W W N w. w W w w. N w W w w colbo]JAAMBI I I lot Vp W P Z 01 V $ y� .. 'O ix y D1 F EC m > 46 10 Ix ISMS obw 6666•• 6666•• • • • 6666•• 6666• ses•• • • 6666•• s • •600.0 • • • •••6•• ANCHOR TYPE 273. 3, WWD 2, CON 1, CO - - - - 2I , 3, WOOD -- - - - $ CONC "-' -r 1, COIL ANCHOR TYPES: 1 -114" ELCO A"6= 1W ELCO 864 CRETE -FLEX 3 - 812 STEEL SCREWS (GS) 8 SUBSTRATE 2XINES 20NES I TONES ZONES ZONES ZONES 2 ® WINDOW 812E y N iD s d µ� % I � � 18' �tVXM;X.iWA FOR INSTALLATION IN THE HVHZ ABOVE 30 Y i °D ' + 01 T �l NS �Y3 C. 8118' LAMI - (IV HS,.OB Iff HS) TEMPER L0. (3LA83 CAP BOTH THE DP AND 37:000 38.376 1+C►1 2 9+C2+1 2 1+C2+1 2 1+ 9 2 1 1 2 9tC2a1 2 D. 7/t8' LAMI - (3H8'A, fes, 3P18'A) AgOR QUANTITY REMAIN UNCHANGED. __ E. VWLAMI-(3fWA,.0W. &W H3) 48 t+C2+•1 3 1+C2+1 3 1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F. 7H(P LAMI - WW HS, =. 3118" HS) 60.828 1+02+1 T 1+C2+1 3 -1+C2+ 3 +Cd+1 3 1+(2+1 3 1+02+9 3 � _ H.13118' LAW IG - OR 3118'A OV KI 8118' OR 3G' SPACE. 8118' LANG -(10A,.=.10 HS) 1+C2+1 3 1+C 2+1 3+C 2+1 3 1+C2+1 3 1+C2+1 3 I. 13118'LAMI IG -1t8" OR 3118°A (MBY.I 8J18' OR 31W SPACE, 8118' LAMI -(1V HS, M iW HS) 80.000 1+C2+1 3 1+C2+1 3 1 3 +C2+1 3 1+C2+1 3 1+C3a1 3 J.13118• LAMI IG - t18' OR 3118"A 0Wj 3118" OR U4' SPACE, 7116' LAW -(XW A,.080.3tW A) • • • 63.00D 1+C2+1 3 t+C2+1 3 1+C3+1 3 1+(;1+1 3 1+C2+1 HS) 3 1+C3+1 3 L. IWW LAA81O -1�" OR WW A OM N 3J18• (32114' MI 711(rLA- (3KI° HS,A813MWW x38 376 1 1 2 1+C 2+1 2 1+C2+1 2 1+C 2+1 2 1+C2+1 2 1+C2+1 2 • 48•� +� 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 & VM�IQOWANCHOR QUANTITIES PER ADJACENT TABLE AND BASED ON THE FOLLOWING • • • • • • • 60.626 11(2+ 3 1+C2+1 3 1+C*+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 DIMENSION& FOR WINDOW SIZES NOT SHOWN, GO TO NEXT I.ARGERVVINDOW IN TABLE. • 64 000Wl"24f1+C2+1 3 1+C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 3 �D & SRL: 101P1 MAX. ON EACH SIDE OF MEETING RAL CENTER 18 314' MAX, FROM COMMUL •60.0001+C2#1 3 1+CS+1 3 1#03+1 3 1+42+1 3 1+03#1 3 JAMBS: 8' MAX• FROM CO AND 22'[W MAX O.C.6666•83.0001+C2+1 3 1aq+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: 58•38.376 4405+1 2 1+07-2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C:2+9-2 —4;5 2aOga2 3 AN HORQUANTITY PER JAMB too* 48.000 3 1+ 1 3 1+C3+1 3 1+C�2+1 3 1+C2t1 3 1tp+1 3 • 60. ,ti 4.7 3 1+C2+1 3 aC3+1 3 1+( +1 3 1102+1 3 tat a1 3 ) JtDANDSBJ.ANOH QUMITIT B 0000 _ 1 3 1+C:2+1 3 1+q+1 3 1+C3+1 3 i+C1+1 3 1+C3+1 3 A CENTERED ON THE. ME[iTihXB RAS. • • • • • 60.000 1+W1 4 1+C2+1 3 1+C:3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE it i.000 1fC3+ 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 31114#9 3 VENT AND FDCED SECTION' (7) ANCHORS TOTAL AT HEAD AND SILL 38.378 1+C.1+1 3 1+(2+1 2 2+(2+2 2 1+C2+1 3 1+C2+1 2 2+02+2 2 • 48.00 1+C2+1 3 1+C 2+1 3 2+C3+2 3 1+C2+1 3 1+0.2+1 3 2+C3+2 3 (3' MML O.C. ANCHOR SPACM) 60.826 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 3 64. 1+C3+1 4 1+C2+1 3 12tqK 3 1+C:3+1 1 4 1+C2+ 3 C3+2 3 Hwi-10 SW MAX 109m, 1+03+1. 4 1+C3+1 3 C4a2 4 1+C3+1 3 2+04+2 4•- 1+C3+1 4 1+C3+1 3 2 4 1+C3+1 3 2#04+2 4 Ir REP. T X Q 6&OW x 38.376 2+C2+2 3 1+C2a1 2 2+G2+2 3 1+C2+1 2 2+12+2 3 T 48OOD 2H:1t2 4 1+0.2+1 3 2+03#2 3 12+C�R*2 1+0:211 3 2103;2 3 SM625 2+C3+2 4 1+C2+1 3 2tC3+2 3 1+C2+1 3 2+13+2 3 gffiD LE CLUSTER W/ QTY. OF (3) ANCHORS 64:000 2+C3+2 4 .1+C2+1 3 2+03+2 4 1+C2+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) NE�v 80.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2 4 1+ 3 2 4 63 1+03+1 4 1+C3+1 3 2+C4+2 4 9502 4 1+03+1 3 2WA+2 4 83WMAX 74. 37 2+C3+2 3 2+C2+2 2 C 2+•2 2C 2+02+2 3 2+C2+2 2 2+02+2 3 vrTYP' 48.000 2+C3+2 . 4 2+C2+2 3 4 2+C3+2 4 2+C:2•t2 3 2+0;3#2 4 IP REF. O �� 60.826 2+03+2 4 2+C2+2 3 2+03+2 4 2+03+2 4 2+C2+2 3 2+C3+2 4 64.000 2+03+2 4 C3+2 3 2+C4+2 4 2+03+2 4 2+03+2 3 2+04}2 4 = k No: 60.t>DO 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+0312 6 2+63+2 3 1 2+0412 4 MTG. RAIL 83.000 2+C3+2 a 1+C3+1 3 2104+2 4 2411:4+2 6 :.2aC3i2 a 2+ca+2 6 EXAMPLE CLOTE8 W1 QTY. OF (4) ANCHORS AA IMMI a Kocm4Nw1msmEbT OX XOAit 1 D A1>IIW0 JWT D +3*TNDIEamwFJC smotec+wmoar EANCHORAGESPACMG UI�tHORZONTAiROLI.ERWAVOW IAdPACT '�., f�idA4.���.�• 4riAM D QYR�b1I18L8/TD a8&71�TSG9Ui NfflTOAAWWRCAP. Poegxu�e -mms= 1?Sft FIG 21 dJ B Hetmr mvm 118 10 + 11 41ZT-10 E �� veJ Pe •0099• • • • 0000•• 0000• 0000• 0000•• • • • 0000.. 1 Wr MIN. E !OTE j • 2x WOOD BUCK NOTE 3 r ti r NOTE 1 t ° TE RE 1 DETAIL A 2 Dir ••• W.PrAL,FU • • 0000• NOTE 2Mill • 0000 • • UETA4L E ..••• NOTE 1 13O° MIN. 1t4�IMAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADH COUNTY, USE ONLY MIAMWADE COUNTY APPROVED iw ELCO TAS EMBEDED 1318° MNL OR IW SS4 CRETE•FLEX EMBEDED 13W MIN_ MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314'. FLATHEAD ANCHORS MUST BE 012 TRIMFIT HEAD. 2. FOR WOOD APK=TIONS IN M)AMI-DADS COUNTY, USE 012 STEEL SCREWS (LM OR 14P SS4 CRETE4q.EX WITH 012 TRIMFIT HEAD. 3 WOOD SUCKS DEPICTED IN THE SECTION ON THIS PAGE AS 1x ARE BUS WHOSE TOTAL THICKNESS IS LESS A AN'4112°. U WOOD BUGS ARE OPTIONAL IF UNIT CAN BE VWAU LED DIRECTLY TO SOLID ATE. WOM BUIOtM DEPICTED AS 2x ARE 1 1PM• THM OR OREATEFL INSTALLATION TO THE SUBSTRATE OF WOOD SUCIM TO BE ENGWEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVAG JURISDICTION, 4. FOR ATTACHMENT TO AUS: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -TB AND A MINIMUM OF IOTHIDL THEALUb MIM STRUCTURAL MIMER MALL BE OF A 812E TO PROVIDE FULL SUPPORT TO THE VOWN FRAME SIMILAR TO THAT SHOWN IN THIS DETAILS FOR 29 WOW SUM. THE ANS SHALL BE A 012 SHEET METAL SCREW WTH FULL ENGAGEMENT INTO THE ALUMIN U IF THESE CRITERIAATE MET. THE RESPECTIVE DESIGN PRESSURES AND ANOWORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. &D�ySSBuBLAR MATERIALS SHALL MEET THE TERIALSINCLUDING BUT NOT LIMITEDA CP FLORIDA BUILDING �� WITH OTHER IAP SIOM � }+— (4.81031 CMU) I ' OR PER NOTE 1 .