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WS-12-866Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 173604 Permit Number: WS -5- 12-866 Scheduled Inspection Date: May 31, 2012 Inspector Bruhn, Norman Owner: KOVACEVIC, IDRIZ AND SANDA Job Address: 9105 NW 1 Avenue Miami Shores, FL Project <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)496 -8914 Parcel Number 1131010160110 Phone: 786- 298 -7624 Building Department Comments WINDOWS REPLACEMENT Passed r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 30, 2012 For Inspections please call: (305)762 -4949 Page 14 of 26 • 1 BUILDING PE FBC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. PLICATION IMCMEVIET tql MAY 15 20.12 BY: Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): T.-)) Phone#: ' Address: T - 0- T City: I , State: __ _— Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: , City: Miami Shores County: Miami Dade Zip: ,;12°' --2) 7-3) "----- Folio/Parcel#: Is the Building Historically Designated: Yes NO 1 Flood Zone: CONTRACTOR: Company Name: _71; ky_ , Phone#: , Address: , ,.."T'4 ., .--'7, ---i,., -' • • •r • • .,,, - •:,• • - ,..7 City ,. .'..-/".( ,'_-,-_,.,:://-i ,0-:-':c4 State: .1 (i'-,,,,,/:?1,-.'.i,t. ••=':- Zip: ; :--.) " -- 1 i'l r:13'"1" Qualifier Name: o.ii-eve,..T i icc-Karaf- Phone#36,- i 1( State Certification. or Registration #: C...44 t3 ( 1 ..‹-'W1 Certificate of Competency #:. Contact Phone#: 10S '- )-5(9 -- )({ tk Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $.01 4C4•5°- OZ1. Square/Linear Footage of Work: Type of Work: OAddition DAlteration New CIRepair/Replace ODemolition Description of Work: \42.,:r1;ICti-1,5 ********************************* *****Feeto****************************************** Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ cop Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT,RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTLF,RS, HEATERS, TANKS and 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 i Signature // Owner or Agent Contractor k f �f y The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ► '1 , 20 i ' by G rC G & 0 I t a C day of 1 20 ( , by .. .3 who is i - rsonally known -to me or has produced who i • rsonally kno i to me or who has produced M identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: I"--- • L ,iesi, _ da w .11W ,,., t .�iPRY tip•._ EA E. SOTO Print: �.1� NOTARY PUB : IC: My Commission Expires: k Notary Public - State of Florida • My Comm. Expires Jul 6, 2014 cec Commission # EE 6372 °'•° itss' Bonded Through National Notary Assn. * *** ** * ******** ** ** ***** *** *' ** * * APPROVED BY •/2/.1. Plans Examiner (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE ii 1111 11111 - . m CFN 201280314839 OR ,lac 2806 Ps 4124; tips) RECORDED 05/03/2012 12:24:04 HARVEY'RUVIN, CLERK. OF COURT 11IA11I -DADE COUNTY, FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice off Commencement , /_ _I �C 1. description of property and meet address: c.� f 11/4 f: &(2 / h. s4e �' 4k4 ' /,O I) w I shk pUeuw' orb /�G 33ist U �J 2. General description of improvement 3t. f 7L' .fir -ILL. ' 1,... 3. Owner(s) name and address: 511 Al !;�- ,F, /1�. )f ® t1, - KO f/./i -( NC. 9/n5- »(c/1 e, di iu..4u' arter ,Ft. 33/5a interest in property: nt./r Name and address of fee simple titleholder (if other than owner): A/JR 4. Contractor's name, address, and phone num _ 020032 S) 4 %1- Court/ 5. Surety: (Payment boned by owr(er from contra Name and address / Amount of bond $ 6. Lender's name, address, and phone number. N %M any) 4'470 (air gr:PPAIIIWArMfir=re irg 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section Z.1113(l)(a)7., Florida Statutes: Name, address, and phone number :/J 8. In addition to himself or herself, Owner designates the foliowUg person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes: Name, address, and phone number 9. Expiration date of the Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FiRST INSP ON. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFO + OM NCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of Owner or Owner's Authorized Officer/ Director / Partner /Manager Signatory's Title/Office 400A- f feb/4-06LPc- Print Name 1 ,( The foregoing instrument was acknowledged before me this I � day oft ` +"ir , 20/ by �Ct 0 V C�i C 21/t c W" r�-2 r— ( of authority, e.g. officer, trustee, attorney in fact) for /` (name of party on behalf of whom instrument was executed). Personally Knov� `y OR Produced identification Type of Identification Produced Signature of Notary Public — State of Florida , VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES, Under p Ides of/perjyyy, I declare that 1 have read the foregoing and that the facts stated in it are lute t8th�tNt8f rr`�knowledge and bekJ Print, Type, or Stamp) ct""Y Prim, ERICA E. SOTO : t+. Notary Public - State of Florida Commissioned Nams! = My Comm. Expires Jul 6 2014 ots of Notary Public o ; + orr Commlaaioa -# LE 6372 '48AVros Bonded Through National Notary Assn. e of Natural Person Signing Above Turn Over for Instructions Sanda Kovacevic Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT X10 co VMS X.t. FEDERAL STATE AND CORM RULES ANO FIEDUIATO. O 0 ECEOillED MAY 15 2012 Contractor. Superior Replacement Window & Door, Inc. Lic. # 03BS00463, SCC131150259 21032 SW 91 Court, Cutler Bay, FL, 33189 Ph. 786298.7624 Fax. 305.256.9411 5/10/12 Sheet: 01 of 01 Drown by: Fachada Designs infoOfacho Ph. 305.88.008 Mobile. 984.445.8079 7117. JAR3034 .U04 WPM 301AMM100oT7031+au? etVITTA 1 rl 14 1 VTR i+ 1 rilA ITAIM Contractor: Homeowner: SRW & D, Inc. Idriz and Sanda Kovacevic 21032 SW 91 Court , Cutler Bay, FL 33189 9105 NW 1st ave, Miami Shores, 33150 Tel: 305 -256 -1411 / Fax: 305- 256 -9411 Lic. # 03BS00463, SCC131150259 Mark Window / Door Type Approvals Width Height DPS ( +) DPS ( -) a¢, ., ._ � xi.ii�. >-x.1k ,r. i . ..s� � ,..s- o-* em..J.9 r,,.e,t - e ..k p'. r ,' inum�� a. �. ��°0 ¢ �, .§- 3a�'r'a �s�. ��"a'�`#.� e��,l.:? �'..'!t�A 47 f, *!'.r.!x��, ,. A� ..��r rx�� +`i ,,, it e a k'' e:,... X �/ , ®t �'��,k'�:��., � i! ti . 4. r..,��:�8� , ,:.nk�4r" ",:ik, mow, ,n: Wt {l 5�.: �E... ",e 2 PGT- Series "HR -710" Aluminum Horizontal Sliding Window NOA # 11- 1114.04 74 38 3/8 75.0 75.0 4 PGT- Series "HR -710" Aluminum Horizontal Sliding Window NOA # 11-1114.04 53 1/8 38 3/8 75.0 75. 0 j a �¢ i „ �� to � t i r �� <��1k.d �,�&i ,`� m 4-r�1 ,0,1P, � ',IOC t 4, �, 6 PGT- Series "HR -710" Aluminum Horizontal Sliding Window NOA # 11- 1114.04 74 38 3/8 75.0 75.0 �€ k. p �G�,BrA+..N:. 'Y' " - T, 4 [ i�_.„: �FX � �..� 9„�.' 3�t,:,- ae.. �u. a .,k' k r'k �4��' ' kS ,k' *t °'" �Nl '�ka � �'fr ". X60.0 .,T�LV, x.rra .:i6v •. n:" c 8 PGT - Series "SGD -770" Aluminum Sliding Glass Doors NOA# 11-1018.14 72 80 60.0 60.0 A - �Ho F- ,'::r AFz:. ��^�f�(,Y 1 N�t�fi�r�'��t.ea, L "�4�.. � < "fi .y L.' ®.. .. �'�� I��b;:u.>. J. � -es rh J �5a�.�...Y� Mohia•J".;Rkt,f" f� ��JG4 JCn'.: ".�bskR WGa; � `7r 1 Y,#1 *_Q� 10 PGT -Series "FD -101" Aluminum French Door Oluumtsinwuimng NOA # 1 1 - 1013i` . 2 2 3 1/2 82 75. 0 75.0 p Q „ l K � } ) eF. -.�3 n 'n' 12 PGT- Series "HR -710" Aluminum Horizontal Slidin• Window NOA # 11- 1114.04 111 63 50.9 50.9 n .. ., <. , o- ,.,.. e...«P_'. .. : +. . �� Mm. ... x ,SF'n, r•_� M1t . �_ .xa 14 PGT- Series "HR 710' Aluminum Horizontal Sliding Window NOA # 11-1114.04 74 38 3/8 75.0 75.0 &`��Nti+} >!:,„ r �«, d` �4��Ma7n��re :c�."'��.��1?�'""��,�.7•�"'�. {�� .'xf �'��,.,��1� �e°`+:4�{� _ �5 r ��Y � . a. � t�+ '.' 16 PGT- Series "HR -710" Aluminum Horizontal Sliding Window NOA # 11- 1114.04 74 50 5/8 75.0 75.0 ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email. Engco@AOL.com REF. #: w 12 -12 Date: 5/11/2012 Contractor. Superior Window /Door Replacement 21032 SW 91 Court Miami, Fl - 33189 Job: Kovacenic Residence 9105 NW 1st Avenue Miami Shores, FL 33150 Wind Load Calculation for Components and Cladding under ASCE/SEI 7 -10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) 15.00 Feet Cladding Elevation 15.00 Feet Minimum IW/dth: (B) 44.00 Feet Low Rise: Buildings with MRH < = 60' and MHR <= B Roof Slope Roof Slope Reduction Factor 1.00 Basic Wind Speed Risk Category: 175 mph II Use Figure 26.5 -1A or FBC 2010 Exposure (Section 26.7) C a 9.5 Zg 900 Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country , grasslands Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 KZ - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt - Section 26.8 1.00 To be used when hill height H >= 15' Velocity Pressure (qz) 56.57 Psf Velocity Pressure (qh) 56.57 Psf qz= 0.00256. Kz . Kzt . Kd . V ^2 qh O.00256 . Kh . Kzt . Kd . V ^2 Section 30.3.2 Section 30.3.1 Tributary Area 10 ft2 GCpi (Int. Pressure ) GCp (Ext. Pressure ) 0.18 1 -0.18 zone 4 ( +) 1.00 Section 26.11 zone 4 ( -) -1.10 Figure 30.4 -1 (walls) zone 5 ( -) -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 53" from building comers Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 40.1 -53.6 End zone (a) 53 INCHES 5/11/2012 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL 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 THE PRODUCT APPROVAL DESIGNED RATING. Sheet W 1/1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) " BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 www.miamldade.aov /Hera/ PGT Industries - 1070 Technology Drive, Nokomis, P1.34275 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 (AHD. This NOA shall not be valid after the expiration date stated below. The Wfiami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Outswing Aluminum French Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets !through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, 13, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufactures name or logo, city, state and 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 arty product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07-0629.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. AP PROVED NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, F.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Ixltration 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) 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 1 Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25 /07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with 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. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to "E.1. DuPont Denemours" for "DuPont Butacite f1 PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 2012. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 ‘0 ,en 1. Ishaq L Chanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S) 1. Man OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1r ANNEALED GLASS PLUS AN .000 PVB INTERLAYER OF DUPONT BUTACITE OR BAFLEXJKEEPSAFE MAXIMUM PLUS (1) LATE OF 3/18° HEAT STRENGTHENED GLASS. B. " LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMA NOM. (.4861 CONSISTING OF (1) LATE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4851 CONSISTING OF (1) LATE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. a CONFIGURATIONS: XO. Oft, p,�X oxX, Me, AND 922cg 4. AOEEG : THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET TI-13 REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 6. S I . 6. S ":, II : INSTALLATION S =, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL- 8212, ELCO TEXTRON NOA: 04. 0721.01, 03.0225.05, ANSI/AP&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM 2006 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9.y �.,w; •NS .l ..x! +tll1;,kA_!i_L A.11* LOWER DESIGN ' - - FROM T c 1. OR 2. PREVAILS. B. FULL. LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 6), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1„ SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. • IKIMS sit - a•ii ti 112" GLASS BITE EXT. -118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFiEX#<EEPSAFE MAXIMUM IN.