• (3.4 KSI CONCRETE) (COTE i • 13f4° •, a MIN. ED (HFA TV. 1x WOOD NOTE 3 o�11 DETAL F RAME JAMB sErOlvs WDA R QTn ' •' ° .• • •hXTE1 2xi DETAIL C I a305 P.O 'm NoxomApLam 1. AiLSA,B,C,0,8dF� SEE NAILI I E,Fdn ,J• •iai e DETAII- H 04 -1 -AD) W.131 DIA. WL. 2 %W NAIL AT COQ AND W MC. TYPICAL DETAILS G, H d L ^f�" � ,y I fe•ko. DETAIL G (SILL) DETAIL I (JAMB) 99 • 11 1 4427-10 ``\S ONY URN tk r N. 3890,5 : SEP 1 8.2014 ITY MIAM!•M11401DADE �� � ® MIAhn DADE COUNTY PRODUCT CONTROL SECTION DEPAR"WNT OF REGULATORY AND ECONOMIC ) Y 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www mlamidadgov/economv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and h with the Florida Building Code, including the Hi DESCRIPTION: S 'es "CA -740" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOC awing etaiis — LM & SNP', sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approv ntrol Section. MISSILE IMPACT ING: Large and Small Missile Impact Resistant. LABELING: Each unit a a a name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by .the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall bet available for inspection al#he job site at the request of the Building Official. This NOA consists of this pagq lQd 1volercg F$ge E-1, as well as approval document mentioned above. The submitted document4tiod tv* >gv=e*A by Aftuel Perez, P.E. •• ••• i• • • • •• MM NOA No. 12-121&09 U ' M 'DADME, .. ' .. .. / ' .. ' Expiration Date: April 11, 2018 NOM j ,, Approval Date: April 11, 2013 ••• . • t .. ••• . Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details -- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FIT -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.01 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.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by .. Mugl �> �•• .. G. OT6R • • • • • • Manuel e i ' i' ' i' e' • •' • ' i' Product Controlr ••• • • • • • • • • .... NOA No. 1=2-09 ' " :0 0 " Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 • • . • V: • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS SEEN DESIGNED & TESTED TO C M PLY WITH THE REQUIREMENTS OF THE FLORIDA BUDDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE ON114 2) SHIMERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR WSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE(CAP)MUSTTEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI -RADE COUNTY. USE ONLY MSE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANMW EVALUATIONS WERE SOUTHERN PPE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. 1641 PERM MTYPE,SEETABLE%SHEETA 4)ALL WOOD BUCK8 LESS THAN 1-1PCTHICK ARE TO BE CONSIDERED OC INSTALLATIONS. IX VOW BUCKS ARE OPTIONAL IF UNIT IS HGISTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZXARE 1-VYTHICK OR GREATER 1XAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTAL AMON IS THE RESPONSIBI.RY OF THE ENGINEER OR ARCHITECT OF RECORD. S) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE % SHEET 4. NARROW JOINT SEALANT ISUSED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SSG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL. BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHS CAPABLE OF TRANSFEIMG APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFKWMY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW 71 DESIGN P A NEGATIVE DESIGN LOADS BASED ON STRUCTURNLR,YC E TEST PRESSURE, FRAME ANALYSIS AND GL488 PER ASTM E13M B. POWIVE DESIGN LOADS BASED ON WATERIEST PRESSURE, STIMTURAII CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13M a) THE ANCHORAGE METHODS MOM HAVE SEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-irJ% STRESS INCREASE HAS NOT BEEN USED IN THIS DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHM INTO WOOD. ANCHORS THATOOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 0) REFERENCES: TEST REPORTS FTL-7065, 3679, 3680 3724: ELCO ULTRACON NDA E.COCRETEFLEXNOA;ANOW&PANDS FOR WOW CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: DESIGN PRESSURE RATING Glass Types Shed # 1 6116' Lauri (1/8 Jin - .090° PVB - V8 An 8 2 7118 18 An-.OBO'sGP-3NOM 6 3 711 18 He.GGP -3116118) 7 4 7WLan Ii J8•M-7116'Air- 11& M-0110'PVB-V8'A 5 7/g LantIG /8'T-711Air-V8 An-.09CPV6-VB'A. B LamL IG �77W C An -114•Air- 3/18' An -.09D' SGP - 3116' AR 0 Loral.10 16'An-IM Air -3118'HS-.DOC SOP -3118'FIS 7 9 71H' Lams. Ii 6' T-114• Alr - 3116' An - .09C SGP - 3116' An B 8 17W Lend. I3PMVT-114'Alf -3118`HS-.090'SGP-3/16'HS 7 DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE &LEETS 8 9 RATEDFCLARGE&SMALL MISSILE IMPACT RESISTANCE 37• WIDTH ?6478" MAX OD. IF WIDTH 16 UNDER 33.47&'(HEAD & SIL 4•MaX F--.- e, SEE SHEET z � 80' VISIBLE LIGHT HEIGHT (DLO) ,V MAX -T' . 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW 1T --VPC MAX asEE oc. aHEEra W MAX. 1— D.C. 6"$*LM.ioam GUa88v= km GLASS TYPE 1 TB'NOLd. GLAessrAac USE ANCHOR PAIL ATEACH JAMB a HEIGHT IS r 26'OROVER 1. 78' HEIGHT 14 -VY MAX. O.O. IF WIDTH IS 33.47&' & OVER *LEAD & BILL) O�N LYMg149/ GENERAL L1GENgIc'•4F,A ELEVATION... GLAZING DETAILS.........._....-._ 1 N0.58705 ASSEMBLY TUBE DISTALS-......«.. 3 ANCHOR SPECIFICATIONS— 4 t3di l3 �` ANCHOR QUANTITIES 4 DESIGN PRESSURES m ..