- 3/18 " HEAT STRENGTHEND GLASS .402 J -� 3/811 LAMA NOM. GLAZING OPTION A OR B, NOTE 1 0 e1/2° GLASS SITE EXT. - 3/18" ANNEALED OR FEAT STRENGTHENED GLASS .090P.VB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .485 7116" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS » 1 GLAZING DETAILS... 1 DESIGN PRESSURES 2 ELEVATIONS3 VERT. SECTIONS 4 HORIZ. SECTIONS6 PARTS LIST 8 EXTRUSIONS 8, 7 ANCHORAGE 8-10 Alto MIN* aaa NC NW wear MN arable: Maim a a A trades PRO SOISCPWOHMAIW C AtMVWQ OMAN, OV6 4LL AIm1 MMISMA A=WE sammeragniumuroDatmenso. mime WMTEONIOLOOYORAls OTES AND GLAZING DETAILS w ae�a Bar ALUM. FRENCH DOOR 8 SIDE LITES IMPACT k84 4 Vbfbito &r x 0 10 'amyl • 1100 5-1 00. tYNlt - 1#40/), * : No. 58708 * I. i o• ,:� ......DP•.Cry; FL P.E.# 53705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS hi APPROVED CONFIGURATIONS: X, XX, 0, 0X, X0, OXO, )0(0, OXX & 0)0(0 (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLA88 TYPES A, 0, C OR D HEIGHT I WIDTH la WIDTH 3° 371/2"18° 713/4" 0 WIDTH 8 - 79 314" 7° - 833/4" 873/4" 913/4" 80- 963/4" +76.0 76.0 +76.0 -76.0 +76.0 -75.0 +75.0 -75.0 +76.0 -76.0 m S&IGLE SIDE LITES WITH GLASS TYPE A ECM +76.0 -75.0 +760 -75.0 +75.0 -76.0 +76.0 -76.0 +75 0 +78.0 -75.0 +75,0 76.0 +76.0 0 WIDTH 8I OLE DE 36 314" +76.0176.01 +76.0 76.01 +76.0 -76.01+75.01 -75.01 +760 -75.0 -76.0 +70.4 -70.4 ES am =CB +64.2 +63.1 -76.0 -64.2 -63.1 TYPES B, C OR D TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE UTES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & 0X0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, 0,CORD HEIGHT WIDTH zg WflDTH 88 - 793/4" 7° - 833/4" 873(4" 91314" e°- 963/4" 2° 261/2" 4° 47 3/4" +88.6 -68.6 +68.4 -55.4 +624 -52.4 +49.8 -49.8 47.4 -47.4 27112" 613/4 +64.9 -64.9 +51.8 -51.8 +49.0 -49.0 +48.6 -46.6 +44.3 -44.3 291/2" 663/4" 61.7 -51.7 +48.8 -48.8 +48.1 -46.1 +43,8 -43.8 +418 -41.6 26 31 1/2" 50 693/4" +49.0 -49.0 +48.2 - 46.2 +43.8 -43. +41.4 -41.4 +39.3 -39.3 2° 33.1/2" y-+ 83'3/4° 361/2" 67314° 3° 37 1/2" 60 71 3/4" +43,1 -43.1 +43.1 -43.1 +41.8 -41.8 +39.3 -39.3 +37.3 -37.3 �� `®�� -36.8 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE O WIDTH SIDE LITE OLASSTYPES A,B,COR0 10 314" +75.0 -78.0 +76.0 76.0 +76.0 -76.0 +76.0 -75.0 +76.0 -76.0 12 314" +76.0 -76.0 +76.0 -76.0 +75.0 -76.0 +75.0 -76.0 19" +760 -75.0 MIMI : +86.0 -65.0 ECM IMMIEM -810 CMCM 273/4" 381/ " 36314" +52.9 +35.2 +34.0 -62.9 -36.2 -34.0 +61.0 +49.9 +35.2 +34.0 -49.9 36.2 34.0 +472 +35.2 +34.0 -47.2 -36.2 -34.0 +66.0 +44.7 +352 +34.0 66.0 -44.7 -35.2 -34.0 59.0 -69.0 +52.4 +42.8 +34.4 +34.0 NOKOMI ,R.9 AO.igXclme t FL8 74 -52.4 -42.6 -34.4 -34.0 NOTES: A1. GLASS TYPES: A. 318" LAMI (1/8" A, .090 PVB. 3/16" HS) B. 3/8° LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/18" A-090 PVB, 3/16" H8) D. 7118" LAMI (3/16"11S-090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX OX/X0 WIDTH = 731/2" MAX OXO WIDTH =1091/2" MAX XXO/OXX WIDTH =107 3/4" MAX 0XXO WIDTH =143 314" 3. SW4OLE DOORS 33 6/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS 18 NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 6. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: 6. A EX.AFROMTABLEI. OXO WITH GLASS TYPE A 30" WIDE x90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE =+87.8 /-87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x86° HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE = +43.6 /-43.6 PSF EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x80" HIGH DOUBLE DOOR WITH 26° SIDE UTES DESIGN PRESSURE _ +43.1 /-43.1 PSF FOR COMBINED DOUR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE UTE CONNECTION SEE SECTION E-E, SHEET 6 FOR REINFORCEMENT DETAIL. inancr swum DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT F x 2 r 10 rift- 110054 1c ,,0% 1IItlr,tf N,��l LYNN NS6'��'* * f q+3, WOO • FSIONAGv` . A. LY6LLEO.E. FL P.E.# 68705 73112° MAX SEE NOTE 4QXORXO 371/2' MAX. 1 71314" MAX. 24 8/18° MAX. DLO (TYP) 95 3/4° MAX. HT. TYP. X ram DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X = DOOR WIDTH - 1218/16° DLO WIDTH 'XX' = DOOR WIDT /2 -118116" SIDE LITE DLO HEIGHT in FLIGHT -11 3/8" DLO WIDTH =WIDTH -3118" 1. ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND S. 3. SIDE UTES OVERLAP 'X' AND 701' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'XO','OX', '0X0''XXO','OXX' AND '0)0(0' CONFIGURATIONS. 4. 6. CLEAR OPENING FOR 'X' AND XX' DOORS TO DOOR IRS WIDTH H - 8.84A88J7Y D00R DOOR WIDTH/2.4.079) ('X' DOORS = WfOTH - 6.848) PO(' DOOR ELEVATIONS ALand UM. FRENCH DOOR & SIDE LITES, IMPACT Faun I �I 3 d 10 I ic" 110064 IY° 0 rill" IX Ar10b Aifthals olifirer fosemowsum MEME INTERbR M DLO MA DOOR HEIGHT . MAX. DLO SIDE LITE HEIGHT Yledla stitt SL VIEW G-G CORNER ASSEMBLY 489 DOOR SECT. A A VERTICAL ?WNW SL SECT. B•B VERTICAL. * / No. 58705 * ' 4 A LYK94981 AER PE``' FL P.E.# 58708 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO SL SECT. E -E HORIZ, (DOOR W/ SIDE LITE) EE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY SL WIDTH INTERIOR MAX DLO SL SECT. F-F HORIZ. (SINGLE SIDE LITE) areeir Orr AMfOne faiaff o .6t POMP FR Waft DM FA _a' ' Somas Z ?1 p7 rte.. WOW MI ORM MN &NW NO CHANCE THOONEW ahavA2.1000RWilNDSUir1080010N0414 waits= tarn, einre 71010101.00)1. ORM FL1 Azar MB MX VF.R77CAL SECTIONS ALUM. FRENCH DOORS SIDE LI ES, IMPACT FDWI 72X 11 0 10 110054 10 88 1.81X1 - EM ' O 8 PGYT:# DESCRIPTION mou ammo. Q =T Jim ik T�.wr m ■ '�i: �I�:?:1Tf�: IITIV,Yr • `;.r• S •• 4 PiA -- 2 • T:T K Zi 7 LA PH. Y :. S.S. W/811" • `' P TCH �C�t1:��3� L, a►' �'id�.ir:`�3:r•�7TjratT,] -�!T =� ILA U3111111 Mae ?.' w X18 cr. -iniiiimmiumm 7:T:71�i: LimmKm La tin y + iT� •l T.. �...�r� T.l rr► i ui/. : a!/' •'r17y-`71iicill ::i;';•I► •1. -: fi•I111111111/11111 r,k ALTM9;1:T•ia.liLiFIC f•T,17T ? ILI LUM I 7 -"11"1 r[I{.I!y;`I:TIP,'c um wow ■x]140 j /Filti<<�:ii� ', : ,•.. _ fzIT1TIVial c7= 3i.T]fF :rf7F?,?,7; ci`�■ wais 14 18 WS = .:. . FILLT -SLOW URY - <r • 1 • LDED) ■'S 91 T4 ._: $ BO . ,.: • IL ail 121j1MUMINIIIN 1E1 Ma= X1130 [5i.•7•T:� = 71:� _.. ' rEL,,Tz..LLrl�i� t`'/1u�.Ti' ix ;iT �Tjf(�st1:1:t= I:iEi:1�1 38 8/ 1: "'TT` cli 95' NUT ■ L'AIIII)L1'11 =14014 g.: 1['7'T.7i,iiri ?1JT g1u7F?14 ) it :r c CiTt51Ji�iI34F7:I:Iic%18�1�'i�l Lai p,alw tv/IYTZT411FITI Y) la raj.. riTSPTO.VIIIIVIMIT4 TRW 1 Ka OM/ -' c*�' 1Firil �ir,rd7 is jyTl+fn'1 —571 r. umuL :k'1► i7c�7Tll :�:51:?Tc IfiR�iiytl?iTF�yci� LI ►Y.. — - n1- Tr' =r ell (0 7• ?OK 7834F X.780 Pit. FL SMS .(4 41 ! :) LJ930 41721 Di;li:ilfAlinTg:idi 82 53 Kr Ell 18 ii 1e? i, -'°171 • 'YE 0 k.780 • H FL SMS Ej [ T,r•:,r Q 81 DWG 8 POT# DESCRIPTION 920D 8188 IA MANI mom iLuau, K2 Lam 1: JTicT.S=1 :4 ta Lame EDEN= FIIIV734:44KUTC•7:1:/17.7A11111111.1111111111/.1 El am. [:r7��iid�I�z "f3�i: Kin REA 7x�Ctlit'LFnimmi :I•I :51 :1I l.i. F5:11:11V411-277.1•1111/111111111111 781 1841 8 - 11ITc 114. A TrC : T•' 11 ,•X1 X " /PSA :f ), DEAD, 3/8' : dTi T--- `TOR ci " v . ; c Ii•:T r:•F. 2 . 7 " . , -r- 77:1171 xr: GLASS, 3/8" LAMI.1/8" A .90 PVB, 3/18" HS GLASS, 3/8" LAMI -1/8" HS, .90 PVS, 3118" H8 CLASS, 7/16" LAMI - 3/18" A, .90 PVB 3118" HS GLASS, 7/18" LAM - 3/18" HS .90 PVB 18'148 jt s., r�.•�•'vn. — „, r.T_T.:.. v ' -r..•' -• Y �1]'i ....'.,:a u �” �7T'fZiR'^! -r:tw. _ 1IS \\ �\ 1.. • - S f %3.1i 3: . �� .s04 --01 n .360 .055 •1 OUTSWING THRESHOLD CHANNEL COVER 8003 -T6 h•-- 2360 ----01 281 J 0 TUBE MULL 8083 -T5 1.000 N, - _*ot .z2- ��4 op owi I. II, 1111=11111111111111111: WM kik r; .L 7 ••yy+ j� r, r.r:lJi'3l1,i:1 • E� F.K 7 1.l• 881/d7 PARTS UST MOO twomaimoarimi E18 ALUM. FRENCH DOOR & SiDE LiTES 9 IMPACT Pa a Baer I m I B of 10 1t"4.111005-1 r;:- G `,atTUt +,h„ 4YA1N NG #cam: I1o• 58105 41- ,pan w� A. LYI4t4 MiL )2 P.E. FL P.E.008705 -.) DOOR PANEL t 30I TOP & BOTTOM RAIL �✓ 8083 -T6 .060 U T - FILLER HEAD ADAPTER 8083•T8 3.000 1 1.479 .060 .079 1.489 3.000 OUTSWING THRESHOLD 11 x.78 air DOOR PANEL SIDE RAIL 8083 -T6 0 1.600 1 60 1 TRUSS CLAMP 8033-75 DOOR PANEL INTERIOR ASTRAGAL 8083 -T6 L .883 310' GLAZING BEAD 8083-76 tap L .760 "r1-3.10.-1 ---- 3.100 -j I .076 0 DOOR PANEL. EXTERIOR ASTRAGAL 8083 -T8 72 O 1118" GLAZING BEAD 80E3 -T6 SI. HEADER 0 SL SILL 6083 -T8 �1 8083 -T8 4.588 5.212 3.000 r- 1.480-1 2O DOOR FRAME, JAMB 8083 -T8 X1.6778 ■1 .890 3.000 SL JAMB 62 8083-78 66 ADAPTER 1.820 .280 -4 �+-- 37 WEATHER $TRIP CHANNEL 8083 -TB 0.376 .125 rairixiii, now Asisoam oeitatki, +rw'; 2 2. aeY ORM 12.4 Ma? NOMM .1274 r EXTRUSION PROFILES FRENCH DOORS SIDE LUTES, IMPACT imam* waft FDWOt 11r.Ix 17 a 10 I 110081 10 .ILYNNM/�i /,, * j No. 58705 erne rte' A. LYI41 MILL R, P.E. FL P.E.# 68706 S1LL j ZONE "C" SEE TABLE 3.. SHT. 9 HEAD ON � WE � 1 Z1 }- SILL NE-i —z, "O E- SEE TABLE 7.. SHT. 9 "E° ZONE "D °ZONE "D"-1 \ ,,A XX SILL ZONE "'ZONE "D"' SEE TABLE 4., SHT. 9 1--ZONEE""E°I 0 SILL ' ZONE "E"' SEE TABLE 5.. SHt 9 HEAD 1 ZONE "D" ZONED""1 XO OR OX 4-„_ 8ILL —4— 88LL 4 `" ZONE "D" ZONE "E" mayswiaiss, HEAD HEAD HEAD ZONE °1°�ZHEAD � f—Z t—ZONE ° ZON t —I—ZONE 4 JAMB ZONE A --{ '/ <;(ip OR \ \ OXx \ > x MM .�� OXXO xx / //, .. /. �ZONE"D "z "F"�z � SEE TABLE 7., SHT. 9 I. ... M x x X L K Y MM ••f1 x MM .�� OXXO xx / //, .. M s" tt xx 1 v" M L x x it X x x 1 '\ "� w Y"O" ILL L ZONE`' ZONE V ' ZONE "F' ' "E" SEE TABLE 7.. SHT. 9 OF EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 190 x83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS: B. 71 3/4 "x833/4" DOOR ZONE "F" ANCHORS FMM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 MEM TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +8+6+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL NOTES: 71 3/4"W 7X ' DOOR WITH 19"W 810E LITER IEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS 2.1/1" ELCO 884 CRETE -FLEX MASONRY ANCHORS 3.#12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE QM ANCHOR LAYOUT ABOVE. MIL O= MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. AitolawNt =18 2.- Opr w..s ly .q Notatep +niatp ftg Illatdest FdL aft MAW awv BAWD? FJC Rails O IPOPMA 01111l u1B!!► » • APOWIGIMOSISIM A Mociad �a 1 NOKO IS FLT xa .Fi3T4 Vie* Behr ANCHORAGA CONFIGUR4TION8 law ALUM. FRENCH DOOR E BIDEUTE& IMPACT NTB 18 d 10 Immaaw 1100 8-1 I 0 ,��i111t1!!!!t!�' ∎\‘ N.I LYNN A/ �?� • •?'* * . • pyp. 68705 • .. p ' STAN' of S: 'f,sNAL' A. LYPIN MILq!LI;,,P.E. FL P.E. #58705 TABLE 3.1 DOORS GLASS /YAW ANCHOR IYP 8 6U8SIRA A,0,0,0 %P -28 TO 37. 2,3, WOOD 1,1, CONC LOAD ZONES TABLE 4. DOORS (ALSO g DOOR OF X GLASS'IYPES ANCHOR • &•.1 A, S, 0,0 & SUBSIRA WOTH x 26.50 x 79.7 83.7 87.7 81. 00.7 27.50 x 79.7 63 87,7 81. a. 29.80 x79 83. 87. 81. 95. PINAUSIM "XX - 47. TO 71.7: WIDTH HT. 1313®1I ©13 -,Oo ©DO© EMU 0E113 onn 0013 :,n©onoo 13nE713n13 ,o0Elno13 n© ©0013 ,fEIE100E7 : nminn :130130013 •130130013 0E113 0E1131 = a©13D©EI :001313013 13E113113E1131 :13131301313 ©130 ®13 . no 90 1313131 n©[10EI13 nnnrin13 ©El 90 0E113 ©EI1317E113 nn130E]13 131313331313 13©1301313 • 0E1 10 013E1 .131310non 13131301313 nn13DE113 ©0 10 0©13 ,®E310 DIM ,110 10 non 8 31.50x79. 83. 87.7 91.75 95.7 33.60 x 79.7 83.7 87. 91. 051 36.60 83.7 87.7 91. 0 37.80 x 79.7 83.76 87.7 47.75 x79. 03. 87. 91. 85. 51.75 x79. 6a 87. 91. 95. 55.78 x 79 83. 87. 91.7 95. 2,3, WOOD 1,2, CONC LOAD ZONES TABLE 6. Q SIDE LITE GLASS TYPES A, B, C, 0 AICHOR TIM suasiRms 23, WOOD 1,2, CONC 8 TABLES. XQ & QA GLASS 1Y ANCHOR & SUOS1RA 1 0 ©130 ©13 13R1E70 ©13 13EJES0©© ti13E1El0 ©13 nEl ©0 ©1(1 010 ©0 ©13 13E1Ei0 ®13 E3tlE1tan© DUEi0©© 130 ©0 ©E7 13ElEi0 ©13 131IE%0©® D 1010©© 0E111113113113 E713013E7 o1313rI ©13 13131313 ©13 1313130© 1313130A13 0[!130 ©13 131313013011 131313D ©13 13131301313 131E 113c3 ©13 15111 10 0 ©13 1313on13 131�1oo1v13 13171]01313 EMI 010133 �E1E7 10 0 ®E1 131313o©r�1 '13 6 130©13[ EMI 10 0 ©13 nn DIM 59.76 x 78.7 83. 87. 81. 95.76 83.76 x 79.7 83.7 87. 91.76 87.75 x 79 83. 87. 91. 96 71.75 x78. 83.7 87. 91. 76 6 J '0" - 10.76 TO 35.76 WOTH x HT. 5 6 10.76x79.'• 83.76 87.76 91.76 95.75 0 4 4 4 4 4 LOAD ZONES 12.78 x 79.7- 83.'. 87.76 91. 95. 19.00 x79 83. 87. 81.75 95. 21.75 x 7916 83.76 67.75 91. 00.75 4 4 4 4 4 4 4 4 4 4 4 4 5 5 27.75 x 79.75 83.75 87.75 81. 95.76 38.13 x 79.76 83.7 67.76 09. .. 75 *75 x 79.7: 83.75 87.78 91.75 95.76 5 8 6 0 8 6 6 7 7 7 8 6 7 7 7 PA m22/Of ./4 59387 7P' - 26. TO 37. 