� _ 5.9 �iOalk, ..., O P.: ASSEMBLY[>ETAR8IBOM 10 i ` Gt.,Bea�« �,096.p 3nVANNEALEDOR owowev MHACITEM HEAT.91REKSIMMEo 3AS•ANNE4MOR CLASS HPMMNING HEM BLASS 11113' GLASS BRIE 1 1 ,tH/' GLASS SITE GLASS TYPES 2 & 3 WNWL WWLALiINM GLASSSTA= me'ueEUT® GLOSSTAOL OLASSat4m MMEAL0W NEMMOR Be WAT47Rtd OLA89 11118' GLASS BITE 1 V78' GLASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 NI 0000• • eumsrAGc Dente mI' AAMWD OtAESsfAIX b • 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW 1T --VPC MAX asEE oc. aHEEra W MAX. 1— D.C. 6"$*LM.ioam GUa88v= km GLASS TYPE 1 TB'NOLd. GLAessrAac USE ANCHOR PAIL ATEACH JAMB a HEIGHT IS r 26'OROVER 1. 78' HEIGHT 14 -VY MAX. O.O. IF WIDTH IS 33.47&' & OVER *LEAD & BILL) O�N LYMg149/ GENERAL L1GENgIc'•4F,A ELEVATION... GLAZING DETAILS.........._....-._ 1 N0.58705 ASSEMBLY TUBE DISTALS-......«.. 3 ANCHOR SPECIFICATIONS— 4 t3di l3 �` ANCHOR QUANTITIES 4 DESIGN PRESSURES m ..� _ 5.9 �iOalk, ..., O P.: ASSEMBLY[>ETAR8IBOM 10 i ` Gt.,Bea�« �,096.p 3nVANNEALEDOR owowev MHACITEM HEAT.91REKSIMMEo 3AS•ANNE4MOR CLASS HPMMNING HEM BLASS 11113' GLASS BRIE 1 1 ,tH/' GLASS SITE GLASS TYPES 2 & 3 WNWL WWLALiINM GLASSSTA= me'ueEUT® GLOSSTAOL OLASSat4m MMEAL0W NEMMOR Be WAT47Rtd OLA89 11118' GLASS BITE 1 V78' GLASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 mum 0000• • eumsrAGc Dente mI' AAMWD OtAESsfAIX b • 3tHYANNPN.ED OR 1A4'AIRBP¢L.'H TSTREISLTHEtiHOOU�49 • • • • • • 3n8'TEM<Pmw _ WPOlYSDP 11A�1lL7ag34RE • 0000 0K. . -00 •• IPevlsed Dy.' Data Rar. • • Revbed Hy. Dots -- : • • ® GLLAZING DETAILS 0000 • 0000 • Sees •S•••• • • • •000.0 •0000• J ROSOWSKI 1070 TECHNOLOGY DRIVE Mm upas N. VEWF- FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1520 NOKOMIS. M 34274 jy g Scota SAeeE Wooing Na Row. CMT. oP AUTH. 029296 CA -740 NTS 1 OF 10 MD-CA740-LM • 0000• • Fig" ti)dylYg • • • • Dente • b • • J ROSOWSKI 1070 TECHNOLOGY DRIVE Mm upas N. VEWF- FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1520 NOKOMIS. M 34274 jy g Scota SAeeE Wooing Na Row. CMT. oP AUTH. 029296 CA -740 NTS 1 OF 10 MD-CA740-LM INSTALLATION INSTALLATION INSTALLATION CATION I EDGE INSTALLATIONDISTANCE EDGE DISTANCE OPTION 2 OPTION ANCHORS WALLATIONANCHORS INSTALLATIONANCHORS CONCRETEMM DIRECTLY INTO MASONRY. DIRECTLYINTOMETAL AS REQUIRED PER PERANCHOR TABLE 3. SliEET 4 2 EMBEDMENT SUCKYROTH ATTACHED TO 82 TYP.ANCHOR imm" is Is FRAME SILL 10 11 u TYPE. SHIM ATTACHED TO EMBEDMENT 13 VENT SILL #12STEEL ANDEDGE 80 12 83 SELF4MWJM INSTANCE PER 32 33 SMS, SEE TABLE 22 23 SUBSTRATABLEF4 SEE T3, 20 3. SHEET4. 4 SHEET 4. 3 so DADS APPROVED EDGE I I 34 MUUJOKALUMMIM. 35.37 0 DISTANCE 30 30 STEEL FRAMING OR STEFLSTUO. ATTACHEDTO t -!.� .•. _..;. ;. - 82 ATrACHWTO%Wff BILL 35-37 9 FRAMEJAMB 13 EMBEDMENT 24 VaBLE UGHTWOTH (DLO) 3 5 83 70 FORITREQUIREMENT% j wwo, ATTACHEDITC, SEE TABU 4.8HEE4. VENT JAMS ADDON _ wmDQwwIOTH 10, 12 FLANGRGHEAD. SILL&JAM HORIZONTAL SECTION A-A 11 SEE DIRA6 EGRESS FORMUUIS WINDOW81 HEIGHT JAMS Al.SELOW WfDTHVVASHHINGE V&0OWVMTH-i3-lM 10 HARD- NOTEG: WIDTH, EMMS HINGE. WINDOVVWlOTH - 7 92 VM93LE WARE 1) USE ONLY SUBSTRATE-APPROPRIATE INSTALLING HElGHT*V09MH6lQHT-S LIGHT ANCHORS LISTED ON TABLE 3, SKEET 4. FOLLOWEMBERMENTAND COMINNATIONUNIM VISIBLE LIGHTFORMLAS: HEIGHT (OLD) BUCK DISTANCE LIM[TS. MY INSTALLATION OPTIONSHOWN MAYBE USEDONAW AGOITIGNAL MrA"T= lgff MAX ANCHORS MAY 14M TO BE VVlDTH:VKNDOWWIDTH -? mGHT MALLEDTHROUGHTHE HEIGHT.VONDOWHEIG"T-7 SIX OF THE WINDOW.9 VAWOWFRAMES ATl(rMAX. ATTACHED FROM EACH SIDE OFTHE FRAME A-rrAa4w-ro TD FRAME JAM 2)ALL WOOD SUCKS I= THAN 1-712' THICKARETOBECONSIDERED IX ASSEMBLYTUBECENISRIJNE. SEE TABLE BELOW. 89 VISTALLATIONS.1XWOOD BUCKSARE FRAYS JAMB OPTIONAL UNIT MAY BE INSTAUM-0 DIREMY TO SUBSTRATE, VOW SUCKS WMAX Ad&JmWAndm RoWWWmeach • DEPICTED AS IN ARE 144 THICK OR SEE 2, ft Y9•SlIN= Ass=* TAD MAI) ATTACHEDTO VENT' JAMB GREATER. IN AND 2X SUM (IN IEN USED) V*dtw SHALL BE DESIGNED TO PROPERLY VA A 62 TRANSFER LOADS TO THE STRUCTURE. I MOD SUCK DESIGN AND INSTALLATION -ir--219• o 2F-21LIr 0 38 39 03 IS THE RESPONSURM OF THE ENGINEER 2r* I 17 OR ARCHITECT OF RECOR. D. MAXIMUM SHIM THICKNESS TO BE 1W vemkw• :0 0 0 0 0 HOW 26 Is 18 —IF--2ZV 0 @Soo 82 DETAIL DETAV. 23•-26.9' 21 Al A2 12 80 D 19 84 . geed oradw ad • SUCKSTRIP. SEENOTEX Revised W. Cdc MAXSHIM N0.68705 S 6t EMBEDMENT CROSS SECTIONS & INSTAL ROSOWSKI SAE tAotu PER ANCHOR••• .REQUIREMENT P. -•* A �, CIRID, , - 1070 TECHNOLOGY DRIVE lute: N. VEMCE. FL 34275 CASEMENT WINDOW DETAILS - LM & SM 108IM12 INSTALLATI OPTIONS VERTICAL SECTION B-B Jol ONAL,,,,,,% /I P.0 1529 WKOirfL 34274 Sft/Md* Rer 'MD-C'A740,.LM INSTALLATION ANCf'K)RS THROUGH I A CA-740 NTS 1 2 OF 10 1 ,p CENT. OF AWH. #29M CASEMENT (X) FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS 2) KNOWING YOUR ANCHORTYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET L 3) FROM SHEETS 844 FWD THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED TOM PRESSURE (PSFJ FOR SINGLE WVYDOVA ALL AIVChOR GROUPSI. 4) DIMENSIONS SHOWN ARE TIP -TO -TI'. FOR SIZES WAIT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSM SHOWN ON THE TABLES. G)USSNG THE TABLE LABELED 9MNDOWANCHOR4 RISOUIRIOR (TABLE 2, SHEET 4 DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, BILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. ': ;!J, �*— IV. SEI*1Q77,THISSHEET 740 I 740 SERIES FRAME SERIES CASEMENT ASSEMBLYCASEMB WINDOW TUBE WSNwvR MIN. 812 X 1' SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO PICNRE 2: 740 SLB AYNWO / V WINDOW' D FRAM _� ► _ ASSEMBLY TUBE D \ 740 SERIES 1) DWM41014S SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH } vow= REQUIREMENTS OF THEIR RESPECTIVE NOA. } J % •0 28.4 740SERIES / WINDOW NOW ROM WTO THENEI(T PASTF•NFA TO WINDOW, A8 SHOW IN m• WINDOW / AVAILABLE WIDTH OR HEIM DON SHOWN ONTHE TABLES. 