80E IRE A,8,C,D 2,3. WOOD 1,2, CONC LOAD ZONES :r x HT. + p 10.76x79. :.00 837 - CO 87.0© 95. 4 313 oo •grin 87. 'oo 91.0© 86.760© 21.78x78. •.DE7 00 9815© 27.75 x 797:!0® `00 87.: 0E 01.. on S 00 .00 '17(1 .,Eio • 00 on •013 • ©13 91. 2.75 x79. 83. 87. 91. 95.7 18.00 x 79.7 83.76 87. 91.75 30.13 x 79.7 83.7 87. 91.7 98 38.76 x 79 83. 87.78 91.7 95. seountromarolos i.8 P.C1 '/878 11 sa74 V1,714 Batter 00 a© 0© 00 Do 0© 0M 013 00 00, 00 00 0©. 00 OD 013 OM 0© BO on 0® M TABLE 7. OXO, Mt, LIM 3LA88 7YP: ANCHOR TYPE 8 8U881RA A, 0, 2,3, WOOD 9 2, ODNC DOSSIXEMS TO 37.80 '70(- 47.7 -• TO 71. 80E LITE THx HT 10.75 z 797 83.7 87.7 91. 00.7 12.76 x79. 83.7 17.7 91.7 8. 19.00 x 79.7 83, 87. 91. 95.7 21.76 x 78.7 83.7 87.7 91. 06. 27.76 x79. 83.7 87. 91. 857 38.13x78. 83. 87. 91.7 95. 38.78 x79. 83.7 87.7 81. 95. LOAD ZONES 11 11 17E1 17© 13E` -1117 117 inn 8® 17EE1 - 1713 -1a© ,13E1 DEC (117 174 , 017 ..17© pfl 0E1 413E1 ,nn 0111 nu nn .'fl©•17© 1317 1717 an -nn C1© nu ":: an Ei©; 1717 1313 • 0d EMI =00 111 13E1 BEl 17E1 00' 00 1313 � En3 1313 93E1 an 1711 E 113 4' 1717 EAU nn 00, _ an -`130 ? [111 E7n= 01© onE13E1 131111113113 ANCHOR QUANTITYLOADZONE TABLES 1- APPROVED ANCHOR TYPES: 1.1/4, ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAOE SOLUTION ON SHEET 8. - IINUNits Pliddk An18u•wN• 01 Z„ 00160 00 ALUM. FRENCH DOOR d{ SIDE IMPACT NA 8 e 10 410051 0 `tit %tilOiti *V°7: No. 58705 3,4 K81 MIN. CONC. 1X WOOD BUCK, NOTE 2 114" MAX. SHIM WOOD!s ANCHOR TYPE 2OR3, NOTE 1 2X WOOD BUCK, NOTE 2 13/8" TYPE 1 314 " TYPE 2 1 3/8° MIN. DOOR HEAD (WOOD) '"''� 1 3/8" 1/4" MAX. SHIM I MIN. WOOD ANCHOR ON STA( CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAMM CENTERS, NOTE 1 1X WOOD SUCK, NOTE 2 114" MAX. SHIM CONC. ANCHOR, NOTE1 DOOR HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 13/8 TYPE 1(CONC) SIDE UTE HEAD (WOOD) SIDE HEAD (CONC) 13l4 "TYPE 2 (GONG) 1 114" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 314° 1 3/4" TYPE 2 (CONC) MIN. E.D. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2OR3. NOTE 1 1 318" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIN CONC. ANCHOR, NOTE 1 1/4" MAX. y.( SHIM •! , — 1/4" MAX. SHIM 1/4" MAX. SHIM P 43/4" MIN. E.D. 1318" MIN. DOOR JAMB (WOOD) CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, 1.51(8 MIN. CMU OR 2X WAD a NOTE 1 3.4 KSI MIIN, CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 DOOR JAMB (CONC) SIDE LUTE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 i i NOTE 1 EXT gu1 1.8 K81 MIN. CMU OR 3.4 KSI MIN. CONC. 4" MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 NOTE 3 x-4 /4° MAX. 1 Mir TYPE 1 ' •s.; t ••+ ° :. "' 1 314' TYPE 2 s•.. IN 4;40 —i3.4 KSI MIN. CONC. f 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE UTE SILL (WOOD) 2X WOOD SUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 318" MIN. (TYPE 1) OR 1/4" 884 CRETE -FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, 08 (TYPE 3) OR ELCO 1/4" 884 CRETE -FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 2. WOOD BUCKS DEP1C! KU AS ix ARE LESS THAN 1112" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR A8 APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 18 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 I8 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 18 WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1/4" MAX SHIM 3/8" TYPE 1 3.4KSIMIN. 3l4 " TYPE 2 CONC. ••}4• :t ZY , 1.— 13/4 MIN. ED. SIDE LITE SILL (CONC) MOWN MAIM =re 4.111odli Adsk010 1. 1: 0.134.1:7; �f (At.T $i2 Rated nrtrep aratep DON pX p.K Fd4 24124111 J. Daft MOM DON OWN B immure. peso= mammy no snan tR31 r411=tattraNta ADD DPIDA TYPED* 8ONDUO swim FL -ANCHORAGE DETAILS MONONA p�,�t ALUM FRENCH DOOR a S LITES, IMPACT t o1mO a pi, sax 14►#+b Amer as Fora 10 • 10 I�� 11006 R ��tttllt1111i1 `s•s.{ LYNN 1144( r��' * ; 140, 68705 ' I a i ail r1 • A LYNWIM(I i , P.E. FL P.E.# 68106 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY ALWAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 Scon: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05 /07 and last revised on 10 /11 /11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0826.10 and consists ofthis page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPROVED NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI ffED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMI' , sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09- 0826.10) Test report 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) 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL - 5993, FTL -6036, FTL -6001, FTL -6014, FTL- 6015, FTL -6017, FTL -6023, FTL -6024, YfL- 6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08110/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and YI'L 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10 /07 /11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08 -19- 09,12/03/09, 01 /06 /10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoroso, P.E. (transferred from file # 09- 0826.10) 4. Glazing complies with 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. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas (11) Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite '? PVB ", expiring on 12/11 /16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08 -19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09- 0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, B & C approved p by ittcc 11Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR I. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - I. TEMPERED HS =HEAT STRENGTHS) INTERLAYER TYPES - _ .090 DUPONT SENTRY GAS PLUS DBPVB to .090 DUPONT BUTACITE PVB 93 - 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 „OMR INTERLAYER. 94 - 7/16° LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SOP INTERLAYER. GM - 9118° LAMINATED: (2) LITES OF 1/4" jig GLASS WITH AN .090 DSPVB INTERLAYER 94A - 9/16' LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .080 INTERI AVER. 135 1`_,UMINATED LG. 3/18° T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED (2) LITES OF 318" HS GLASS WITH AN .090 DBPVI3 INTERLAYER. G6 - 1" LAMINATED LG. 3/16" T EXT. CAP + 3/8' AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 SOP, INTERLAYER. GSA -1" LAMINATED LG. 1/4" T EXT. GAP + 8/18" AIR SPACE + 7/18° LAMINATED: (2) LITES OF 3/16" GLASS WITH AN .090 DBPVB INTERLAYER. G8A -1° LAMINATED LG. 1 /4 °TEXT. CAP +6/16° AIR S PACE + 7/18° LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 S,QP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE BARM BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 18. 4. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCES: TEST REPORTS FTL-5980, FIL8993, FTL 8001, FTL -8014, FTL- 8018, FTL -8017, FTL- 6022, FTL -8023, FTL -8024, FTL -6025, F1 14028, FTL- 8031, FTL -8O33 AND FTL-6038, DATED 817/09. ELCO TEXTRON NOA: 07.0425.01, 03- 0225.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 NOA DRAWING MAP SHEET GENERAL NOTES ..... «. «...1 QUALIFIED GLAZING DETAILS............ 5-8 ANCHORAGE-........— .....7-18 DESIGN PRESSURES. «.«.7 -9 ELEVATIONS. .„..15.16 CONFIGURATIONS...—. 17 VERT. SECTIONS..—...18 HORIZ SECTIONS............19-20 2223 9. CONFIGURATIONS( SEE DP TABLES (SHEETS 7.9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A D.L.O. WIDTH = PANEL WIDTH - r B. D.L.O. HEIGHT = PANEL HEIGHT -825" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTB.13.15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE- FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR W000 APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4' ELCO S$4 CRETE -FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8° 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 ANCHORS SHALL BE#12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. 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) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST 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 1S REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUT ORRTY HAVING JURISDICTION. r-f '7:Intim :.n rn, end.va mum Conte Strength Requtremonte Head end 818 Jambs Concrete Un mu3ed CMS OEOetad t2MU Type 014. Kin. 8mb. Mln. Ed Min. Omb. SM. Ed Min. stn. 04 Boo Saracen 1/4" 9 910 2 1/2 1 1/4 2 172 1 3/4 2 1/2 /Mr 1 3/4 1 114 1 1/4 1 W10 1 914 2 112 Mco C etePlwt 584 1/4" 1 3/4 2 1/2 1 114 2 1/2 Not Peaaaa Conte Strength Requtremonte P.Hoob (AnchorTendan) Me* Ma rdIng Adapter (Anchor COntaete Sanded CCU Camrete GrmdedC310 71Pe DM. Ain. Emb. Min Mt MM. timb.l MM. Ed Mite. t b R M. Ed Inn. trlb. 311n. Ed Woo t�'aaan 1K° 1 214 2 1/2 1 3/4 2 1/2 1 314 2 112 1 3/4 1 1/4 Not Raoommended Moo Creta.Flter $$4 1/0 1 3/4 2 12 Not Recommended 1 3/4 2 1/2 Conte Strength Requtremonte Type Die. k' Mee Ultra= 114' 2700 M D 8718° 3! poi @ao Cmte.Flex $84 1/4" 3300 pal DeVnWono Emb. = Embed 90. Edge DNS Min m Minimum CONCRETE W$ STI NGTH& PY MAL a 1351/4/ Fu 4/3M" 177/ 8/ Masonry Stran281310Qclrsn.100 AMC C-90 Graded CCU ASTM 0.40 grout cadomdng /48e1//1a 2108281.2 an0 68309 9110. UNLESSrERW18E NOTED nowt mum ;N. I1-- 1/11 ;.1 Gave -2111G3Vr* J.J. 1 1/11 C FBC2010 CODE CHANGE PER r OWE comMarr$ /270 TECINOLOOY DR NOX0MA FL 34270 P.O. BOX IOW MOM F134274 r�J GENERAL NOTES) ERIES 770 AL 800770 N ii MSGD -LAN = 23 PGT 'Tlr"Tl Min. Ed UNLESSrERW18E NOTED nowt mum ;N. I1-- 1/11 ;.1 Gave -2111G3Vr* J.J. 1 1/11 C FBC2010 CODE CHANGE PER r OWE comMarr$ /270 TECINOLOOY DR NOX0MA FL 34270 P.O. BOX IOW MOM F134274 r�J GENERAL NOTES) ERIES 770 AL 800770 N ii MSGD -LAN = 23 PGT APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7 -9 f t. SEE Atn DP £ TABLE , SHTS. `,;1, 7 -9 n, ri ■ 1 n7 SEE D.P. TABLE, SHTS. 7 -9 nLa Nil Nil SEE D.P. TABLE, SHTS. 7 -9 t SEE t, DP %' TABLE Ark SHTS. AIL Ncr 7 -9 NI f ,(!7 t SEE + DP TABLE 1213 7 9 SS. Xp xo, OX, Xx, SEE D.P. TABLE, XXp SHTS. 7 -9 NEY NLY FLY f17 Yh ns L«1 f«.1 f.T.A rtA �, , �U NEY Ara, ei NEY j NE, Li Ii NU NE Y Nil NEY -- oxo, oxx, xxo, xxx . OXXp, XXXp Aik (4 t,. LE�i%EYNil /:1 La Tler FEY 90° CORNER MIRK, MORO limiliNww14.1)-401 '14 Wrath. Ilkio SEE DP TABLE SHTS. 7 -9 4 :111 Ff)' NEY 4F7 NEY /, fii /, NEY t ti ,c *ate FLYNrI NEVEY tiL•l �Ll oxxo, xxxo, oxxx, xxxx, XX POCKET DOO RSp ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. J 11/11 ` ' NO CHANGE MS SHEET — QUALIFIED CONFIGURATIONS AC* /:il Fkl Ekl iFl Nil Nil NE, Ll L) Nil rill NB/ CORNER, TYP. POCKET, TYP. Remit* aft SSW 0 B PER MIMI DADE Roan, Oa* flawikcis EME 71/1e109 A PER DADE �* b7HC o&' v9 COMMENTS COMMENTS 78707EQ07OLOOYO10413 =OM Ft 94878 as 1598 SERIES 770 ALUM. SGD - LMI FL 94274 PASOAN APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7-9 1 SEE D.P. TABLE, SHTS. 7-8 OXXXX(O, XXXXXXO, o)0XXXX, XXXXXXX )000 000(p SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 el. 451, P,N NV �3- IElI91 SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 ox)UUCXXO, XXXXXXXO, OXXXXXXX, XXXJCXxxx, XXXxXXXXp ammo J.J. WOW 0 NO CHANGE THIS SHEEP Rand a wr PER WAA0 A= COMM s 08105109 D OVSMO nn& P61 MAV O AIDE C OA1 Mp178 A 4. 1 Wk./,1 i6► `L7 [1)711 kVialk LEWtY [a�r3 Nuf 'cry J Plk AA AA Tel`fb7Yk7 I:\ ♦�1�L>Il NEI N.K>• tit, + Roddlateak 4z ffaftintise awl* er 107078OHNOLOiYERNE NOKCAffi, FL 9@71 PQ BQXW29 NO103104 PL 9274 QUALIFIED CONFIGURATIONS SERIES 770 M. SGD - LMI 8GD770 1 NTS 1 4 a 23 I °° P070002 I G IIIt11li1� `N.`O1,4 LYNN �j • tJo.58705 , a `i'vl � 11 8TATEOP ,�►� A. LYNN P.E P.E.988708 EXTERIOR 7/18" LAMINATED GLASS TYPES G3 9/16" LAMINATED GLASS TYPES G3A EXTERIOR 7/18" LAMINATED GLASS TYPES G4 9/16" LAMINATED GLASS TYPES G4A PlINNIUCT WINO Id* Retyl■ „mom, NejiTiga Itifiratimi 0 40N1n1 NO CHANGE THIS SHEET Ratdorr ROWIES atm 10 SMC MISS PER Mill DADE�O � R SMC 1070WOHNPtOOYDRNE FL P4A2B GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI mom I NrS 15. 