0 1 METAL SCREWS. USE THE SAME / �E _ FRAME m _� ►E � SERIE3 740 F 2) ANY 740.9ERIES PRODUCT OR FD(ED �(CASEMENTA MAY gEWNINpTiACf DTo THE FRAME ASSEMBLY TUBE. FOR ALL W11COM USE THE WINDOWS N.�A FOR ANCHORAGE, 8LZE AND �, Q R OPPOSITE FRAME MEMBER. C4 r —ASSEMBLY `SEE PRODUCT'SNOAFOR INSTALLATION SPECS DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION LINT MUST BE ABLE TO ,�jq ul m MIN. D 12 X INSTALLATION HOLES 7CASEMENT — 40SERFS R T408ERIE8 WINDOW R ASSEMBLY WINDOW NT V B TUmcmRIOR HORIZONTAL SECTION C•C a 740 SERIES AWNING —ASSEMBLY TUBE 740 SERBS c CASEMENT WINDOW EXTERIOR FOR EACH WINDOW IN A VERTICALLY OR HO MWALLYCOMBINEDASSEMBLY. VERTICAL SECTION DA VERTICAL SECTION E -E INDIVIDUALLY COMPLY WITHTHE a�eoh Tm ATO } vow= REQUIREMENTS OF THEIR RESPECTIVE NOA. } J •0 28.4 740SERIES 4) FRAME ASSEMBLYTUSETOBE F- V**& Hecht An¢horTfm A PASTF•NFA TO WINDOW, A8 SHOW IN m• WINDOW DETAILS. WITH MW. @12 X V SHEET � 0 1 METAL SCREWS. USE THE SAME U) SPACING AND QUANTITY AS THE �, Q FRAME OPPOSITE FRAME MEMBER. 0 W —ASSEMBLY 0) THE FRAME ASSEMBLY TUBE MAYTUBE NOT EXCEED 8Y IN LENGTH (AS USED MW.012X INAGrFIANGEDWINDOW)ORSE USEDINTEEORQWSS • •9 _11SM8 THROUGH • CONFIGURATIOIN* • - INSTALLATION • • H 8) INE FRAME ASSEMBLY TUBE IS NOT RECIIFRED T>, To • • THE SUBSTRATE. R JOINTS TO BE ALLER. 740 SERIES - FDMD �` 7) FOR ALL COMQWATION uwm • • CASEMENT ADDITNONALINSTAlASIOMANCHORG • WINDOW' MAY NEED TO BE INSTALLED 7HROUtGHTHE RUMES 10' MAX FRO#A F•N�THE • • • • FRAME ASSEMBL CENTERL D4E. SE V"V4OW: • _ .AL1 1) DETERMENE EACH INDIVIDUAL WONDOW TYPE. SIZE AND GLASS MAKEUP. SEE FIGURES 18 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS SA FTN D THE SHEETFOR YOUR GLASS TYPE. 3) FWD THE DESIGN PRESSURE FROM THE TABLES LABELED TEEM PRESSURE (PSH) FOR VIWDON9 ATTACHED TOAVERACAI. PRAMEASSEMBLYTUBE' OR TEBfGN PRESSURE(PSNFOR N7NDOWSATTACifEDTOAiWRIZONTALFRAmEABSE,YTUBE; DMWWINGONW MWAYIMFRAMEASSEMBLYTUBELRORIENTATWTILS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIREASSEMBLY. DIMENSIONS BROWN ARE TIP -TO -TW. FOR SSS NOT SHOWN. ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLES. 4) UW40 THE TABLE LABELED WAIDOWANCHORS REQUIRED' (TABLE 2. SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILLAND JAMBS OF YOURYWNDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THATADDLTIONAI. ANCHORS THROUGH THE WINWOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 4 AMD THAT MIN. Al2 X VANCHORSARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS 04 THIS SHEETA Ad�iwrel A�xdroiLl Skit d0• FMWO ReVWlTYI a�eoh Tm ATO } vow= 6T/pe • A • B B D iVAM iP-2Zff •0 28.4 I 1 F- V**& Hecht An¢horTfm A B, C d D m• 0 0 23•-28.6' 28'+ 0 1 1 7 Ii • NO.88�D�• •1►: i � TtE OF3 4& Window Anchors Required . amEmbedmardp Aocbr Substade Mil. Wal. EOP O.C. Md' Dbtmcm Dmenve Piffie A;= Rekutrad? g 114" sww tmfam Hdaa Block 1' 8 1414' No A 414,ateelSMS(G6) a814, 410 SS SMS S. Pkte 6f8 1' 1318' No TSAdan. 318' 818' amo No Steel Wr 519' 0.050 No A863 Stud, Gr. 33 318' 6t8 038. Oa. No B 812, stmt SMS (GS) or8t2, 410 SS EMS S. Phe 5w 1.1-w No 6083.76 Alum. .es0' No A30318' OSO No ,Dr. !ice .036'.208e. No • • • • v4' steal Ua mm 2.90 a-12' 7 1318' 2A% Ca craw V s 1.314• No HaOoe Block 2 Ir 8 1-v4' No C 812, steal 8MB (05) at112, 410 SS 8MB S. P � 1318' Yes 8083-16 Akin 318` 6w 1n8 Yes eel 318' as g Stud Ot 33 3�' 018 .046',18 Ge Yes 814. $teat SMS (GQ or814, 410 SS SM8 S Pine 518 r es SOW76 318' 618 vir Yes A33 ZGW YOS ABtri 8tud, Gr. 33 318' 818'.048 , 1 Ga. Yes p 1H' ewd UOmoon 2. Cmc 1' r 1314• Yes 2' 2 4' 1 Yes HoOar Sleek 2-v4rr 8 1- es -Yes mea toric trC a 131a• 14' 410 BE cmteFtmt 322 COMM I" 8 131 24j3" 8 1-v4' I No SJtB' SW Bnmoon &5k Odcasrate 1 1114' W 1-w4' 1 No Bieck 8 1 1-1/4- FMW BWdk I 2-11r 1 6' 1 1314' P)a MUST EXTEND A MM MUM OF 3 THREADS MANY METAL SUBSTRATE S MAY BE HEXHEAD, PANHEM Oft FLATHEAD. Jamb snubber 1,090tions mesa TOM PVS SGP tr mmc. tsm raNam N" RD9� each end & 30' max as 1r max f m 1r max. tan Srieach wW & 38 ease end & 30' max O.CL mmc O.C. 1) USE THIS TABLE FOR ALL VWMOVVa PER THE ELEVATIONS ON SHEET 1. DDAC�4smm SHOWN ARE WINDOW TtRTO-TIP. 21 FOR 8I2E3100 St�tNN. RouND UP TO THE NEXT AVAMABLE WIDTH ORHEMHT DNbgNBION SHOWN ON . THE TABLE. • p NRYY ANCtiums INTO CONCRETWINDOW OOMBRATION E. *701- OHOWN FP EQU �ArPM•H�OR' c A) FROM TABLE 9, ANCHOR C & 0 ALLOW A DP OF +701.90. BAND DO NOTRECUB9=THEANCHPOR C HASTHE ANCHOR AND WBSTRATE DESIRED C) FROM TABLE 2, 6 ANCHOR ARE REQUIRED N EACH JAMB. D) SME ARLY, 2 ANCHOR ARE REQUIRED N THE HEM & SILL. E) OWN13UTE ANCHOR FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10 0 0000•• • g Pf]t RULES ON SHEETS 2 & 3.INSTALL1 ADDITIONALANCt10It ON THE FRAM ASSENI6LYTi1BE � 4' N,.-. 1 4' ,C 00•• 0 0 • •-r•-14' �r I SIDEOFTHE AWNNO(tfl AD&TILL} 4 z FILED CASEM£NTAPX2tQR (SEH SEPERATE NOAk / 0000• • A)F'ROMTABLE9,ANCHORSC&DALLOWAUPOr0W48.1. 10.8' •see*, W•a 00000 • • B) FOIL THE JAWS. FROM TABLE 3 ANCHOR TYPE C HAS THE ANCHORAND SUBSTRATE pE81REDANDD0ESNOTREQ MTHEANCHORPLATE. �� �• • 13.2r el* o C) FROM TABLE 2B. 6 ANCHOR ARE REQUIED N EACH JAMB. \ • • • • ; D) SUALARLY. $ANCHOR ARE REMRRED N THE HEAD & SILL. \ • • E) DISTRIBUTE ANCHDRS FOLLOYWNG GUNDELI4ES FROM ELEVATION ON SHEET 1. F) PER RULES 0 N MEET 2. NSTALL 1 ADDITNONILL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' � SIDE OF THE FOQ:D CASEMENT (F¢AD & SLLL} 28' Ir 2v 2T 11r�,M!", - • .=GEN9a iN -moi N. 5910`'• • i' -~iole�J/l � •.+B i 3 tb�l3 r (u ' STATE OF t ''O�14s10v. �C��� g o Z04 R 0 O d 4 z W LU �. • •see*, W•a • • 341f a qO o • - • .=GEN9a iN -moi N. 5910`'• • i' -~iole�J/l � •.+B i 3 tb�l3 r (u ' STATE OF t ''O�14s10v. �C��� o_GL- TABLE 8: 1) G/18- (118 AN -.090- PVB -1/8 Way 4 7/8 AIR -1J8- AN -.090° PVB -1/8° AN) W8p10W HEIGHT woo 8EE SHEETS 164 FORVVINDOWANCHOR LOCATIONSANDQUANTtTES. to TABLES: ' G �n�� a o V a Q t0 o 52 co T Z �O to IU FRAME •. 407 70' MAX -� `+--� TABLE7• T- • • • •• kr• WBNWN • •:•• • • V70400w FRAME Hsi • • • • • jZ��j'«-� HEIGHT ASSEMBLY • • • • • • z m y -� TUBE �- t 1 ADDITIONAL SEE SHEETS 1 E 4 FORV0MD0VMCHOR • • • • ANCHOR LOCATIONS AND Q� 1%111 I I I f1!! • • i4D F 3 FOR ANYADDITIONN AN s REQUIRED FOR THE i WWDOW TUBE. • • �`�• i.�i G� a SEE SHEETS 1 E 4 FORUNDOW ANCHOR i • • • No' • 'i - LOCATIONS AND QUANTITIES, SEE SHEET • • • ^ • • • : • 3FOR ANY ADDTTWNALANCHOIN; 3 E l3 W REQ111RED FOR THE FRAME ASSEMBLY 0 STATE OF TUBE, i .:1� •. P.: .,GOR%O,. (� 1)8E6SHEET 4 FORADDTRONAL SAMPLECONFISMT$ONB. ALYNN ,P.E. 2j SEE SHEET 4 FORSNUBM T8. P"sm Dos19n Proeeune (t�tlo+aumle WtMoaw, AD Aaolw�Drw)ps WtndmY%AftdtU uMer23' 28.119'18' 27314' 30' 33117 38` 3T mtler23' +7480 +70180 +70� +7480 +74.90 +70180 a70F90 28.18!18' +74� +7pF80 +7490 +748p +70680 +7430 +7480 38318' +7480 +70180 +7480 +70680 +70130 +70F80 +70/-90 48' +7dgp +70!80 +70660 +7490 +70/80 ►70F90 +7431 80�8f4 +7430 +70/80 +70F80 +7480 +7430 +70680 x70189.2 �' +T48D +7480 +7490 +701.883 +70180.8 +7477.7 +74 74.3 83' x701-80 x70660 +7490 17484.3 +701-78.8 +70V-73.7 r70F70.1 72' x70/80 +70667.2 +701.77.7 abd-718 +601- WA r� B09 N-88.3 78' x70/80 +7QF849 +7478.7 N87.3 +t-B8.9 +F 87.2 +1.55A D Proosu� We0 forgV(nflovra Attested to a Fiodx�Eai FMnre Assembly Tube Deslgn FrassOre j�tor W6edowsAl� to a Yedket Poane AasmrddT Tube WIMow W�h e uader23" W0a1•x WYlfh 27.3)4' �' 33.1Pd 38' 3T umier23' Amor Arl4hor O� 25.18118" An-MrOirmp 27364' 30' 331JY �' A0 3T A9 A0 B MchorOrouP A B A11WaOrwd Anchort3rouD Anchor CED Aodor(iraup urtler23' AtrcharOrotp Aach4rt4ro9P +74.x0 A B C D A B CED 8 ACED B ACED A B C8D B B 84• +7480 +70660.4 +TOF71.3 +84821 +!•84.2 ►74-90 +7d� D Proosu� We0 forgV(nflovra Attested to a Fiodx�Eai FMnre Assembly Tube Deslgn FrassOre j�tor W6edowsAl� to a Yedket Poane AasmrddT Tube WIMow W�h e uader23" W0a1•x WYlfh 27.3)4' �' 33.1Pd 38' 3T umier23' Amor Arl4hor O� 25.18118" An-MrOirmp 27364' 30' 331JY �' A0 3T A9 A0 B MchorOrouP A B A11WaOrwd Anchort3rouD Anchor CED Aodor(iraup urtler23' AtrcharOrotp Aach4rt4ro9P +74.x0 A B C D A B CED 8 ACED B ACED A B C8D B CED B A,CBD under 23' +781-9D +7d -W rTd-� ►74-90 +7d� +Td� +74.90 ♦7d•8D ♦7d-t� 17490 +7480 r7d.8D +74-90 t7d-90 +7d� +74-98 +7d-iM x74-90 +7480 28.17418' +749D +749D ♦7498 +7W-90 :70%IO +7490 +74.90 ►74-10 x7490 +74.88 +7d9D *74.90 +7490 x7490 +74.90 ►70650 ♦7d9D ♦749D rTOF90 38318° ►7490 ►74.71.8 +7498 ►74.80 +7491 ♦7d-90 ♦74.98 ♦7d� +74.90 ♦7d-� ►7498 ►74.90 ♦7498 ►7490 ►7490 17490 +7490 ►74.90 U?+7W 7N-77.7 +70W7.7 +781-73.1 H57.3 ►7490 ♦74-90 HSLB ♦74.90 •7490 .7490 +7490 +7487.8 +7490 +70690 +74-78.8 ►70190 ♦71g-90 ♦7d•� +701-�.8 ►74.90 50518' H59.3 N -b4.3 ►74-90 ►7490 +/$1.4 +7490 +74.90 ►7490 Nd90 +74.83.2 ♦ 9D ►74.90 *74.74.8 ♦7490 ♦701.892 x701.90 ►701•&L3 ►7d•89.2 +F87.3 +65E8 N58.5 N -4S8 +74.84.7 +749D ♦651.8 ►74.812 ►7d9D +7d 78.9 +7490 +7W -?t2 +7480 x7490.3 +f$29 x7490.8 ►7d-752 ♦Td-TI.T +791-71.2 :74.74,3 83- H55.7 N-43.8 x74.80.7 ►70f99.b +f-49.3 +70L71.3 ►74.90 +71Y--723 +74.90 NSS9 +7484.3 +701.78.6 H -59t8 +701-78.5 x74.71.8 +74.73.7 +t5T.8 ♦701-TQt D Proosu� We0 forgV(nflovra Attested to a Fiodx�Eai FMnre Assembly Tube WIMow W�h e uader23" 28.18!18' 27.3)4' �' 33.1Pd 38' 3T A1tM14 Br4up Amor Arl4hor O� Aaelar �P An-MrOirmp Amtwrtimuy AnohotC'roup A0 A9 A9 A0 B ACED A B CED A 8 CED urtler23' +70�-80 +74.90 +74.x0 +7430 +7432.1 +70680 pF78.8 +7430 +7480 +74.74.3 +7490 28.18M8' +70130 +70!80 +7490 +74.90 +748D +74-� 748D +7430 +74.84 +701.90 +74.80 38316' +7430 +7490 a7068D +7480 +7430 +70780 74.80 +748D +7480 +7490 +7480 48• +7430 a70t� +7490 +7480 +74.98 +74.90 7490 +74� +74.90 +7069D +74.80 80.818' x70180 +7490 rTOF90 +70h90 ►7480 +74,90 74.90 x7480 +74.88.2 x74382 +706892 80• ►748D +7480 +74.80 ►70188.8 +7430.8 +i43aa U?+7W 7N-77.7 +70W7.7 +74.74.3 +7474.3 +7474.3 83' +701-80 +7480 +7490 +701.84.3 +70/-78.8 *7W 78.5 74-73.7 +7473.7 +7470.1 +0470.1 17470.1 7T +7430 +74-B'/.2 +7477.7 +74x1.8 +84824 +84824 84.80.11N�.3d9.378' +7480 +70!84.8 +747&7 +F87.3 +65E8 +688.8 +!872 +1872 N88.8 N•88.8 84' +7480 +7480.4 +7471.3 +848'4.1 H892 +1542 Tem C a. -F- [I WINDOW HEIGHT 1 WIDTH -4 wwow � SEE SHEETS 1 & 4 FOR W88)OW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/18- LAMI (3118 AN -.09T SGP - 3/16 AN) H00810 �� • • T Pu U•8 tw GWa VVUxiw^ AD AnahorGm" mwe 1VRW W Y hWwwWl9h HEW Daft Pwsawe (peg (a W 91dam ARwMd to a VwWW Fmms Asset W Tube watar23• I 211- W18' 27-74' 33' 33.1W 3S Sr wutw 2Y #80130 +80130 r80-130 +891-130 +897.130 +98f-130 #9111.139 wbowwmh 2818118' +8W -13D 49W130 +991-130 +89t-130 +897.130 +x-130 +80-130 Al q Group 38318' +90-130 +801130 +0W-130 +8W-130 +BW -130 +SW130 +801-130 W -Ur 48• +9W-130 +80-130 +0(-130 +BW -130 +80136 +80-130 +80.130 C&O > +11W-130 +8(11.130 +�1-130 +80-130 +9W.130 +8W-130 +80-130 +7090 80• +80-130 +x-130 +ML130 +90 = #80130 480.130 #8WS Aw4 w Grail 83' #BW -130 +8W130 #00-130 #90-150 +BO -1S0 +86-130 +80-1288 +7W40 72" +801-130 +8W-130 "0-130 #8W-130 +801 I� 1 *�P 1718 +BQt 113 8 C&D 78' +90-130 +801 +901.139 +801-130 +901.124.1 +9W-107.8 C&D 84• #801-139 +89-139 +80-130 +801-130 1 +8W-118.4 #70$8 +7W90 -F- [I WINDOW HEIGHT 1 WIDTH -4 wwow � SEE SHEETS 1 & 4 FOR W88)OW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/18- LAMI (3118 AN -.09T SGP - 3/16 AN) I1 4 FORADDITIONAL SAMPLE CON ATWG6. 