23 I °"" PGT0002 I C -o P STA �a is ' ., F(ORtOA e Pao 60708 BR GLASS .090 DBPVB 3118°! to GLASS 318" AIR SPACE 3118° T GLASS 1" NOM. 314" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 glnaM 3118" HS GLASS .090 DBPVB 3118° HS GLASS stir AIR SPACE 114 "TGLASS 1" NOM. D TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A 3118" HS GLASS EXTERIOR .090 ne 3l18" Ill GLASS 318" AIR SPACE 3118" T GLASS 1° NOM. 3W NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 MEM 3118° HS GLASS .090M 3N8" HS GLASS 5/10* AIR SPACE 114" T GLASS 1° NOM. O TRUSEAL DURASEAL SPACER 1" LAMINATED 1.G. TYPES G6A titODAICT Af .IO1 4 Of WOW O. RIVICI 10/101 NO MANSE mow Atierbafii Wad IV Dana 11,16109 A PER NW DAVE DUMiENR4 Ewa ammo* ttem 0 R.t4 1 10107 IXOOrDRIVE NOW MIA P13678 .02.7p1727), 1ffim 234 GLAZING DETAILS Taw SERIES 770 ALUMINUM SGD - LAA1 =no J NT3 i @ a 23 I ° PGT0002 PEA DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STAND# 0 ASTRAGAL TABLE 1. > HEAD& 81.L (H&S) INTEILOGKC a JAMB ANCHOR QTY. >P-HOOK 03.7118" LANPNATH) GI.A68 - 03A- 8/18°LAN81ATED GLASS 05 -7118" LASS1A783 LO.U.- (3!16" GSA - 7118°LAMNATEOLGU- (114"Tg4R1AIR STRAIGHT & CORNERASTRAGAL CLUSTER PLUS INTEHNEDATEAktfOR QTY. Phi PANE. H & 8, ANCHOR QTY. Anchor Types: (3/16"11.8. / W013/16' H3.) 1) 1/4" ELCO ULTRACON (FORMERLY TAPCON - (1/4 "H8. /PUB /1/4"H.S.) 2) 9/4"884CRETE-FLOC TEMP ? /AIR13/16'1(8,/PUB/3/96"H.8.) 3) 15/16"UL1RAC)N 13116 HS. / FMB /3/16"H &) 4) *1412 STEEL SCREW (GS) °SEEANCHORAGE OWES 1 &2ON SHEET 9. UNIT HEIGHT 80 84 90 NIA LOW 2412" NOM. PANS. EL. WIDTH FRAME SIDE +80.0 PSF ' 44 a $ v $ ' VI v a o v ei ' v .. v GLASS TYPE- 3, 3A 8, 8A +80 -80.0 +80 904 +80 40.0 +80 -60.0 24 EMS C4 +1 C4 +4 C4 +2 C4 +1 C4 +1 C4 +2 04+1 C4 +1 C4+2 04+1 C4 +1 04 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P-HCOK 8 6 6 8 8 6 6 8 8 6 6 6 GLASS - 3, 3A, 8, 8A +60 -80.0 +50 -80.0 +80 - 80.0 +80 40.0 30 HAS 04 +1 04+1 C4 +2 C4+1 C4 +1 C4 +2 C4+1 C4 +1 C4 +2 04 +1 04 +1 04 +2 JAMB 10 10 10 10 10 10 10 40 10 10 10 10 MOCK 6 6 8 8 8 6 6 8 8 6 8 6 GLASS TYPE- 3, 3A, 8, BA +80 - 80.0 +80 40.0 +80 - 80.0 +80 -80.0 • 38 H&8 C4 +1 0441 04 +2 04 +1 04 +1 04+2 04+1 04+1 04 +2 04 +1 04 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 6 6 8 6 5 8 6 6 6 GLASS 'VP - 3, 8, 6A +80 40.0 +80 90.0 +80 - 80.0 +80 -80.0 42 H &S 04 +1 C4 +1 04 +2 '04 +1 C4 +1 C4 +2 04+1 04 +1 C4 +2 C4 +1 04 +1 04 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 1 P -HOG)( 8 8 6 8 8 8 6 8 8 6 8 8 GLASS TYPE -3, 3A 8, 8A +60 - 810 +80 -80.0 +80 -80.0 +80 -80.0 CL. +22 © H&S 04+1 CL. +1 CL. +2 CL. +1 CL. +1 04+2 04+1 04+11 C4+2 G4+9 C4+1 JAMB 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 8 8 8 8 8 8 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/480.., 2. WHEN USING THE 2 1/2" S ILL, POSITIVE WATER DP IS 48.87 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4 °, 3114" AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11/2 SIU. IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSmVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM THIS CONDMON IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WTTH FBC EGRESS REQUIREMENTS. e EXAMPLE ON SHEET 10 TABLE IA. SILL HT. VS POS. DP 811.1- RISE ( +) DEBBY HEIGHT LOAD FLUSH 1 -1/2° NIA LOW 2412" +40.87 PSF ME D 3-1/4" +80.0 PSF Hsi 4" +80.0 FLIP SEE 19:4133 1-3 DLO WIDTH m NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT -8.26" STANDARD ASTRAGAL. STANDARD STILES 80° OUTSIDE CORNER 90° INSIDE CORNER OH LENGTH 011 HEIGHT L SEE NOTE 3 QVER M OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER riseamiCT 1wedes 1" :12 "r NO CHANGE E Thv88HEET Ott OWN f1/1599 A PER NANDADECOMMEMMP Rend 8bM 8/0 0119 PER MIM0DADWCOMMENTS 05 "i"esr Col 101,0711COW LOGY DAM Asans as fs , R 34274 DP AND ANCHORAGE SERIES 770ALUMINUM SGD - LMI 'dems NTS I 7 ' 23 yes AM PGT0002 I C Pd !.4J, iiii t: .i1 - a>1ua - i R - ., • -Cp. - H - ..a DUTY 711 . -ii.1 SLY• ' 1:.-- SO S. Aihot•IYPes: 1) MW" 2) 1W884CRETERW( 3) 1118'ULI 4) 19128113.81 .SEEAI0013A0EP SAO ULII C@FtROA ) V(GB) T .Y TAPOON >MO & SILL (H0 MEL=CK& >JAMB Af0HORLTIY. >RH00KAN0I14RQTY. 04.7/181 LA?Rf2.TED LASS 04 •8/151IAMPIATE00EA88 GO- 788 "I..144TE0E4LL• GSA • Mr LAMS/MOMS • (1t49Dr.. 3TRAIE@i7 & CORMS ASTRAGAL CLUSTERKIJS141133MEDIATHSPESOR QTY. PESPAM (3148° HS. ISGP /3Y18' H8.) (1M H9.1 SOP I114°HS.) Me' TEAP,1AIR! 3116' H8. /8GP18WHS) lA8t /3116' KS, !&8+!&16' HS.) 16011320NSHREI'1. UN1tHEIGHT LOW - 2 -1I2. 84 101 +80.0 P&P 102 100 114 120 NOM %MTH LL FRAME g�1� Z1 N �Qj 3 Y N Fl 3 V N t(�§ fS N Y CS N N �,'� y L3 N W N O MASS 'TYPE - 4,4A,8,SA 80.0 -60.0 60.0 40.0 60.0 40.0 60D 40.0 60.0 -SO 80.0 40A' 80.0 -60.0 60.0 -80.0 24 H88 04 +1 C4+1 C6+2 04+1 C4 +1 C0+2 04+1 04+1 C0+2 0441 04 +1 08+2 04+1 04 +1 08+2 04 +1 04 +1 08+2 04 +1 04 +1 08+2 04 +1 04+1 -00 +2 JAM 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-H00)4 5 6 8 5 5 5 5 6 8 5 8 8 8 8 6 0 0 8 8 6 6 6 6 8 GLOSS TYPE - 4, 4A, 6, 8A 80.0 -80.0 00.0 404) 00.0 80.0 60.0 • 0.0 80,0 404) 600 -60.0 60.0 -60.0 80.0 -80.0 ii 30 H&8 04+1 C4+1 06+2 04+1 04 +1 084 04+1 C4+1 116+2 04+1 04+1 08+2 C4+1 04+1 C8+2 C4+1 04+1 C8+2 04+1 C4+1 C8+2 C4+1 C4+1 06+2 4.425 id 10 10 10 10 10 10 10 10 10 10 10 12 12 12 , 12 12 12 12 12 12 12 12 12 P -H00X 8 5 5 6 6 8 5 5 5 5 8 5 6 8 8 6 8 8 8 8 6 8 8 6 CflJ/98 -4,4A,8,114 6011 • 0.0 60.0 405 60.0 • 0.0 60.0 80.0 800 450 60.0 - 60.0 60.0 -80.0 80.0 •E0A 36 1488 04 +1 04 +1 08+2 04+1 C4+1 06+2 04 +1 04+1 C6+2 C4+1 04+1 08+2 04+1 C4+1 06+2 04+1 04+1 08+2 04 +1 C4+1 C8+2 C4+1 124 +1 08+2 .1026 10 10 10 10 •10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 8 8 6 6 5 5 5 8 8 8 0 6 8 6 8 0 0 7 7 7 7 7 7 GLA88TYPE- 4,4A0,OA 604) 460.0 80.0 40.0 80.0 404) 80.0 60.0 800 -804) 004) -609 60.0 -80.0 60.0 -0A 42 MSS 0441 04+1 10542 04+1 04+1 C8+2 C4+1 04+1 08+2 C4+1 04+108+2 C4+1 04+1 C0+2 04+1 04+1 06+2 04+1 C4+1 C0+2 C4+1 04+1 ` C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 6 6 8 8 5 6 8 8 6 8 8 8 8 8 7 7 7 7 7 7 8 8 8 8 GLA08 TYPE •4.4A6,8A 80.0 40.0 00.0 40D 604) 405 80.0 -80.0 60.0 -80.0 60.0 -60.0 80.0 -80.0 80.0 -80.0 48 ff H&8 MS C4 +1 C4+1 00+2 04+1 C4+1 08+2 04+1 C4+1 C8+2 04 +1 04 +1 08+2 C4+1 04+1 08+2 04+1 04+1 C8+2 04+1 04+1 08+2 C4+1 C4+1 C8+2 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-H00K 8 8 5 6 8 6 6 8 6 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9 OLDS YPE -4, 8.0A 80.0 -604) 004) 40.0 00.0 -60.0 60.0 -80.0 PANELS OVER 48" WIDE NOTAVAILABLE OVER 9' HIGH 64 868 04 +2 04+2 05+2 04+2 04 +2 05+2 04+2 04+2 05+2 04 +2 C4+2 05+2 ass 10 10 10 10 10 10 10 10 10 10 10 10 p -HOOK 0 8 8 8 0 8 0 8 7 7 7 7 C - 4,4A0,0A 80.0 -60.0 804) -50.0 60.0 -60.0 40.0 C 60 ) /' '�`J $ H&3 04+2 04 +2 C5+2 04 +2 04+2 05+2 C4+2 04 +2 Cs+ C4+2 C4+2 06+2, 10 J 10 10 10 10 10 10 10 10 10 10 P4400K 8 8 8 8 0 6 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114" SILL. 2. WHB4 USING THE 2 Ur SILL, POSITIVE DP IS 48.87 PSF MAX. WHEN USING THE 4° SILL POSITIVE DP 18 80.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/2 °, 31/4" AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1111 SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. J.J. X1%!'11/11 NO Ci3N GE MIS SHEET °wn"p N= 8140 8840 428/8609 ordir JAW 0 e EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SILL RISE (+)1233014 ;emir LOAD FLUSH - 1.112'/ WA LOW - 2 -1I2. +48.07 PEP hED - 3.114" +80.0 P&P 163H - 4" +00.0 RIP SEE NOTES 1-3 OH HEIGIff I SEE NOTE 3 STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR Mr JNSIDE OUTSIDE CORNER DEPICTION DLO WIDTH ® NOM. PANEL WIDTH -r DLO HEIGHT m NOM. PANEL HEIGHT -8.28° OH LENGTH OVERHANG OH OH CI= EQUAL TO 1 OR GREATER s PAR WPM DAOH OCIPARMI 1 MIS A PER 1078 TECHNOLOGY DRIVE Pty, PL 34271 P.O. sigma NDKCM IS, PL 94274 asepos DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI Switalakk 808770 I NTS 1 8.23 1 ° PGTOOO2 ' 0 •.\`‘ 4YNN. * ; N0.58705 ' BTA :•;: .Jv ., PLOit1pA •��`� ° /10`ssIONA `N A. LYNN WAR P.E. 6.8A 68708 DESIGN PRESSURE AND ANCHORAGE -UN- REINFORCED -HEAVY DUTY STIkE- HEAVY DUTY TABLE3, .1 .D & SILL (11&8) INIEMOCK, >.1ANS ASR CRY. * -HOOK G4 - 7/16° LANiN4TED GLASS - 04A - 9/18° LAMNAT8 GLA8S G8 - 7/18° LAINIATED LQU.- (3/16 MA - 7/18° LAMNATED LQU. - (1!4° STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS MEM/MATE ANCHOR Q1Y. PER PANG- H & 8, ANO4OR QTY. Anahor Types: (3118" H.S. / SGP/ 3/16" 1L8.) 1) *1/4" 6.00 ULTRAC0N TOMMY TAPCCN) - (1/4" 1(8. MGR/ 1/4" NA) 2) "1/4" 884 METE-FLEX "TEAMS /A6( /3/16 "RS. 180P13118°H8.) 3) 11I18°LLTRACON Tap. / AIR! 3118° 1(8. / 80213/18" 10.8.) 4) "612 6780.80 98N (G0) • SEEANCHORAGENOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 98 NOM PANEL WIDTH FRAME SIDE g N 3 -CONC IN 4 c1 U . 4 1 N V . IN 4 4 3 -GONG GLASS TYPE -4, 4A 6, 6A 00.0 -00.0 90.0 -90.0 90.0 -00.0 90.0 -90.0 24 H&$ C6 +2 C9 +2 C6+2 C8 +2 C0+2 C8 +2 08 +2 C8+2 C8+2 C8+2 08+2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 0 6 6 5 6 6 8 8 8 6 6 GLASS TYPE -4, , 6,6A 00.0 -90.0 90.0 -90.0 00.0 -90.0 90.0 -90.0 30 H&8 06+2 C8+2 C8 +2 08 +2 08 +2 08+2 06+2 C8+2 C8 +2 C6 +2 C6++2 C6+2 JAM 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 8 8 6 6 6 8 7 7 7 7 GLASS TYPE -4, 6, 6A 80.0 . -00. 90.0 -90.0 90.0 -90.0 . 00.0 -00.0 38 I 1 H&$ C9+2 C6 +2 +2 C610 08 +2 08+2 C8+2 06+2 C8+2 08 +2 C6 +2 08+2 06 +2 10 10 10 0 10 10 10 10 10 P-HOOK 8 6 7 7 7 7 7 7 8 8 8 8 (BASS 7 YPE -4, 4A 6,8A 90.0 - 90.0 90.0 -9.0 00.0 -9.0 90.0 400 C6 +2' 42 H&8 C8+2 C6+2 08+2 06+2 06+2 08+2 C6+2 C6+2 C8 +2 06+2 08+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 8 8 8 8 9 9 9 CLASS -4,4A6,6A 000 -90.0 00.0 - 90.0 90.0 - 90.0 90.0 -90.0 48 H&8 C8+2 06+2 C8 +2 C6+2 00+2 C6+2 06 +2 08 +2 08+2 C8+2 C6+2 C6+2 JANE 10 10 10 10 10 10 10 10 10 10 10 10 P-1100K 8 8 8 8 8 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4° SILL 2. WHEN USING THE 21/2° SILL, POSITIVE DP 18 46.67 PSF MAX. AND WITH THE 31/4° SILL. POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.2112", 31/4 °, AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11/2" SILL I8 NOT AND MUST ONLY 8E USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION 15 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 18 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 1881/11 klEAVY DUTY ASTRAGAL HEAVY DUTY STILES NEL 00° OUTSIDE CORNER TABLE 3A SILL HT. VS PIS. DP sill ME (4) MGM HEIGHT LOAD FLUSH -1 -1T2° N!A LEM - 2 -112" +46.67 PEW MED - 3-1/4° + 60.0 PSF Hsi - 4° - + 90.0 MO SEE NOM 1 -3 DLO WIDTH at NOM. PANEL WIDTH -T DLO HEIGHT= NOM. PANEL HEIGHT- 8.26° 90° INSIDE CORNER OH LENGTH OH HEIGHT OVERHANG OH LENGTH OH HEIGHT EQUAL TO1 OR GREATER SEE NOTE 3 rionuct Remo %Ms Cede KJ4 NO 0/MN06 77118 SHEET IOW IMO 860 tae MOM rhee 11/1868 PEP WAY OA0EtmA9N86 TS A tmedatier tke PER NAN =COOMl78 1070 TECHNOLOGY DANE NOKOttl., FL WS P.O. BOX MO IODIfOIKB R 34274 DP AND ANCHORAGE SERIES 770ALUMINUM SGD - LM! x08770 11773 I 0 23 1 PGT0002 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)114° ELCO ULTRACON (FORMERLY TAPCON) 2)114° ELCO 884 CRETE -FLEX 3)5118" ULTRACON 4)#12 STEEL SCREW (G8) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHTS. 74 HEAD & BILL 8" MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIMAL INTERMEDIATE ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90" CORNER ON SW. 11.12. JAMBS & P- HOOKS8" MAX FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7.9. 8EE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. "ANCHORS PER PANEL" ARE 8" MAX INTERI • . ASTRAGAL = • - THOSE AT THE HEAD AND SILL " CENTERLINE - f' CLUSTER DET., SHT. 11 CENTERLINE +- 8° MAX 8" CLUSTERS OR THOSE �— _ - - ^-- _— c-- - - -- -- ` i 1 1 * i I *If T1'P• I BETWEEN A CLUSTER ANDA -_:_� k��1 4.0&1" ��' �� FRAME JAMB OR P -HOOK 2.04" , ,05 " • 3•$" EXAMPLE OXX ANCHORAGE PLAN: 04 + 2 HEAD 3.5° ILL ANCHORAGE ( PANEL, 2 -TRACK EXAMPLE SHOO • MAX (14) ANCHORS TOTAL I TYP (3) PANEL 48" x 98" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR J 24° MAX O..0. 8EE CLUSTER DETAILS, SHT. 11 3.8" TYP. - INTERLOCK CENTERLINE 3.5" TYP. 8' SEE NOTE BELOW 14" mANCHORS c 8" C4+2 & CORNERS m (201 ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP DETAIL BELOW CLUSTER LOiN 2 C4 2 C4 2 04 2 MC • ® ,j�y�• • • % % M % MAX. % e FRAME ANCHORS •a P -HOOK ANCHORS MAX. % % % % % % % % % M % % % % % r M/ ®% 21 '`�MAAX. ® 3* I % 3" arm 1d" MAX 8" M/ % --`I 24" MAX O.0 --"- 8" MAX. TYP _ _ ,,,." .....,..,.., O.C. AN HORS PER JAMB (SEE FOR CLUSTER O.C. SPACING EXAMPLE OX-90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 1 8" MAX —5 EXTERIOR SEE CLUSTER DETAILS, MT. 12 f0/41/4H C NO CHANGE 7HTS SHEET : SEE DETAILS 8 & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR RHOOKA1 CHORS Rawl OP Dm* Ban BAG 850 08/76/09 olg /6110314 /6110314 A PERraim maOprPirs PER RaAMI LI IE 00460041 42u0"4ePp LPN R14 masUM P.Q lr1E29 FL 81274 ■11111 I 3.8" 2.04" TVPWJ4. JANE 0.UBTER FORDETM.8 M. N.0.P.0&P 4.051" MIN. / O.C. atotelybegwilbdiageoldi IbilldloaCode AntAAsart No t1I11 1tf PAphathot PAM L L. ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI storm NTS 1 10 « 23 �`° $ P0T0002 6- Ammar r" NTERLOCK CENTERLINE A2 TRACK. ASTRAGAL / INTERLOCK ANCHORCLUSTER -C4 DR— INTERLOCK CENTERLINE I -+i J 1 f 3.5 [- •-- INTERLOCK CENTERLINE 2.040 man 2- TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER -05 2 TRAt2t. ABTRACiAA1. / WTERL _Q( ANCHORCLUSTER -06 I ; 4.0721 I i i [ a 8389 3-TRAC2(. ASTRAL I INTE,RLOcK ANCHOR CLUSTER - 0 Imam RLO0 - INTERLOCK-+i CENTERLINE I 1.78 3.5 2.040 TRACK.ASTRA L1I ocK ANCHOR CLUSTER -04 ANCHOR CLUSTER -CB �1 7RL ii INTERIOCK+n CENTERLINE I 3.8 4.048 /IL 2.040 8. YWAMIIIMMIMMMOIMML L 1_ EMVS.--MiTheitaMMISM ANCHOR CLUSTER - C8 3 -TRACK ASTRAGAL! INTERLOCK ftNCHOR ClJBTER- 08 44RACK.ABTRAGAL /INTERLOCK ANCHOR CLUSTER -CB ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. rlgBtdGT amen O.CA +r�At fl* e 10/101 ftri NO ab0E71I B SHEET SC 4Vt8487 *Omar Cum 8A41:9 A Ammo ** PER MNhUDADS GOAOINT3 vloic ox' SAM Pau MOM FL WM LANCHORAGE EXAMPLE CLUSTERS SERIES 770ALUMINUM SGD - LMI worm I N1 11 m 23 164 PG7VOO2 PRAWN J .TRA CK, 00° OUTSIDE CORNER SHOWN. t2 TR cK 00° INSIDE CORNER SIM AR (OPPOSE} ANCHOR CLUSTER C4 11°11 °11 1 2.04 `. 3.888 3-TRACK. SO° OUTSIDE CORNER SHOWN,, 3•TRACK, S0° INSIDE CORNER SIMILAR (OPPOSITE C4 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS r- aI 1°I . • 2 TRACK 80° INSIDE OOR . 2.TRACK. 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR OUSTER -CS USED FOR C6 AND CO I3.� EXT. l ° .II_ L TRACK 80° INSIDE CCIRNER SHOWN. • *TRACK k7E CORNER SIMILAR (OPPOSITE} C-S ANCHOR CLUSTER REQUIRED AT AU. *TRACK CORNERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. =Ai NUM ArafaSsal IlejMytit .1 ROW 18IM/11 MOG 4NGE 18 Rwtlep om Room IMO WNW 9 PER somo awecomarerom Rim% 'O itt AMMO A PER AAIte4DECWA6&N79 0, w7o7Fa+amWGYDRIVE PL 94!78 PP4X91129 PI. SIM ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI SEID770 'ITS' 12 a 23 f POT0002 P.LA 88705 1" MIN. TYP. EXT. 1/4" MAX SHIM 21/16" 0.0. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, BHT. 1 1" MIN. E.D. TYP. EXT. 13/8" MIN. — 1/4" MAX SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A. 2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD WOOD iligrA0,3191 WOOD INSTALLATION DETAIL 0, 2-TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, 81iT. 1 2x W000 Bum Typ., CONCRETE INSTALLATION SEE ANCKNOTE 3, SHT. 1 SEE ANCHOR NOTES %IT. 1 WV MAX) 1/4" MAX SHIM SEE CHART, SHIA 2 1/18' 0.C. TYP. 1" MIN gn SEE CHART, SHT. 1 2 1/10* 0.C. TYP 1/4° MAX. SHIM ANCHOR TIP., SEE ANCHOR NOTE 1, SHT. 1 21/16" 111111 " 0.0., TYP. E.D., TYR 2x WOOD BUCK PirKg.2a6faiMMILL. TYR, WOOD INSTALLATION SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 13/8" MIN. SEE ANCHOR NOTE 5 MT. 1 (1/4" MAX.) SEE ANCHOR NOTES SHT. 1 (1/4" MAX) r 21/16' 0.C., TYP. SEE CHART SIT. 1 DETAIL 0, 3-TRACK FRAME HEAD QONCRETE IX WOOD BUCK TTP., SEE ANCHOR NOTE 3, SHT. 1 1 3/8"MIN. 2 1/111, " MIN La, 0.C., TYP. TYP. IglaciaMOKERENElak WOOD INSTALLATION CONCRETE DAM 1111MWM8ANSAk g.gtigNMErigagl SEE CHART, SHT. 1 :P. .1.A• CHART $HT. 1 21116" 0.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J. 4-TRACK FRAME HEAD, CONCRETE INSTALLATION Ext. SEE CHART, SHT. 1 DETAIL 0, 2-TRACK FRAME SILL CONCRETE INSTALLATION 1' MIN E.D., 2 1118° 0.C., TYP. WOOD ANCHOR TYP__ , SEE FRAME ANCHOR NOTE 2, SHT. 1 DETAIL I. 4-TRACK HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SPIT. 1 SEE ANCHOR NOTE 5, SHT. I (114" MAX.) r ==se itea°Cr VITRedh, miaow.* 14,..1ft alifiallik2r\""" al° "- WOOD ANCHOR TTP., SEE ANCHOR NOTE 2, . SHT. 1 3/8" MIN. 21/16" 0.C., TYP. E.D., DETAIL K. 4-TRACK FRAME SILL TYP. WOOD INSTALLATION. 'Ionvts r NO CISME THIS SHEET SAMBA IWO aneld1B$ &VC 0100/10 Dar 11116109 Reefiairs: 0 Itersleir A PER HAW OMB COMMENB3 AMMAN OAPS COMMONS Mari* nate 885 08108109 autad OA. 1070711011NOLOGYDFUVE MMUS, I'LOWO PX). 8OX11129 N080MI8 ,R.34274 ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LAW sawbob it. 01020% SWAM I NTS I 13 4 23 1 PG771002 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT.1 21/16° O.C., TYP. SEE ANCHOR NOTE 5, SHT.1 (1/4" MAX) 1 3/8° MIN. 1/4" MAX SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 21/16° O.C., TYP. SEE CHART, SHT 1 DETAIL I., 4 -TRACK FRAME SILL CONCRETE INSTALLATION ?MIN. 1/4° MAX SHIM WOOD ANCHOR TYP„ SEE ANCHOR NOTE 2. SHT.1 2X WOOD BUCK SEE ANCHOR NOTE 3, BHT. 1 DETAIL M. 4 -TRACK FRAME JAMB WOOD INSTALLATION P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS 1/4° MAX. SHIM —*-1 SEE CHART E_ TX . $HT.1 21/16" O,C., TYP. SEE CHART 1 1/144" " MAX. M SHIM --►1, SEE CHART SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR • NOTE 1, SHT.1 CONCRETE ANCHOR TYP., SEE 13/8" MIN. ANCHOR 1 NOTE 1, 1 SHT.1 21118° DETAIL 0. 4-TRACK FRAME JAMS O.C., TYP. COQ 1 BS° MIN. DETAI, N. 2-TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING 13/' RIIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, BHT.1 VEL 1/4" MAX. SHIM 1" MIN. SEE CHART BHT.1 21/15° O.C., TYP. CONCRETE INSTALLATION 114" MAX SHIM 1 CONCRETE EXI', ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. t 2X WOOD BUCK SEE ANCHOR NOTE 3.8HT.1 3.6" TYPICAL JAMB CLUSTER F OR D8TA&S M. N. O. P.Q6R 21/16" O.C., TYP. DETAIL i1. 3 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT.1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS NCRETE /MASONRY (GROUTED BLOCK ONLY) DETAIL Q, 3 -TRACK FRAME JAMB WOOD INSTALLATION 1" MIN. 2693° MIN. DE?NL S. P-HOOK WOOD INSTALLATION, 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 1 1/4 E.D SEE CHART, SHT.1 EXT. 2.693° MIN. DETAIL T. P-HOOK CONCRETE I iAU4IIO RY SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, M. F . If- wr gitid Oak Li: 10/11/11 6 NO CHANGE THIS SHEET ET Ostas SUMO IkAr MIKAN Rokkets a a"od.i A lit MIAMI VAIMOOKINENIS PERMIMS DAM CO Ikerasilys 69 1070 TECHNOLOGY ORME NOKOMIS, FL 34274 P.a4Q IWIIO NOKOMIN w. 34274 ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI tshallialak vow I NTS 114 « 23 I°° PGT0002 f e P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS NCRETE /MASONRY (GROUTED BLOCK ONLY) • SEE CHART, SHT.1 1" MIN. 1 314" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM. P-HOOK FOR BOX RISER WOOD INSTALLATION mvmm= = =m=rp °_ 9 „x_:_=.44-_ °_____ PANEL u PANEL of a TYPE a TYPE at a 'A' a 'QS' i a a a6 a a u % 1 a a[ i e al a a u a o It I I IIaa4 64�sasm_sm �memVA_. PANEL TYPE 'AS' i __ 1I PANEL TYPE 9C / NOTE 3, SHT. 18 a DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = NOM. PANEL HEIGHT -8.25" B DETAIL V, SHT. 18, ANCHORAGE DETAILS 'A' &'C, SHT. 13 A-DETAIL 'U', SHT. % ANCHORAGE DETAILS 'E' &'G', SHT. 13 XX-90° CORNER XX (2 TRACK INSIDE 90° CORNER) 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES "IONVi4 NO CHANGE TiSBSHEET » MVO argetag a MIAMI °ADOCOr6 = ASS A PIP!N ANDAOPOAdAlaA TS t 8M 08IOB/88 dnciJdgjc Dew 1 1070 TE7l24OLO@P ARAfM NOKOW14 R. 316 P.O 9QX 1429 NOKOMI&PL34274 INT. SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, MTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. PETAIL NN. P-HOOK FOR BOX RISER CONCRETEINSTALLATIN ETAIL'EE', SHT. 19, & ANCHORAGE DETAII.S'N' ' 'P', SHT. 14 #10X1.80" PH SMS PANEL CORNER DETAIL #8X1.00" PH SMS (OPTIONAL) AIL 'BM MT. 19 DETAIL 'KW, SHT. 20 FRAME CORNER DETAIL HORIZONTAL SEOTION B-B SERIES 770 ALUMINUM SGD - LMI 5GD770 I n TS 175 0, 23 Imo' Par0002 DETAIL'CC% MT. 19 -\ �DETAI'- 30" SHT. 19 NOTES: C'(.DETAIL 1 F', SHT. 19. DETAIL EE', SHT' 19' DETAL 1r', SHT. 18, ANCHORAGE DETAIL 'N' & ANCHORAGE DETAILS 'N' ANCHORAGE 'P', SHT. 14 &'P', SHT. 14 DETAII.B' W ' &'C,SHT.13 f SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT.15 DETAIL 9P, SHT. 18, ANCHORAGE DETAILS 'E' OXXX (2 TRACK) &'G'. MIT. 13 EXAMPLE 1 SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH =NOM. PANEL WIDTH - 7" DLO HEIGHT a NOM. PANEL HEIGHT - 8.28" 3. (1) LOCK (ITEMS 70 & 107.110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. m===.aa_a F =a= , A iii PANEL n - PANEL III TYPE a TYPE I 'A' o 'CS' e H 0 9 s E 0 0 A P II D MAX. HT. SEE DP TABLES X)( -90° CORNER-)C( (2 TRACK DETAIL 9P, SHT. 18, ANCHORAGE DETPJL8'E` 9(rOUTSIDE CORNER) - EXAMPLE & SHT. 13 DETAIL V, SHT. 18, ANCHORAGE DETAILS 'A' &'C',SHT.13 v-DETAIL'EE', BHT. 19, ' ANCHORAGE DETAILS 'N' &'P', SHT.14 DETAIL 'BB', SHT. 19 i DETAIL 'JJ', SHT. 20 /or- NT ANL HQEggliiAL S €CTION A A DETAIL 'CO', SHT. 19 DETAIL 'BB', SHT.19 DETAIL 'AA', SPIT. 19, ANCHORAGE DETAILS '8' & T, SHT. 14,'MM' &'NN', SHT. 15 DETAI-'DD', SHT. 19, ANCHORAGE DETAILS 'Q' &'R', SHT. 14 MAX HT. SEE DP TABLES L • DETAIL 7P SHT. 18, ANCHORAGE DETAILS 'B' & 97, SHT. 13 POCKET UNDER SEPARATE APPROVAL OXXXp (3 TRACK RIGHT POCKET) EXAMPLE DETAIL W, SHT. 18, ANCHORAGE DETAILS 'F' &14', EMT. 13 DETAIL 'BB', 8HT. 19 -° DETAIL'HH', SHT. 19, ANCHORAGE DETAILS V &O', SHT. 14 1 DETAIL 2', SHT.18, ANCHORAGE DETAILS T & J', SHT. 13 PANEL TYPE PANEL TYPE 'F' PANEL TYPE 'F' 1 9 9 9 MAX. HT. SEE DP TABLES DETAIL 'Y', SHT. 18, )0XXX (4 TRACK BY -PASS) ANCHORAGE DETAILS XK' EXAJVIP LE SHT. 13 &V, SHT. 14 NWOUCT=VISO p,lyNgwNlNelne1El. Ire _____ p° I '•101 EWndrBrr �rll= rm,eaD De4r_ NO CHANGE THIS T Ra,MteP Dastiea SIDD aw, DIANN 0 Der /NW/ Woken A P8i2d6Ad1lDADa006000018 PER 4 DADE0 8 Vomits Dio SIM t R4Ae. ad. 467D7E06P GWDRVE N PL 89278 P.0 t62B .1334274 EXAMPLE ELEVATIONS SERIES TTO ALUMINUM SGD - LMI saawkda '. I ,� 116 a 23 1 POTO002 I •20 EMS1; • -�sPP iii * ; • No. 68706 is • STAVE i"► iONAk- A. LYNPiglageRE. REIS88706 PANEL LETTER PANEL LETTER SINGLE INTERLOCK CCE IUD LOCKS7TLE PIGIDA LOCKSTEE R FED SINGLE LOCK:RILE WTERLOCK M LOCKS7ILE ASTRAGAL OUT cE FIXED woonLE CS REITMAN fr:. LOCK▪ STEE SC SINGLE INTERLOCK RECEIVER FED •--- ASTRAGAL OUT LOCKSTTLE � QS FIXED LCLE ASTRAGAL W SQ COWER SINGLE LOC OTOS IN17SG.00K SNGLE INTERLOCK CORNER LOCKBTI.E Wow gcb WW1= SINGLE ASTRAGAL OLff AS SINGLE RECEIVER IIMP ASTRAGAL // ■' INTERLOCK SA INTGeLOCK tEa RECEIVER NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICAI3..E ASTRAGAL & INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) ., EXTERIOR ASTRAGAL W 41:13 elleffErLLE0oK CI LOCKSTI£ Tria „MOCK SINGLE INTERLOCK "!■ ASTRAGAL IN IC SWALE OTlL?IQOCK CORNER LOCKSTTLE B SINGLE EMI; CF CORNER RECEIVER FIXED LOCKSTriE IN SINGLE K 8IVLLE FC FIXED - CORNER LOCKSTTLE RECEIVER SINGLE INTERLOCK era JEORMLELock PP SINGLE cps INTERLOCK ecc LOLIK8TTLE MOD= illiVialt0 lhre& joidosikevamemose %N.;: K aweLE 2:35 minftwox LOCcST/LE RR FED LOOKSTILE SINGLE INTERLOCK 1 GOSS A D am r1 le/9 ASTRAGAL OUT ASTRAGAL IN SINGLE INTERLOCK LOCKSTILE LOCKST/LE =OWLS eta LOCK STILE LOC(STI.E SINGLE INTERLOCK ASTRAGAL OUT c NO CHANGE TTIIBSHEET RPAZ aate mow A atmOwl PER MAO DAM ColiSSIYfB Wen 4070 7E INC,GGYDRIVE At01US FL307a P.O.3QX1610 NKM OMW. FL 34i14 PANEL TYPES SERIES T70 ALUMINUM SOD - LMI I NTS 17 a 23 I POTOQ02 , {1 „11111, ```.‘o*y LYNN Aq1�� •,,�� * t• oo. 687 G1• yo 0 fl ',t„ • a . ,,,,Pl • FLORtO•.'4C9∎: ''l•,,S1SJO1��N��tA�L,. `‘ A. LYNN MIXER, P.E. P.E.D BB708 SILL RISERS OPTIONS fat FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM 130X SILL RISER EXTERIOR INTERIOR L (ALL VERT. SECTIONS) HIGH BOX SILL RISER FLUSH FLAT SILL. RISER LOW FLAT SILL RISER MEDIUM FLAT SILL. RISER HIGH FLAT SILL RISER DETAIL 'LL,' SCREEN ALUM DETAIL 9f Read Thite, f No CHANGE THIS SHE8T geweeld 8M0 LsmeX Ana OAtdudBy case 814C 08/08/08 RJA OIMPIO +rJUao DETAIL W DETAIL r PNI AVM DAM CalliV ira PER ldun DREW oOvrs 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.o }428 FL34274 VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LMI SettraVoda 800170 J n S I 8 23 I PGT0002 10 DETAIL ' SCREEN AT SILL nisauer ammo p, opoizwai*, nom P.E308705 DETAIL 'CC' HEAVY DUTY ASTRAGAL AND 8TILF.6 DETAIL 1313' DETAIL IEE' AT MIDSPAN DETAIL VD (FIXED PANEL.) 