2780 SHEET 4 FOR WERBERRECUIMIENTS. FRAME HBBHT ASSEMBLY 1_1- 10• MAX ANCHOR ADDITIONAL (4 IF), REO. WID'ITI SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE OHM 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 16' MAX --�••1 �� • • T Dastp PfaRme 04 IN Whdwn All to a Ha tardol Fmme Assn* Tabu 1VRW W • HEW Daft Pwsawe (peg (a W 91dam ARwMd to a VwWW Fmms Asset W Tube 0 Z g 1 WMloW WMh 0 a e- urWw 23• 2.518118' 27314' 30' 33112' wbowwmh 3A 4 Meta Wap Ascba Gmw Audra Group Al q Group Ander Grasp m a Z tuMa 23' ep1 1"• 2.518118' n W -Ur Al AD Sr A8 S 33•(12' A 35' C&O A 3A C&D ez un t23 +7040 AWW Gtap +7014D +7090 Andra Smug +M.SD Ascher Grasp +70.78.5 Aaeha Group +701.90 Aadw Grafi +79-" Aw4 w Grail 25.151181 Author Group +M.SD +70.9D A I B C +70.88.8 +7W40 a C&O B A,C&O A B C&D A B C&D B A.0&D A B C&D +707.90 uador 27 +7W-90 0W4D +701-0 +4D +70= #70$8 +7W90 +787.80 +7940 +70140 0040 +70140 *7990 +78190 +70-80 +70.90 +70.80 +7W9D *70 M +7014 0 +70190 27+15118' #701-96 x70/-90 +701.90 +90 +7040 +70911 +7&40 +7W-90 +7940 +TIM *M 90 +70198 +70-90 +7090 +70.90 +7090 .701.99 +7W-90 *M-90 +701.90 +7-9D 38-318` +7W9D *79.71.8 +M -W +51 47W.SD +707 6 +7W.90 +70-90 +79.90 +7090 +7946 -7W4q +79.90 +MaD +79-90 +7W4m .7-9D +707.96 +7090 +7090 +7W40 48' r7W-73.1 -W.3 +7WM +4.8 JDA -7W9D +7090 +701-90 +79-90 +70-90 +7-87.8 +M.9D .79.90 +70-80 +T9.9D r7Ww +7W-90 +701-90 +M46.9 +7W -W .79-90 1 WWW +1.89.3 +1513 +7090 +1.4 +7096 47090 +7090 +7-90 +79.90 +701-90 +70.83.2 +T -9O +19-90 gWM +79.9D +M.K2 +7090 •70190 +7994.3 +7090 or +158.5 +1.45.8 +701.84.7 +1.8 479$1.2 +7090 +79-78.9 +7990 +7W4 9.8 +7070.2 •7W� •79 0 3 +7-7&8 +7940 +70.7&2 +701-9D +7090 +79.71.2 +7W90 83" .1557 +/moi 8 +iW 8&T +7 3 +7917.3 +7060 rT9-72 3 +79 +7-85 3 1181.9 +70140 1+79.78.5 #7014 8 +7940 +701-718 :7090 r7W8 *157.6 +7090 I1 4 FORADDITIONAL SAMPLE CON ATWG6. 2780 SHEET 4 FOR WERBERRECUIMIENTS. FRAME HBBHT ASSEMBLY 1_1- 10• MAX ANCHOR ADDITIONAL (4 IF), REO. WID'ITI SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE OHM 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 16' MAX --�••1 �� • • T Dastp PfaRme 04 IN Whdwn All to a Ha tardol Fmme Assn* Tabu 1VRW W • HEW • •••• 0 Z g 1 WMloW WMh 0 a e- urWw 23• 2.518118' 27314' 30' 33112' 33' 3A 4 Meta Wap Ascba Gmw Audra Group Al q Group Ander Grasp AWI M (harp a Z ArAw (Wap ep1 1"• Mdwr Orap n Al AD All A8 S AC&D A B C&O A B C&D ez un t23 +7040 +7-98 +7014D +7090 +70921 +M.SD +7090 +70.78.5 +70.90 +701.90 +701-74.3 +79-" 25.151181 +7090 +M.SD +70.9D +7090 +701-99 +M.W +70.88.8 +7W40 +7W90 4701.84 +7080 •79-90 38.313' +M-90 +7040 +7090 +70410 +70140 +7940 +7990 +70140 +701410 +707.90 +M40 +799D {4' 43' +70= +7040 +7W9D +70140 +7W40 *79 +79.9D +70190 +7014D +7090 +7040 +M4D 50.913• +7090 +7090 +70190 +7090 +70-90 +7990 +7940 +7040 +TW90 +7040 +700 .79.90 eo" +7949 .7046 +7040 470-90 47W40 +79.0 +7940 •70.90 +7-90 +7-9D +7090 +79.10 83' +7940 47W.SD .7W9D +7W. •7040 .7940 +7040 +7W9D ►7090 +7940 +7390 +7990 72' +7990 +70190 +701.90 +7W40 *7040 +79.90 x701• -!N +7090 .7040 +mm +W40 +7090 78' +79.90 +701 9D .701.90 *7090 #7040 x7990 +7990 +7041D +70740 +7040 +70-9D .79-90 84• +70140 .70190 .7940 +7096 +7W -W +70190 I1 4 FORADDITIONAL SAMPLE CON ATWG6. 2780 SHEET 4 FOR WERBERRECUIMIENTS. FRAME HBBHT ASSEMBLY 1_1- 10• MAX ANCHOR ADDITIONAL (4 IF), REO. WID'ITI SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE OHM 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 16' MAX --�••1 �� • • T • • 1VRW W • HEW • •••• SEE SHEETS 1 & t=,mw f R LOCATIONS AND SHEET 3 FOR ANY ADDITIONAL ANQFO" • • REQUIRED FOR THE FPAMIA88EMBI-4 nrA�- • • 1l VAL��R�ii •` ��.( LYNN hj�fG� ���' 4151 N6i• �•i� •�• i 04 Q STATE OF W 0 Z g 1 0 a 0 JP a .o LL 0 CL co D 4 VJ Z 0 a Z ep1 1"• n • ® • Ong � • •z� 00 ez gi•g .�\1111 � • • • •` ��.( LYNN hj�fG� ���' 4151 N6i• �•i� •�• i 04 Q STATE OF a wdw23" Da*n P-4" far GhV a VJtralw^ AD Aftahw 0-48 ww°wvvmm 4- 30• 33.Vr �' 2618%W+W130 3T DeOp Pwsswe Ost)(w Woa m ARachm! to a Hadzedd Frmne AasemNy Tube under23" +8W-130 *SX -1138 Design Pms9=MfwWhWawsAftatbadtoaVefflW Fume AtsmaUy Tube +806130 4W-130 +9�1� *801-130 25.18118" 4>W.130 +901-1139 4MI30 4W-130 +801-190 +MS30 'Hi -15J18' 36318' +90130 +W-1130 +901-130 +90t-130 +9m 130 +%130 46' +801.130 +9�-1 30 +x-130 +901.130 +801.130 +BQI.130 AndwGmW 80478" 490-130 +.W-1130 +9d -13D +901.130 +90/-130 4=430 AN 80' +901130 +M-1130 3T +W-130 +9IN13D +901-780 +8(W130or MWN27 +W430 +SW -1130 AnchwQoW +8W.10 +80-,30 +8W-130 490-130 +701-78.5 7r +�7.130 .9aw111 +7W -9D +801.9130 +BW,3o +801190 +BW -13D D 78• +901-130 +801-130 +901139 +8W-130 +901.130 +901-130 +8W-1� B B4" *801.13D +8W-130 +80-130 +011-130 1 +9W-130 *70140 0edw2r FOR GLASS TYPES: 3) Mir LAM" (3/16 HS -.OW SGP - 3/16 HS) 7) 7/8LAMI. IG: (3116° AN -1/4° AIR - 3/16° HS -.OW SGP - 3/16° HS) 9) 7/8° LAML IG: (3/160 T -1/4° AIR - 3116° HS -.OW SGP - 3116° HS) T-0 VWNDCW MERIT WWH SEE SHEET8 7 & 4 FOR VOIDOWANCHOR LOCATIONS AND QUANTITIES. HOTS& 1)B __SHEET 4 FORADIETOW1 SAPPLECO IOI4. AT 2)SW SHEET 4 FOR WlSSER REQWIrEMW T8. WINDOW FRAME H ASSEMBLY TUBE ,0"AX. T- & WL ADD4T�NAL ANt2t�R t4).