'cl* INTERIOR (ALL HORIL SECTIONS) O. EXTERIOR AT =SPAN DETAIL 'FF' (FD(ED PANEL) ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE DETAIL '11' DETAIL 'NN' SCREEN AT MIDSPAN DETAIL 'GO' (FIXED PANEL) &AM iweeftso Oats .J. WHIM T NO CHANGE TH49 MEET izsaBA IMO noway, SMO Deal OINEVIO fiste 1611/179 ChesLidEly PER MAUI DADE COMMILNIV PER MIA LEADO =MEM Oft 08/05/09 PAJ 1070 TECHNOLOGY ORM NONOMIEL FL sew P.O. soma NOKOMIS, FL MIN Ito HORIZONTAL SECTION DETAILS —4din SERIES 770 ALUMINUM SGD - LMI =no ITTSI79 er 10070002 „sotit$1 II,/ ••%0 ........ . ‘p..• 4.- ,1/4 • No. 58103 .•,3 • ot.- to n E ,,,,, •c• „8/0 N ikk-„ A, Lioini P.E.10 $8105 DETAIL'JJ' DETAIL 'KW (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) NO CHANGE THIS SHEET t A F Ora 68AMIpA03O1 Ile r07o ITCHNOLOQym3Ve NOKOSI F1.34273 PO. BQXr620 FL 30274 HORIZONTAL SECTION DETAILS, CORNERS naa SERIES 770 ALUMINUM SOD - LMI Sockaldnaskseriao rake NTS 1 PGT0002 1 1 2 1 6 1 5 1 1 a Hi g le I m I 1 Mill !IN 81 1 IW 5 1 FRAME SILL SCREEN ADD.ON FRAME 8111 SCREEN ENDADD.ON IJI 2•TRACIC JAMB g 1 1 11 II 617011 4-TRACK JAMB 817322 SIM RISER -8 617310 [JILL RISER • 0 NOLLOW 817221 16IJ. RISER -LOW FLAT OUTSIDE CORNER ASTRAGAL INSIDE CORNER ASTRAGAL 87070 NEOPRENE BULB WSW FOR P 817334 POCKET DOOR P•HOOK MOUNT . RETAIN 1 11 i 817313 817315 11011PliPlikeP co6mo6o6S0E6=6 ill""0/IlkeliPIPIIIPMPII E 1 ;a Vem.,vomt.4*-cogr-Th E dge VV/iNgRaiftRAIIIRRI 1/ il qi 1 iii604,01',/ IMILIP111111 11 !!! IMP !PP PP 111 p.o MI..4§81-En!"! '414 I m I 1 Mill !IN 81 21RACK 811 WITH SCREEN RAN. 3-TRACK SILT. 1 FRAME SILL SCREEN ADD.ON FRAME 8111 SCREEN ENDADD.ON IJI 2•TRACIC JAMB g 1 1 11 II 617011 4-TRACK JAMB 817322 SIM RISER -8 617310 [JILL RISER • 0 NOLLOW 817221 16IJ. RISER -LOW FLAT idimo Aiiii;NO; =.(itiaig§gi fl!!!111111 87070 NEOPRENE BULB WSW FOR P 817334 POCKET DOOR P•HOOK MOUNT 1 t I!! 6tol iiIIIMOPI moS6m66 817313 817315 11011PliPlikeP co6mo6o6S0E6=6 ill""0/IlkeliPIPIIIPMPII i Vem.,vomt.4*-cogr-Th V VV/iNgRaiftRAIIIRRI 1 1 1 1 1 9.1 1 1 1 6 1 1 3 1 a a v 8 a 0 0 1 Ot 0 1 0 2 2 1 1 1 a Jc 1.303° 0.328° 0 1 3 0318" 1.050° 0.082° 0.779" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (68) MATE: 606346 (6) MATT: 6063 -78 (78) MATL: 6063-T6 L 0.233" 0.082" P•HOOK SCREW COVER (29) MAIL: 6083-76 0.782" 8." C (11)MAtL1T 8 3.979" i1 0.082" 0.709" 1.182° 1.888" 0.650" 1.739" GLAZING BEAD (I.G.) FIXED PANEL CUP FIXED PANEL RETAINER INTERLOCK (78)MAT'1:8063.76 (108)MAT'L:6083 -T6 (1 MAT'L• 608378 (82)MATL; 8°6346 3.079" 1.848" 1.646" P-HOOK FOR BOX RISER (30) MAT'L• 6083 -76 4.126" 0.128"° STANDARD ASTRAGAL MAIL: 6083 -76 4 1.304° 1.6" 0.062' ROPO p (26) MA7'14 608348 328° TOP/BOTTOM BOTTOM RAIL (69) MATT: 8083.76 -►I 1.872 0.082" 3.125° STANDARD STILE (60) MAT'L:6063 -76 1.019° SCREEN STILE (40) MATL:8063•78 0.082" 0.760" FWSII FLAT SILL RISER (18 )MAIL:6063 -76 2.555" 0. 0.906° 1.567" 2.488" u i i 0:062" --fi)+ 0.082" 0.082` HIGH BOX SILL RISER MEDIUM BOX BILL RISER LOW BOX SI.I. RISER FLUSH SOX SILL RISER LTV FLAT SILL RISER Al D FLAT BILL RISER HIGH FLAT SILL RISER (24) MAT(.: 6083.76 (23) MATL:6063 9'8 (21) MAT'L: 6083 -18 (10) MAT'L:8063 -T6 (20) MAT1.: 6063 -T8 (� ;MATE• 6083 -T8 (28) MAT'L: 608348 0.281" HEAVY DOTYASTRAGAL (68) MAT'L: 6063-76 0.232" 3.205° 0.062" 3 0.796° P-HOOK MOUNTING ADAPTOR (28) MATE: 608348 ramuctinv1080 rile Astspisate fie gspiratims e 4W1V11 NOCHANGETHISMEET am aw° 4IMe3 adz 060609 wurae A an.ma� DAINICOMMENIV t Nos x1494 R 34270 PA. J4115 Ft. $4274 EXTRUSIONS SERIES 770 ALUMINUM SCUD - LAN datkaabthe 900170 M8 *se Rtalraft 22 023 1 P0T0002 2•T K E (1 MAIL 8.198° l 0.081" - 2 -TRACK HEAD WI S •RE TRACK (2) MAIL: 8083-78 7.108° 11L 0.081' -' 3-TRACK HEAD (3) MA e063•rd 9.142" 1.211° 8.582' ._ __ f 0.080" -1 (10)MADL a T8 8.529" 0.080° - 3 -TRACK SILL (9) MAIL: 8083 -T8 8.221° 1.505" 1.993" 1.048° 0.062" SCREEN TOP RAIL (45) MAIL: 6083 -78 1.608" N-- 0.875° 0.082" SCREEN BTM. RAIL (48) MAIL 6083 -78 0 2- -TRACK SILL WI SCREEN TRACK (8) MAT L: 8083 -T8 0 4 -TRACK tRA. D 0.081° - (4)MA'rL:8002 -T6 -u 1211° 0.080" 2- TRACK SO.I. (7) MAIL 8�3..T6 4.49° 0.081° 1.505° __ 1.498" Mod at rIF INSIDE CORNER A$TRACIAL (120) T'L:806 10/11/71 OUTSIDE CORNER ASTRAGAL (119) MA T6 2.828° (181'318 A T CORNP.R RECEIVER (118) 6083-78 4 - TRACK B (17) MATL: 876 2-7MCK JAMB (14) MA • 6063 -7 1 0.081" 9.141' NO CHANGE THIS SHEET Roma* Daft ata A MAMMY OAOSCO ENIS RJA 1O70ECIAVOLOOYOWN 1020,1403, PL3 275 P.OLH88 fi SOtf4 EXTRUSIONS SERIES 770 ALUMINUM SOD - LM! NTS 23 d 23 1 � PG70002 ( c - ►1 1.38" 0.081° 6.198" rI 2-TRACK CREN TRACK (15)MATT:6083 -T6 e° geWllivrIa tie Mod& Waft Coda mweemope N, hae 1 .1 Ofintias lc- * ' No.58705 fA tOltll 'lrJ� STATE OF C4 A. LYNNUIL1 , PE. PEA p705 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of' such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-700" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant, LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI --DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590, F (786) 315 -2599 www.mia®iidad, , t wL�;?"•'t.1 .-r•+r] :I CO A TROY Di 6,Nwf:, NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03,2011 Page 1 PGT In ustries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and N i'L -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on :1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 032206) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E -1 Ja me D. Gasco P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26,2016 Approval Date: November 03, 2011 FGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 051018,01 ) 4) Test reports on :1) Uniform. Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11- 0128.03) 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 Butaclte® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. E--2 Jaime D. Gascoh, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conforxnance and compliances with the FBC -2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FI'L -5063, FTL- 4645, FTL -4649, FtL -4723, FTL -4947, FTL-4650, r FL --4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 0S-101L01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- approved on 04/21/2011 and expiring on 03/23/2016. E -3 Jaime D. Ga n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 118° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5118" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118° LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEKIKEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18° LAMI 1G: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ® H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED /8" GLASS, AN AIR SPACE AND 616° LAMI CONSISTING OF (1) LITE OF 1 ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED -GLASS WITH A .01:81 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 113/18° LAMI 1G: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6118" LAMI CONSISTING OP (2) I.ITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116" LAMI 1G: (1) UTE OF 1/8" GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR 3' _' SAFE MAXIMUM PVB INTERLAYER. K. 13/18" LAMI IG: (1) LITE OF 118" T GLASS, AN AIR SPACE AND 718" LAM! CONSISTING OF (1) LUTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED G WITH AN .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. L 13/16" LAMI KG: (1) LUTE OF 1/8" =PERM GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OP (2) LUTES OP 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERI AVER. AM. 13/16" LAM 10: (1) UTE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5118" LAMI CONSISTING OF (2) LITES OF 1/8" AN NEALEDGLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1 /1, VIEW AND RADIUS TOP, ALL WI LOW (*HIGH SILL OPTION) i3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130042. 8 POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4645, FTL -4848, FTL- 4847, FTL -4848, FTW849, FTL-4650, FTL- 4851, FTL -4723, FTL -4957, FTL-4858 AND FTL -6083. ANSAAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL. 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY At HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES.. » »3 4 VERT. SECTIONS- ..... 5 HORIZ. SECTIONS5 EXTRUSIONS _....».7 CORNER DEiAI ... »... »» 7 O GgN3E' '•* :. Lyp,Sfs� w�Q FL01�� A. ANNA, A.E. FL P.E.#58705 80,81 or 82 r i tr1A" ANNEALED OR HEAT STRENGTHENED GLASS 880 SOLUTIA OR DUPONT PVB INTERLAYER MS ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 6/16" LAMINATED GLASS 1/2" NOM. GLASS BITE (136,87,88 or 92 1/2" NOM. GLASS BITE 4 ® NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. gM___MQB INTERIOR (ALL SECTIONS) ff3/16" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/18" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT MS INTERLAYER 1A" ANNEALED OR HEAT STRENGTHENED GLASS 6118" LAMINATED AIR SPACE V6" ANNEALED Olt REDS GLASS A 13/16" NOM. 13/16" LAMI 10 GLASS W/ 5/16" LAMI 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1A" TEMPERED GLASSg 13(18" NOM. 13/18" LAMI 1G GLASS W1 7/16" LAMI Rialto lres c� Fit fabi 11 Rattan 0 NO CHANGES 171ASHEET Itto 0401,11 oda 11 ,1aoe �A16 ltadvioax c B CHANGED CAP GLASS TYPE TOMF1 FROM HS stadastax ADD 17011 92 TOWIO&AMI LG. GLANS (A,AN &LAM SO NOM 10701 24NOLOGr tfB P.O. 16 FL84214 IT GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT woo I Full 12 a 11 4040-20 Q PRODUCT REVISED es complying with the Florida Coda Accepmna.Na .0.4 /6 „ d4t� l.��i� �G5MSE , #C''' k i 140.681G' 1a11 sige A. L1�h�dJMiLLt. P.E. FL P.E.# 68705 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION A TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 191117TH 111111an 88• 88" 70" 72" 74" 72" 74" 48" 11111112,171111 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 4390 +800 4.0 +80.0 40.0 +80.0 40.0 59" INIELE71.1 +80.0 -80.0 +80.0 -80.0 +800 40.0 +80.0 -804 +50.0 -80.0 +80.0 -80.0 +790 790 82" miguayla +80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 ernEmEnegi +78.9 75.9 831/8" 111.112137111111 +80.0 -80.0 +8).0 -80.0 +79.8 rammEgrainunsimai 48.0 claim +88.8 En Li:ii•7 La +74.0 -74.0 UP TO 831: C.D.E, ,0I4,l.d , +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS 38318" WINDOW HEIGHT WIDTH 44" 50 018" 83" 72" 74" 78" 48" RIO ,. +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0. 80" 1111111W11111 +80.0 40.0 +00.0 40 O +80.0 -80.0 +709 EMI 70.0 700 +70.0 70.0 +70.0 -70.0 52" 11111MXP11111 +50.0 .60.0 +80.0 40.0 +00.0 40.0 iffinem +70.0 70.0 rrjrnimarn 831/8"' milimiximi +0.0 40.0 +80.0 -80.0 +80.0 40.0 +78.0 -78.0 48.0 claim +88.8 En Li:ii•7 La C,0,E,F,G,H,I,J.I ,L +80.0 40.0 +80.0 40.0 +50.0 40.0 +80.0 40.0 O"'!i -70.0 +700 70.0 +70.0 70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW Tr TO-TP FRS DIMENSIONS WINDOW HEIONT MINUS SASH HEIGHT sokx. Vl N0OW N7. WI SASH * 78" FLANGED AND 78" INTEGRAL ONE GLASS TYPE 17118" 2211/15" 203/16" 333/4" 385118" 44 1., 80318" 851888' GLASS TYPES: TEST FITS TABLE 4. A. 5/18° LAMI. 1/6'A,.090,1/8°A) F'IL- 4847, 4649, 4729, 4057 B. 8/10" LAM! - (1/B'A,.090,118°HS) F1L- 4847, 4848 C. 3/18` LAMI- (1/810..080,1/8161) F IL-4847, 4848 0.7 /16" LAMI- 13!16"A,.090. 3!18"A) P1L -4945, 4885 E. 7/16" LAMI - (3/1rA,.090, $MS"H8) F14. -4645 F. 7/16" LAMI- (W10118,.090, 3/18138) F7L -4848 0.13/18" LAMI 10 .1/8" T, AIR SPACE, 5/18" LAM1- (1/8"A..010,118"A) F1L -4548, 4723 H. 13118" LAMI 10 - 118" T, AR SPACE, 8118" LAN - (1/8"A..090,118°HS) FR.-4648 L 13118" LAMI K3 -1/8 T, A91 SPACE, 5/18" LAMI - (1/8"HS,.090,110148) F11. -4848 J.13f16' LAMI 10 -118" T, AIR SPACE, 7/16" LAMS - (3/18"A,.00O, 3/18"A) FTL -4549, 4850 K. 13116 LAMI 10 -118° T, AIR SPAN, 7/18" LAMI - (3/46"A,.080, 3118 "HS) F11,.4849, 4600, 4958 L. 13/18° LAMI 10.118" T, AR SPACE. 7/16° LAMI - (3118°H8.. 3/181118) FTL -4849, 4880 M. 13116" LAMI 1G - 1/8"A, AR SPACE, 8/18" LAMI - (1/6"A,.050, 1/6"A), F11. -5083 MEETING RAIL MEETING RAIL l NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +S4.