+FtsEo. W1r wwH SEE SHEETS 1 & 4 FOR W01DOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHOR$ REQUIRED FOR THE FRAME AMIABLY TUBE FRAME 10" MAX. t90 •RUBE • • DeOp Pwsswe Ost)(w Woa m ARachm! to a Hadzedd Frmne AasemNy Tube WINDOW "EMIT Design Pms9=MfwWhWawsAftatbadtoaVefflW Fume AtsmaUy Tube VYkOh ura6er23" 'Hi -15J18' 27.3f4' 3D• Wma•xvuron 35" 37' AnAw TirosP AST � Aftubw �P m AR*W Gawp wlda23° AndwGmW 25-15MB" 27314• I 3C AB I 331W AN 35" A.0&D A 3T C&D A B AnchwGrotlp MWN27 AndwCrop +77.90 AnchwQoW +79.0 AnchofG" 479.0 AncborGf4W +701-78.5 AWWGmp +701.90 AW=QmP +7W -9D A 1 B C D A B C&D B AC&D A B C&D A B C&D 8 AC&D A S C&D *70140 0edw2r +701-90 1 +40140 *701.90 +7W.90 +701-90 +701.90 +7W -9D +7W90 +701.90 +701-90 +7014)0 +70.90 +70'•90 +701.9D +7a•90 +M-90 +7W -W +W-90 +70140 +701.90 +7W -BD 2615118• *701.90 +70190 +70140 *7W -W +701.90 *7W40 +7W-90 +701-90 +701-90 +70140 +7W -W +TQW +7W90 +701-90 +701.90 +7WW +711M +701.90 +7W90 +701.90 +701-0 36318° +70140 *70171.8 +70140 +7W40 470141 +701-90 +701.90 +7W40 *79-90 *70140 +7W.0 +701.90 +701.90 +70140 +7940 +70140 +70140 +70140 +70140 +70140 +701-W 48" *701 731 +1•61.3 +70140 +70140 +144.8 *701.90 +701.90 +701.90 +70140 +701.90 +70147.8 +701.90 +701.90 +M9D +70140 +701.01 *7W.SD *70140 +WW491.9 +701-01 +79-0 50.018° +14ML3 +1.64.3 +70140 +701.90 +141.4 +Moo +70140 +701.90 *70190 +701.0 +701432 *7WW +70140 +701.90 +701-90 +701.8&2 +701-01 +7W� +70.443 +701-90 80° +14AL6 +14&8 +701447 *70140 +1•51.8 +701-81.2 +7WW +M.7&9 +M-90 +701-19.8 +701-70.2 *70140 +701.80.3 +701-7&0 +70!40 +701.782 +701-90 *70140 +7d-71.2 +701-90 or +1•56.7 +1-03.8 +70140.7 *77.88.6 +1.49.3 +79.77.3 +70140 +70!.72.3 +701-01 +701.8&3 4686.9 +7W40 +701.78.5 +7W.14.9 +701-90 +701-71.8 +70601 +701.8&8 +147.8 +701-W HOTS& 1)B __SHEET 4 FORADIETOW1 SAPPLECO IOI4. AT 2)SW SHEET 4 FOR WlSSER REQWIrEMW T8. WINDOW FRAME H ASSEMBLY TUBE ,0"AX. T- & WL ADD4T�NAL ANt2t�R t4).+FtsEo. W1r wwH SEE SHEETS 1 & 4 FOR W01DOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHOR$ REQUIRED FOR THE FRAME AMIABLY TUBE FRAME 10" MAX. t90 •RUBE • • DeOp Pwsswe Ost)(w Woa m ARachm! to a Hadzedd Frmne AasemNy Tube WINDOW "EMIT eVi5ltdaw VYkOh ura6er23" 'Hi -15J18' 27.3f4' 3D• 33-1IY 35" 37' AnAw TirosP AST � Aftubw �P Arsww � AR*W Gawp Asro Mao AndwGmW Ar OMW AB AD A9 AN 8 A.0&D A B C&D A B C&D MWN27 *77.0 +77.90 +77-01 +79.0 +70682.1 479.0 +79-0 +701-78.5 +70-90 +701.90 +70144.3 +7W -9D 254MV +77430 +79.0 +79.90 +79.90 *7W.90 +77-90 +70148.8 +701.0 +7w -9D +70-84 +7" 470-90 38318" +T9 -W +79-90 +77-90 +WW *70140 +70MM +77-0 +701-90 +70PW *70-90 +701-9D *?W -W 48' +7W -W +7W -W *7W-0 +701-W +7W-80 +7998 +7900 +701-9D +TW W +701-01 +701-0 +7W -BD M4V +7W.9D +79.90 +77.90 +7W -W +7W -W +701.90 +79.90 +70-98 +70-0 *70-90 +7W9D +781-W Sr +7990 +701-0 +79.90 +79-0 +701-0 +701.90 +774 +70-0 -MI-0 +701-98 +7" +7W -W or +7W.90 +7990 +79.0 +7Q•-90 +7W -W +77.90 +790 +701-90 +701-90 +701.90 +701-W +701-W 7r +701 0 +7940 +79.90 +7F* +701.0 +701.90 +77-0 +mm +7W -9D +701-90 •Tam +7W -9D 78° +7740 +79-0 +79-0 +701-0 +79-0 +79-0 +M -G +7" *70190 4701-20 *70/-9D +701-W 84' *7990 +7990 *79 0 +79-0 +77.90 +77 9E1 HOTS& 1)B __SHEET 4 FORADIETOW1 SAPPLECO IOI4. AT 2)SW SHEET 4 FOR WlSSER REQWIrEMW T8. WINDOW FRAME H ASSEMBLY TUBE ,0"AX. T- & WL ADD4T�NAL ANt2t�R t4).+FtsEo. W1r wwH SEE SHEETS 1 & 4 FOR W01DOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHOR$ REQUIRED FOR THE FRAME AMIABLY TUBE FRAME 10" MAX. t90 •RUBE • • WINDOW "EMIT • • • • • SEE SHEETS 1 & 4 F�:�E7 LOCATIONS AND Q 3 FOR ANY ADDITIONAL AN • • RECURRED FOR THE FRAWA88t$A U TtIBE • • Appraw as bft VAlh the Dom. M doerobd LU q wig 04I r J LL O a o ptN p Z � Z Y °' w Z g. LtI �w w�4 T-0 HEMIT f 11 W i� SEE SHEETS 184 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 718"LAMI. IG: (118"T-7118"AIR-1/8"AN-.090"PVB-118" a under23' Design PMUM 00 WSW& YViMb^ AU ADOWGmqm Wwdwlvvmm 2318718' 27-W 30' 3312' 3S 3A w t 23' +7W4O +71-0 +71-0 +701-g8 +7940 *7W.0 +M-0) Wbdowvvm 25-18118' +718-0 +70740 +704.90 +7W-0 +70680 +70140 +701.80 V -3W 38- +MONO t7W4O +7O -D +7W40 +70.80 +7W40 +7W4O 48" +7W -OD +70140 +70.80 +7040 +70140 +7W.80 +?WV 804!8" +7040 +74M +7040 +701-0 +7040 +70410 +70140 A.0&D 80' +7040 +70140 +7040 +7040 +7040 +70148.0 +70/44.8 An" GWW 83' +7W4O +7W.p I +701-0 I +7140 +7O4A2 +70F84 +?W 79.9 Aaohor04" 7r +7040 +70.00 +70F�.8 +70.81.8 +80.70 +80418.4 +9149.8 B A,C&D 78' +7040 +70140 +701483 +70787 +80492 +1882 +80833 8 84 +70.80 1 +7040 +70141.3 1 +8W70 +x/41.8 +70M +701-80 T-0 HEMIT f 11 W i� SEE SHEETS 184 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 718"LAMI. IG: (118"T-7118"AIR-1/8"AN-.090"PVB-118" DN TEs: 1j8EE SHEET 4 FORADDMONALBAMPLE CONFIGURATION. 2) SEE SHEET 4FOR SG9rBSER REMMMMINY& IF --•# # -- SEE 8HEET81 & 4 FORVYDI0OW ANCHOR LOCATION AND QUAN ITIE8.8EE SHEET 3 FOR ANY ADDrtuDWANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE 10'MAX. --s{ ASBEM6I.Y 1 TORE • • • YYB400W • • • MEOW !-�" I-- LOCATIONAND �FIEET 3 FORANYADDRIONAL REQUIRED FOR THE FRAME Y TUBE• •• • . Fwswxa m cawpt7iag oath+hp Piwld Darr ,: gWAB 0 Da Dabn Pmmm (pery for WhImm A8aolrad to a HorkwU Froete As -mW 714,E D8*0 Presaraa 0" for NNdom Aseohed to a Vwftd Frame AsaemWp TWO Wbdowvvm udar2' 28.18118' V -3W WbdwvVODWr 33177 38' 3P Arrohor G" Moho, omw m AnWw amp rnder23• AnWwGroup 28.18118' 27.374 30• M A0 3317Y A8 3r A.0&D 37• 8 CAD A 8 ArahorGm W atdar23' An" GWW +7040 AnftrQrM Aaohor0+rorrp QW412-1 +70.80 Arrohe GMW N01-78.8 Amt=G np Aaohor04" +Ta74.3 A 1 8 C D A 8 CAD B A,C&D A 8 CAD A 8 CAD 8 A,C&O 8 A,C&D +7040 under23' +701.90 +7040 +7040 +70.80 +70M +701-80 +7W -W +701.80 +7W4O +7040 +70.90 +70.80 +70.80 +70140 +7040 +7040 17014-0 +70.80 +70/40 +7W-8 28.18118• +70140 - 49080 +70140 +7040 +701-W +7W4O +7" +70)410 +7W4O +7040 +701W+7040 +7040 +7040 +7040 +M40+7040 +701.90 +70,80 +7040 +70140 704080' 38378' 17140 17001.9 +700 +7W4O +70181 +7W40 +7040 +70.80 +70080 +70-0 +7040 +7080 +7W.W +70-80 +70140 +7W4O +104/0 +701-0 +7W4O +7W40 48' +701.79.1 +147.3 X70/-0 +7040 +/.04.8 +7W40 +7040 +70.80 +7040 +7040 +7149.8 +7W40 +7W -W +7W7&8 +7W4O +70410 +704.80 +7W43.0 +7010 +80!49.8 80488' +140.3 +144.3 +74M +701-8 +141A +7W40 +7W-0 +70m a701M +7048 +70432 +7040 +70-8 +70.74.8 +71-0 47Q1-92 47" +70144.3 +701-0 +7149 BO' +l48A +1-05.9 +7044.7 470-0 +141.8 +701-312 +70N-0 470678.9 +70-0 170680.8 470.70.2 170.90 +7040.3 +1412.9 47040 470782 171.88.8 47071.2 +70414.8 83' +14&7 +143.0 oomm 7 +7W -W +1.0.3 +701-77.3 +7040 470-72.3 +7W-90 +"MW +148.9 +7W410 4701.7&8 M•N.9 +7W472 1M71.8 470.84 N47b 17078.8 DN TEs: 1j8EE SHEET 4 FORADDMONALBAMPLE CONFIGURATION. 