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES 0? DEDUCTING 1" FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. A Visibly Netter DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW IMPACT woo i NISI 3 11 1 lit 53118" MAX. FLANGED WIDTH 621/8" MAX. I.F. WIDTH SEE DLO TABLE A 78" MAX. FLANGED HE SEE DN.O TABLE 48114" MAX. VENT DLO (ALL) DETAIL. A 1/1 DETAIL B VIEW (STANDARD SASH) ELI SEE DLO TABLE SEE DLO TABLE DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A a.neen Drab a tskae .W. 10/0IIf1 D PIACHANGES MS SHEET EEO TEMIOLOWI J.A. 04/01/11 ®roes Wed ex ere a.msa° PA p t529 Emig, De atim.ae�e PIM(IFJVER810N,C►1tls NOTE 9 ADD NOT If! �1� R 4 FJL 0/1178 J.J. 2x3/07 NO MANDEB 770 &MET DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341!? 34 3/18" 13 41818" 41 114" C 411/4" 407/8° D 525/" 5211/18" E 521/4" 52 5/16" SASH, LOW HIGH DETAIL SILL SILL A 341/2" 34 3116" B 27 7118" 271/8" C 27 7/16" 271/8" D 16 3/8" 153/4" E 163/8" 153!4" TABLE 5. PRODUCT REVISED es comptyfrig with dm Ikuida &Mug Cods * • ELEVATIONS '..,,q . .. ..... .. SINGLE HUNG WINDOW, IMPACT ''�SS10NA� '" (� A LY(�d44II1I ono I NTS 4 d 11 I 4040-20 10 FL P.E.# 60705 68705 li E~ k 2.7840 MAX. HEIGHT NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6' FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE INSIDE 0 NOTE BALANCE PARTS USED Ai BASED ON SASH WEIGHT 9,10,11,154 MAX FOXED LITE DAYLIGHT OPENING 2.710" MAX. FIXED LITE DAYUGHT OPENING MAX WIDTH SECTION A-A INTEGRAL FIN (IF.) FRAME SECTIONS OUTSIDE MAX VENT DAYLIGHT OPENING HIGH MU. DM. OUTSIDE ALF. FRAME OUTSIDE IWO= RIZVISED as complatvich tha Plo& Aaxeptencts No 2.330' (LOW SILL) SEE NOTE ABOVE I SECTION 13-B (LOW SIU. SHOWN) Reader We Wail= 10,071f1 0 NO CHANGES TM MEET ULTRALIFT ONLY 2.0400 (HIGH SILL) ALTERNATE HIGH SILL ULTRAUFT ONLY SECTION C-C RADIUS TOP (HEAD DETAL - FLANGED VERSION) Row* FJC Idaldes thwalP *ft RIC OMNI Deka Oen/ft Wide= 0 &Wow 1110/08 Ciudad* NO CHANGES 710 3 INEE'l LP. SE07 I0N8 CONSOLIDAVE DAL OOMPONENTS Wet 41. ADD ion Tectettaare MINE tiCK0163,11 842Th warMS FL WM Visibly Beyer SECTIONS ALUM. SINGLE HUNG WINDOW IMPACT tadiellftWi I Itraetrt fiff7t70 I Half 5 0 11 I 4040-20 1 ,,‘ ;,-t Vott III I iiiiiii * ligi°5 . ..z.;;.sc.47.... \ N.14.0‘0.048• i."*.......::::::::. — : ; f: c ...",;°441;'..4.!•:C.*15•11 *4+ = : -;.:1)..%. STi° 1.,...•=-. A. 11:Yi*X4/e" '844111IUEI°N ikIiIP‘I.E.%'‘ FL P.E.# woos 98X1 HEAD PLANS SILL OW: AD, .'- ••?. CELL FOPNIPAD 60 1638 SCREEN SPLINE ..138 bIA HAD 81 SCREEN CLOTH 63 806 I LAZINOCHANNEL(.88$X.800j 84 1181 98 X1.000 PH. METES 81896K 61818 8833402 708X1 10 `04081 KEN NUN SASH — . -GUi +E X 1 P H I L L EAD S. STL n2 "` 6BALCV)i670 muNEE. j:C=gi lira x020 -1 SA BRP C 19 �Frgi -,fir T' 14 I m 40840 >t7i =L- 840640 84008 111111111F-3111 SEA 80 iAM ita Est 101':..ia�;i 28 4007 ' 'x. ' ;t r 7• OW 71911111111111111111111111 01 irk amlimn 7:[3;rn erammi nal 1111M1111 062 f►`!;7LrT iii�3?>C�. �r,T,,1'a� man @,: -.r, ; IC 110.11111111111.111111 E3i YliTf� 1101 NMI Ur elriaM1111•111111111111N1111111111 4039: pxv ;7 7.7.1, ,` - : i"T_�T a;! ' • = . 41 844703 Cc?i'113'i' :3(ra'M0°V.,,...Pol'; KAI 8889 GLAZZING BEAD 13!18° LAM L0, 64087 1.9.Iiek) 84011 9880 4097 4071A 81 62 83 84 88 08 87 60 89 90 91 S) , GLAtS, 8n8' LAM, (u9'118,.030 PV6,14118) . GLASS, 7n6° LAM, (16rA490 PVB.1A9 GLA88, 7 W LAND. (1/67.060 P 4 ,116'H8) GLASS, 7n8' 1RN0,(1A91H8,.090 F\10,10^HFS . GLASS, 13n6" LAM to; 1/8°1 MR SPACE, 6n8° IAA, (1l8°A.090 PVB,11810 . AD') PA 13H6° UM E; tt8°T, AIR SPACE, w* i. aa, (118 °4.000 PUB,118•11 . GLASS, 13/16' LAM le;1A9'P, NR ONCE, 8n8' LAM, (118°H8,.000 PU .1A9'H GLASS, 19n0' LAS Ki;1 Art AR SP# 8, tn8` iAl1, (3/1 VA.000 PVB,3118°4 CLASS, 13116° LAM IG ;1/1311 ti SPACE. 7N6° LAM, (3/16 °4490 PV9,3116'H6) GLASS, 13n8° LAM K# wr AIR SPNCS, 7 * H8.090 PVN,9n 1n7 i 17. , ". , .gin: .A 4073A 40740 4009 1088 2740 1014 1630 67 1 88 1073 89 1024 REEN SPUME .138 DIA FOAM 840ff3 84074 104009 78PRNG 62740 81014 71630 71631 7CASP 61624K FRAME, 12. JAMB ® 50 440748,6083 -T6 SEALANT ALONG ENTIRE JOINT I.F. FRAME � 1 FLANGE FRAME HEAD �. / #4002A, 8083 -T6 1 749 2.710 0 FLANGE FRAME JAMB JJ #4004, 6083.76 (USED AS RADIUS TOP HEAD) !! k- 1.461 -IT SASH STOP #4026, 6083 -T8 I+- 2.784 — —►I FLANGE FRAME SILL (LOW) #40030, 6063 -T8 1.707 .040 .040x .738 CSASH STOP COVER I 94053, 6083.76 SEALANT OR GASKET AT HEAD AND SILL VIEW D-D VIEW E -E (1118 VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION — ►I 1.165 r+— .1t 1.016 41 91 SASH S DE RAIL #4008, 606878 .678 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4054A,eo63HD -76k, #40060,8083H8 -T6 94007. 75 1 2.328 --- j 2.946 3.446 GLAZING , 5/16" #40398,78 .050 676 t098-1 ' J GLAZING BEAD, 5/16" 940448,6063 -76 (USED W/ GRILL KIT) .678 1.0N —k-0.1T T O GLAZING BEAD 7/16" #4222, 608345 WELD ALONG SCREW BOSS (2) PRODUCT REVISED as with Ow Floes Buildiag Coda AccePlena04° 6 2.938 68 SASH BO1A ,6TTOM 06376 RAIL (HIGH) #408 1.. 2.784 0 FLANGE FRAME SILL (HIGH) #4050A,6063.78 .OW 1.116 0 GLAZING BEAD,. 7/16" #985O, 808175 (USED WW GRILL KIT) Oso 1'_ .11.097 GLAZING BEAD, 13/16" #4067,6063.78 IG 1WNTKOMIS, DRAM 43 MO. SOX 1O mow, 3404 "4s b(y Better RIC R18 'J.s 2/23/07 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT trisafokh slims I Half 11 I 4040 -20 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.803 58:803 64.603 78.000 E-IIIM ��NEINIMIREI�MMERMEMEINEM "�© NU U §-1E1 -§a§ 2 d© M Z °8 Z M §N8-8 M - Z W:EOH W GLA SS TYPE 19.125 C,D E,T H,IJ,K,L 313 A,B BIM El alti© © ©pN�13EINW2IMMIEMBEINII 313 24,000 CH,> iF4-111111EMENNEEMEIONIMIREMIIEVINIE1 A.B,M 11120131111THIMEMEN dal 313 ©©MENNIM©©©© 313 32.4t� C,D,E,F,G, H'i'J`X'L Nun 1 � C1G1��0© Q�1111166111111321301131! 2 QQ� 3 0 ® © ©© ci 1 1_ © ©ci4 ABM QO 1 1 1 1 0 1 1 1 1 0 1 1 1© 1 1 1111 223 223 223 212 324 313 424 31004 C,D,E,F,G, H,I,J,KL 223 223 223 213 223 324 213 323 324 313 324 325 313 424 ABM 1222231 NOM 223232223232223213213 i i i i -41-4- 213 314 213 313 314 313 314 315 313 40.000 PS 892 C,D,E,F,G, H,I,J,KL Li 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 122 222 i© 222 223 223 222 223 223 223 223 223 323 324 223 324 325 324 425 iii 424 A B M IN EIGUSEIEIBEI Ed 2 2 2 3 2 ©©©EI©5 4 0 5© ©0 4 44.000 P8 79 C,D,E.F,G, H,I,J,KL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ©©© © ®2©©2 2 2 3©3 2222 3333 ©3 2244 4 ©©©� 4 ©3©©33440,15 045 ABM o©©©©©fEMIRnn©©®�i ©3 EMin©©©©©0© ®3 111Nlflfl 74741 5 Iffin2 5 48.E PS C,D,J,K,G, H,I,J,K,L ® a ©� a © ©�f9L1�� 2 2 2 ©111211P ©DC� 2 2 :5 ©0 ©© li� ©' 0 ® ©0 0© iii 5 © © © ©0 • ' 0 ©0 A'B'A 2 ©©© 2 2 2 2 ©© 2 2 2©© 2 2©© 2 ©ERB©0 2 M 5 ;N2 55 ©© ®©8©0©E1Cld©©© ©E1 ©0�l ld©'ECI 1�© 53.128 PS 72 79 79 ENE C,D,E,F,G, I,I,J,KL © 2 a Q 2 2 2 ©Q©©©©©©�©©DE7©©IIME1DEr147EJ 4 2 Q 2 ©©©CIUDDOO47 ©© ©00 5 3_ RIM 86 435 ARM El2EIN©E013BEINN MEMMEMINM S47E76111 3 5 ©©Nidf 435 1 toorsaix NO CHANGES THIS SHEET Date muf1 ikar 1 N'r,Ya 0 NO CHANCES MIS SHEET s 0Y SIZE ONSENIF J,J. 24E1107 VINOTECHNOLOOY DROVE FL 80270 vA.�Qf[ION FiNM ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -1/4" ELCO S84 CRETE -FLEX 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181!2" MAX. FROM TOP CORNERS JAMBS -17 112° MAX FROM TOP CORNERS 15° MAX FROM BOTTOM CORNERS 8" MAX BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITEWA OF igoTE 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE TABLE KEY: MAX. PSF (DP LMTED,1 118 HEAD 2 JAMB ABOVE 2 8 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, 111 WINDOWS AUM SINGLE HUNG WINDOW, IMPACT *too NTS 8 a 11 I 4040 -20 1167-; BB PRODUCT REVISED us emptying ox Accepting No - O '00∎yNN 11Nte tai ...t �ZO pose r * 4Lo 82108 , `SStOtdAL `1`�. A.LY 4mete .E. FL P.E958706 ANCHOR QUANTmES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1.1/4° ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 8- 912 SCREWS ANCHOR LOCATIONS ARE BASED O N THE HEAD - 18112 MAX FROM TOP CORNERS JAMBS - 191/Y MAX FROM TOP CORNERS 18' MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. /ALE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS +ARE1 9.ESS. ii DESIGN PRESSURE UMITATIONS: SUBSTRATE:..,,, WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 '76.0 ANCHOR TYPE:-. 0 N Q 0 '- $ 0 U N U U T U Q " t I tM p U a t2 " pp 0 M U c3 § 44 8 Z0n (1 C " 0 ZzzU s- pN V p;pp 2Z pDIMENSIONS: U WINDOW WITH GLAS$ TYPE 19.125 G,D,E,F, ®, H,I,J,K,L 1 1 1 1 1 1 ] 1 1 1 { 1 1 2 J 2 _9 2 1 1 1 2 T 2 1 2 1 2 1 'ill 9 2 1 2 1 X 2 1 . 1 212 Jr 1 2 1 2121i 1 1 212 1 212 1 212 _9 2 12 1 3Z212312'3122123T2 1 1 1 1 1 1 1 1 1 1 1 21211i A,B,M 1 111 1 -ITT-711 1 1 1 2 2 1 211 1 1 1 1 1 1 1 1 -"2-12-112 1 1 1 1 1 -2-12 212 212 211 212 212 212 212 21—i 212 212 3 f 2 2 2 312 3I 2 24.000 PSF 79 C,D E,F,G, }LLJ,K,L 1 -IF 1 111 1 111 1 212 1 111 1 ill 1 2f 2 1 21-2 1 212 1 212 1 1 1 212 1 2T2 1 31-2 1 1 1 312 1 31-2- 1 212 1 312 1 312 _1 212 1 iii. 212 212 312 212 A B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -2112- 1 1 1 1 -3T2- 1 3 2 1 2 2 1 1 1 1 312 111 111 111 212 111 212 212 212 212 212 212 212 212 312 312 212 312 312 212 32.000 PSF 88 77 C,D,E,F,G, H,4J,K,L 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 TABLE _ SIZE LOCKS OF HE ABOVE THEM, WI AAE A MAXIMUM DEAN P SURE WITh THE QUANflTY OF ANCHORS SHOWN IN BOLD, OTHERWISE, THE 1 1 1 l 1 111 212 212 212 213 212 212 313 212 313 313 2 313 312 1 312 313 1 313-3-ii 313 1 212 1 212 313 1 313 413 1 413 312 1 3 2 413'413 1 4 3.413 1 312 1 312 413 1 413 A,B,M 1 -11-f 1 1 1 1 1 212 1 213 1 212 1 212 2 313 1 212 1 313 111 111 212 212 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: 37.000 !F C,D,E,F,G, H,U,K,L 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 114 111 212 212 212 213 212 213 313 212 313-111-51-3- 413 313 312 3 13 413 312 413 414 312 4(3 A B,M 1 11 2 1 1 2 1 2 2 1 2 21 2 2 1 2 2 1 22 12 111 111 111 212 212 212 213 212 213 313 212 313 313 313 413 313 312 313 413 3 12 413 414 312 413 A0.000 PSF 54 79 82 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 513 1)1 111 111 212 212 212 213 212 313 313 212 313 413 313 413 313 313 413 414 313 413 414 313 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 --5 Ti- 111 111 111 212 212 212 213 212 313 3 3 2 2 313 413 313 4 3 3 3 313 413 414 313 413 414 313 mouucriamsaD DI7 the Florida aunm cad 44,Q00 PSF 49 79 56 79 79 MAX PSF C,D,E,F,G, HJ,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 117 1 1 1 ]mmm ® ©2 2 ©3 3 m 3 3 3 4 4© ®4 �13 3 3 4 3 4 E© ©4 4 3 3 5 4 HEAD JAM0ABOVE 3 ©3 A,B,M 2 2 2 2 2 Z 2 2 2 2 2 2 1 ®1 2 2 2 2 2 2 3 ® d© � ®0 3 ©0 �10 3 4 3 4 dW 4 :7G71�7 n 5 4 t4) -w�, 48.000 PSF 46 74 61 74 79 79 MTG. RAIL JAMB BELOW MnG. RAU. , - ,H,,,, ,- .-�:..4►t , G► ia T : R:, ;per'..:,, C,D,E,F,G, 11,1,41C1- 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111111 2 3334ii3344 4444 4444154444354 3 2 3 2 2 �yyynurn ��`y SN a`�i :�,.rCF ` NSE ��',. ; '••.'K . ` * ' tsa•_ es w - w * ttt� of E3'� �'�S. L a` 0 SIONA ,0 A. LYNrII MICE!; P.E. FL P.E.# 88905 A,B,M 2 11m�j�2222E110 2 2 2 2 2 2 2 i33fdflo344 2 2 3 2 2 2 (FULL DP) E1440 3fl444 OEM 444E354 53.125 PSF 41 07 40 87 76 79 JAMB ABOVE 212 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 3 3 lillitI 3 2 3 MTG. RAL JAMB BELOW1 S BE RAIL 1 1 1 1 1 mm 2 2 ®©EMMIMElli i 4 l°lLJL'tL'i 4 5 ©MdM ' & 4 A,B,M 2 2 2 2 2 2 3 2 2 3 2 2 1 1 1 1 1m2 2®2 3 ©3 3©E4©©n4 4 3(�] nnoci.74m L1E�]534 AA _ 111107111 0 NO CHANGES THSSH T ANCHORAGE SPACING, STANDARD VIEW AR. 04101/11 C QTYis BY80'.E KNOWS, p0• �� t cori8 q e4274 tse ALUM. SINGLE HUNG WINDOW, IMPACT map ram MVO wawa qpq/� �'& it7a7� are I NTS em.e I 9 a 11 mms�a 1 4040.20 u«r D Alm* FA Mtn ' 7 a. AA a 2!29/07 1 ANCHOR QUANTITIES SUBSTRATE: -. ANCHOR TYPE: < ABOVE MEETING RAIL (HEAD & JAMBS). CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT M NUS SASH HEIGHT FROM TABLE 6. 17.126 22.688 29.2 1 33.754 39298 44.839 50.382 65.926 a 3 U NOP O 8.3 o 0 8 v 8 0 "0 Q Qa 0 § NU � 0 t "Q 8' 0,2 8-8'1 Qg27.778 5. o N7 Q8' V.° vv 8 t Q WIDTH GASS TYPE 19.126 D,E,F,J, K.L 1 1 1 i__. 1 1 1 '2 -._a 1 W 1 2 1 9 2 1 2 1 2 1 2 1 2 1 2 1 2 9 1 3 1 2 1 3 1 3 1 2 1 1 1 1 2 3 3 3 3 24000 D,E,F,J, K,L 1 _....