2) SEE SHEET 4FOR SG9rBSER REMMMMINY& IF --•# # -- SEE 8HEET81 & 4 FORVYDI0OW ANCHOR LOCATION AND QUAN ITIE8.8EE SHEET 3 FOR ANY ADDrtuDWANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE 10'MAX. --s{ ASBEM6I.Y 1 TORE • • • YYB400W • • • MEOW !-�" I-- LOCATIONAND �FIEET 3 FORANYADDRIONAL REQUIRED FOR THE FRAME Y TUBE• •• • . Fwswxa m cawpt7iag oath+hp Piwld Darr ,: gWAB 0 Da Dabn Pmmm (pery for WhImm A8aolrad to a HorkwU Froete As -mW 714,E Wbdowvvm udar2' 28.18118' V -3W 3C 33177 38' 3P Arrohor G" Moho, omw Andw Oraap AnWw amp Armhav0•oop AnWwGroup ArWwGmup M A0 A9 A8 B 1 A.0&D A 8 CAD A 8 C&O atdar23' +78!40 +7040 +7W-0 +XtW QW412-1 +70.80 +7048 N01-78.8 +70.90 +701-0 +Ta74.3 +7W40 28.18118' +78140 +70740 +7W4O +7W4O +701.80 +7048 +7040.8 +7040 +7W-0 +70.84 +7048 +70/.88 3&818' +7W4O +7040 +70148 +70.88 +7040 +7040 +7W -W +7W-0 +7040 470.80 +7140 +7W4O 48' +7040 170-0 +7040 +70.80 +70140 NW40 +7W-8 +7048 +7040 470.88 +7W40 +7040 -;W-40- 80.318' +7040 -MM +71-0 +7040 17W40 +7040 17W40 +701.90 +7040 +7048 1704.90 704080' SIP +7148 +7140 +71,98 +70M +7W -W +TOM +714&8 +7W-8,8 +7W41AS +71.84.6 +7W44.8 +78144.8 83' +70140 +78148 +7148 +7W40 +71.872 +7W472 +7W44 +7W-84 +7144 +7178.9 +7079.9 +71.78.8 7$ +7148 +7W4O +7W418A +7041.8 +8070 +8W-70 +BW49A +8040.4 +8=•89.4 +80!49.8 +SW47.8 +8W49.6 78' +7149 +7140 +71.83.3 +71747 +BD/4Pl2 +881472 +8W482 + 2 +80482 +80433 +80403 +SW41" 84' +70149 +7149 1 +7W41.3 +SW -70 48041.8 +80681.8 DN TEs: 1j8EE SHEET 4 FORADDMONALBAMPLE CONFIGURATION. 2) SEE SHEET 4FOR SG9rBSER REMMMMINY& IF --•# # -- SEE 8HEET81 & 4 FORVYDI0OW ANCHOR LOCATION AND QUAN ITIE8.8EE SHEET 3 FOR ANY ADDrtuDWANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE 10'MAX. --s{ ASBEM6I.Y 1 TORE • • • YYB400W • • • MEOW !-�" I-- LOCATIONAND �FIEET 3 FORANYADDRIONAL REQUIRED FOR THE FRAME Y TUBE• •• • . Fwswxa m cawpt7iag oath+hp Piwld Darr ,: gWAB 0 Da FOR GLASS TYPES: TABLE 17.0 8) 7180 LAML IG: (3116° AN -1/4° AIR -3/16° AN -.OW SGP - 3116° AN) FIZZ" "o cvcvms �1,e nm 8) 7/8" LAML IG: (3116° T -1/40 AIR - 3/16° AN -.09T SGP - 3(16° AN) Da Ilk4N4870VY HEIGHT wom SEE SHEETS 1 & 4 VNIDOWANCHOR FOR (L� LOCATIONS AND CUANDT�S.ad (q (7 Z TABLE 18: 04 , O J o O Lu o 0 t�L In O Z w CL ~z 90 0 Z LU 11ti FRAME w 0 V 10 -MAX --►� r+-- i • • • • • f • • m TABLE I9: • ♦ ♦ • ® oN{•a� T YP4iD0YV • • • • • • • � � AVWndw Wit qs FIEiO}IT • 007aaDov7 FRAME s • • • • •ate' gai' s vmmm Fid Y II ••• • v� � 04 1T MAX. tlY�TH (4b IF REQ. • 9 a • z te ADDITXNIAL SEE SHEETS 1 & 4 FOR ANCF�R LOCATIONS AND QUANTI'IIBB•BES15iiEEil • t t t t l ca) IFREQ 3RECAFOR IRED OR J! e•� ON1 GYIJap/jy � I vow= TUBE. • • • 4� a�' •' �CEN3f ♦ f p tie • • NQ.6S705 • SEE SHEETS 1 & 4 FORbY04DOW ANCHOR • • • _ • • • * • LOCATIONS AND QUANTITIES. SEE SHEET • • • = ♦ 1►• 3FOR ANYADDITIONALANCHORS -b'; TUBE�FORTIEFRAMEASSENIBLY ��0'•. gtAtEOF �'''•..FLORIOP.•' NOTES: IIIW 1 4 FOR ADDnWXAL8AMMECQNFKI)RATIONS. 0. P.E.LYt81M¢IER 2)BEESHEET 4 FORSHWISER REM11REMENTB. 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PVC 64 32D ScreenSpiring Simon Steel 70 1% Add-on FWM 8083.78 Ahan. 71 7001 FiramAmyTube 8063-76 Ahun. SO 1 68.32x IM PIL Pa. Math. Scr TYPE B Sta1Mas steel SL 1157 Isicurplupirtsta Stainless steel 82 08x W Fl. Ph. SMS slelnlets steel 83 fi8x7 8" FL Ph. SMB Stainless Steel 84 Ngx 1" FL Ph. TEK Stables Steel 85 #Sx 1" Quad Pn SMB Stowe" Steel 86 8SX 1-Vr QumdPn SMB stakktaes stet 87 1#20 x IM Ph. Pn TEK Stelnises steel 89 810.24x 91W Ph. Pn. TYPE F SIMRINS Steel 90 912 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS a DETAILS SHOWN FROM THE WT6RIOR S TF SASH 1 --►j .OB'P NOM, •�' .112V 2a,8• jl . LS I .439' Aw 2.709" NOM 1.189' .082' I 2�, 2138' Aw 1 FRAME HEAD, 3 SASH TOP. 71 FRAME SB -L & JAMB BOTTOM & SIDE ASSEMBLY TUBE #7002.6M3 -T6 #7003, 60MTO #7004, H003-78 2.203' 'J .0411' 1mv 447 MED mr �ANCHOR PLATE SCREEN FRAME ADDON FLANGE \/ #7071, 8083-T8 60 #7000.683 -TS 7� #134,6083 -TS ���``�`i 4YNN•M/ r'�i� • ��: J�SF Jv��• Q 3 rg 13 � w�� ••'• STATE OF�:Y: � O : • 'i'��'•.,!�LORIOP.X 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 B 36 BEAD c %� A. LrP. ME NOKOP-OlkLS. FL1529 34274 OBEAD #70381 8083 -TB #7042, 6083-T8 CERT. OF /U TFL #29298 • 04,49•• �+— .172' • • 0000•• r • • • •• a0.00 • 000000 • 0000 • 0000•• �. .080' • xw ••04,•• • • • BEAD D 4,0•• • • 0000 • • • 37 0000 •.•• .•... #7059, 8083-T8 49PFOR daIcampbug.lerme • ���``�`i 4YNN•M/ r'�i� • ��: J�SF Jv��• Q 3 rg 13 � w�� ••'• STATE OF�:Y: � O : • 'i'��'•.,!�LORIOP.X 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Gi���` % `` s��..... %� A. LrP. ME NOKOP-OlkLS. FL1529 34274 P.E� CERT. OF /U TFL #29298 •••••• PLarLtMe •••• • w mak• p�, �••,� •• bpAe •• tensed Drs Datm • • • • • • • • • r0Y18nd W. DOW 40411 • • • • • • • • • • mora ale • BOMND CORNER VIEWS 4, 4,; 4, J ROSOWSKI ASEMENT WINDOW DETAILS - LM & SM 08108/12 Smke/Modey' Seater SReet aro+ds8 No. Rer. CA -740 NTS 10 OF 10 MD-CA740-LM