-._.1__. 1 1 9... 1 —a 1 2._..2 1 1 1 1 _.x......2__2..._ 1 1 1 3.._.3. 1 1 1 1 1 1 1 1 . 1 3 1 1 1 3 3 4 32.000 D,E,F J, XL . 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 78 37.000 PSF 79 2 2 2 3 213 31313 D,K,I. 1 61 314 5134 83 3 2 3 3 3 4 3I- 3 3 4 3 4 4 4 3 2 1 3 4 1 3 1 3 4 1 3 1 4 1 1 1 2 2 2 6 b 4 $ 40.000 PSF 79 79 79 2 1 2 79 2 2 3 1 3 4 1 3 1 4 D.K.LJ. 6 1 3 1 4 6 1 3 1 6 6 1 3 1 5 4 3 4 44 ' 1 1 1 2 2 2 3 3 a 44.000 PSF 79 78 79 77 79 79 79 D,E,F,J, 16L 2 2 2 2 2 2 2 2 2 2 4 2 4 2 4 2 4 2 3 2 6 2 4 2 2 2 6 2 4{ 2 6 2 6 2 4 2 1 1 1 2 2 2 3 3 3 3 6 48.000 PSF 78 79 70 79 79 71 79 73 78 D,E,F,J, KL 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 8 3 5 2 2 3 2 1 1 1 2 2 a a 3 a 4 4 4 6 4 5 5 I 4 4 6 8 6 6 53.126 PSF 71 79 83 71 79 84 74 66 77 89 69 D,E,F,J, K.L 2 2 2 2 2 2 2 2 1 3 2 3 2 3 2 3 3 4 2 4 3 4 3 6 2 4 3 6 3 6 2 $ 3 6 3 6 2 b 3 77 3 6 2 6 3 7 1 1 1 ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 13. SASH HEIGHT 12.776 15.7778 21.778 31.108 ANCHOR ,s S 8 t� Ni'1 '1 g S N VP8 tG77 1 (g� : N VV -1a1 V QQ24.778 $ '-�a OO Qg27.778 5. NN- pal.1 v pQ30.777�8 $ vv -1�B1p V9 2 2 3 ¢Q S 2 3 4 v 2 2 2 2 2 3 WIDTH 19.126 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 24.00 2 1 9 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 37.000 2 Q 2 2 2 2 3 Q 3 3 2 3 3 ©® 3Q 3 4 Q 4 40' 7 2 1 2 1 2 2 2 2 3 1 2 1 3 31 2 1 3 3 1 3 1 3 4 1 3[ 3 4 1 3 1 4 4 1 3 1 4 44.000 78 2 212 2 2 2 3 213 31313 413 1 3 41314 61 314 5134 83 72 79 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 6 1 3 1 4 6- 3 1 4 53.1 X2 3 2 2 1 2 2 2 3 1 3 4 1 3 1 4 4 1 3 1 4 6 1 3 1 4 6 1 3 1 6 6 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPOONS 2 - 1/4" ELCO 884 CRETE -FLEX 3 • #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD - 18112" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 111/2° MAX. ABOVE THE MEETING RAIL 8° MAX. BELOW MTG. RAIL 15" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM Ljtk VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 1. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW tin WINDOWS ARE 12&/8° MIN. TO38" MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR Aka FLANGED WINDOWS. INTEGRAI. FIN DIMENSIONS ARE 1° LESS. 8. DESIGN PRESSI�RE UMITATIONB: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE I8 AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMTED) HEAD JAMB ABOVE MfG. RAIL (FULL DPI HEAD JAMB ABOVE MTG. RAIL 112 2 A TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 N1 vac OGOVM MEM rl�Ns D c swam B NOCHANGE'S71 8988T NO CHANGES TI 8NEET 7 J"L BYSGE 1070TECHNOLOGY ORIVE NOM/0%FL34378 PA, 1878 NaNWIE FL 86274 ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT poke 0 d 11 1 4040.20 17 .,oe .I 4YNN �,: �eFISF • red 4 * No. 6970$ 0 j • /off o -cr 9TA A. LYN►(IrIC(LL , P.E. FL P.E.#68706 3.36 1(61 MIN. CONCRETE i OPTIONAL 1x WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND SILL DETAI i CONCRETE ANCHOR (SEE NOTE 1 & 3),A 2x WOOD BUCK ®(SEE NOTE 4) . '.d 13/6" MIN., 1/4" TAPCON A •43/4" MIN., 1/4° CRETE -FLEX 1/4° MAX. SHIM DETAIL A WOOD ANCHOR (SEE NOTE 2&3)A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE A 1 1/4° 1 W MIN. A 1/4 "iMAX. SHIM [ 1M6"� MIN. 1/4" MAX. SHIM —+I CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3), 3.36 MI MIN. CONCRETE . OR1.6KSI MIN. CMU1 • w Ix BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK (SEE NOTE 4)A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" 864 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 131 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 612 STEEL SCREWS (06) OR 1/4" S84 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SCUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL. ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF FBC CURRENT, EDM NN, SECTION 2003.8.4(SUPPLEMENT2006). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 &3) SUBSTRATE (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4° MAX $1164 .131" DIA. MIN. x 2 UT NAIL, AT CORNERS AND 6° O.C. 1/4" MAX. SHIM DETAIL F, (HEAD) D FRAME (ALL JAMB DETAILS) MEM .131" DIA. MIN. x 21/2' NAIL, AT CORNERS AND 6° O.C. .131' DIA. MIN. x21/2° NAIL, AT CORNERS AND B" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME Ite avn11 D NOONANGES7N6SHEET 0464 1 Met 9/1AM r Roam B NO CHANGES TRW MiEET ADD Oder 1070 TECIVOLOGY DRIVE NOKOMIS, 8.34278 pdEXA1020 ROwO108, pL3Md74 EIGT ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT swifo I NTS 11 d 11 I�"'404020 rib is ; No. 68705 •. is :gyp sTa ''� ''2 A L1/141 MIU..k; P.E. FL P.E.# 58705 V DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE 01? ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR- -710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after it renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI DADE COUNTY, FLORIDA , PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wwww miamidade seovinera S NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08 /2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 32.1, TAS 202-94 and-per ASTM F 842 -04 Along with marked --up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) E -1 Jaime D. Cascoh, P. E. Product Control Section Supervisor NOA, No. 11-1114.04 Expiration Date: December 2I, 2016 Approval Date; February 16,2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -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- 0206.01 issued to Solutia Inc. for their "Saflex FIP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller., P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed 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. FM-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) Jaime D. Gaston, P, Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to POT 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. Jaime D. Gaston; P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16,2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2), FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16"" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/15" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G.13/16" LAMI 1G: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5116° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) CITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/18' OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) UTE OF 118" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I.13/16" LAMI 1G: (1) UTE OF 1/8" OR 3M6° ANNEALED (MIN.) GLASS, 6/16' OR 3/8" AIR SPACE AND 5 116" LAMI CONSISTING OF (2) LITES OF 1/6" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16° LAMI IG: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.).GL.ASS, 3/18' OR 1/4" AIR SPACE AND 7116° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 3/18" OR 1/4° AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L.. 13/16" LAMI IG: (1) UTE OF 118° OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1 /4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO• 250. 3, DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03-022.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8, TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED 1.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES.... ..... 1 GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS .«.4 VERT. SECTIONS 6 HORIZ. SECTIONS ...... _.6 PARTS UST.. 6 CORNER DETAIL.............. 5 ANCHORAGE.....—..—..— 8-11 J.L X7/11 @ FRC MHO OWE MIME Iblez 020111 FJC Owe 2'2&86 RsnIslose O R mt°m 0 ADDED 18 CAP 70BE TEMPERED (9+ 1 ND7E ADD FTL,8380TONOTES 7& CHG. NOTE87OCURRSVTEDIT. J.L 1070 TECHNOLOGY DRIVE NOKOA08, FL 34270 P.O. B9X 1620 NOKO4d4. FL 34204 GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 41e,o1o4m 18710 tkog NTS 1 11 I 4127-10 I E tt1lfUlffr7j \��yl LYNN Mq ,, ,,,,, • * ; No. 58706 u LYP24MOZERtP.E. P.E.¢ 68706 TABLE 1. XOX (1!4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) d FOR INSTALLATION IN THE HVHZ ABOVE 30 FT GLASSTYPESG- LSHALL HAVE A TEMPERED LG. GLASS DP AND, E U�NCHANG REMAIN ANTITY WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" 38 318" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Be" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 10838" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +80.0 -60.0 +80.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 410.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +59.5 •59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -80.0 UP TO 111" ,E,F, DJ,K,L +75.0 -76.0 TABLE 2. XOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,1 +60.0 -60.0 TO 86 7/18" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 38" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 ._ -65.2 74" A,B,G,H +75.0 -75.0 +75.0 _ -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 •68.1 +63.8 -63.8 es ring amt totida ButdingCa� a °�ep`mu�n° s; �,t�-t - g-- i.mr,, • t l iN' UP TO 74" C'Q'E'F' I," +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16° LAMI - (118" A, .090,1/8" HS) C. 5/16" LAMI - (1/8 HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3116" A, .090, 3/18" HS) F. 7/16" IAMI - (3/16' HS, .090, 3/16" HS) G. 13/16" LAMI IG -118" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI 1 G -1/8" OR 3/16"A (RAIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118 "HS) I. 13/16" LAMI 1G-1/8 OR 3/16"A (MIN.), 5/16" OR 3/8" AR SPACE, 5/16" LAMI - (1/8 HS, .090,1/8"HS) J. 13/16" LAMI 1G -1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3116"A) K. 13116" LAMI I6-1!8" OR 3/16 "A (MIN.), 318" OR 1/4" SPACE, 7/16" LAMI - (3116 "A .090, 3116"HS) L 13116" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"I-IS, .090, 3/16"HS) `` ,,, �` *.. ** s'. z:.".11/4 : �H4OO 58105 Gl�� 1 { i'A •. StAfEQF $1,,',i�� (,� • .'•. * - J 12, • .2� J.J. 90111!19 E ND CHANGE THIS SHEET mm TECHNOLOGY DRIVE Nm.WM pare same DESIGN PRESSURES amdsr J.R. thee, DWI w r 00TOPe ±== J.J. HORIZONTA ROLLER MNDOW, IMPACT = °7� A L p 9 � FJG t slb� Better Imo NTS 3 e 11 4127 -40 E 27 318" MAX. DLO VENT 6 r 84 616" MAX. DLO FIXED O 27 3/8° MAX. DLO VENT --°► r- NOP 27318 MAX. DLO FIXED 6 6 ill 6 X 110° MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (114 -1/2 -114) 33 8118° MAX. rDLO VENT r_ 339118 MAX. DLO FIXED 1 A 67 3/8° MAX. DLO ALL FIXED UTES i J f/ _ { X C73° MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO -I A 66° MAX. DLO ALL VENTS sr MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONING. O 1 7/16" MAX. WIDTH I.F. FRAME ---6-1 86 7/18° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL = I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) Amid* U MI NO CHAPLIN Th1 8IfEET ao DM E 16*It No CHANGE DES SHEET . RIG OWN al F.2 riN 1p _ 2 J.I. 9123100 I ISMANN E D 1070 TECHNOLOGY ORME NOKOMIS, PL 342/5 P.O. BOX 1529 NOKOMIS, FL 34224 ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT v . >s m IRa1YNt Wn taaUO I NTS 1-1.11 I 4127-10 E FR7]DUCTRHYMED oomp1 ingwihtheFbMlda Building Co& Aoceptence Alo �.., .r,•IFI/4. ^\�st. yiGENse No.68705 P EB 03700 INTERIOR MAX VENT DLO {�— MAX. FIXED DLO — 1 MAX. WIDTH (FLANGE FRAME) EXTERIOR SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX HEIGHT FLANGE FRAME INTERIOR I-"- MAX. FIXED DLO --0-1 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR Ali INTERIOR SECTION C-C W SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) 141118$ 8m 8 J.4 10/17/11 E NO CHANGE TNeSHEET tMEEr FK 4/149,7 oC ADD JA[FR4ME17EMS91,42 AND 43 AND VIEWS. F.0 �..1. maw 6/11 NO CHANGE THIS 1070 TECHNOLOGY ORME N KOMIS.FL9'me P.O. BOX 1614E WOWS, 8.34374 SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HMO I 5 1 11 I 4127-10 I E PRODUCT REVVED es complying with dmFkuth Building Codo A000 No am �.�ttttttlr�l \` X YNN 41/4"/. , * : No. 0706 • 1-150 . sTA OF •/ „iSSlONAt. � 1..LVHA P.E. �4 P.SS 2x706 .7-u I7b114 DWG# R8Y 1 4102 A 2 4025 DI1CRIPTION MAT PM/ FLANGE FRAME HEAD 6063 -T6 AL 612237' SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3 /4 PR PAN HEAD 7834AA 4 6 7 8 10 12 13 14 15 16 17 19 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 SASH STOP COVER (SASH STOP) 6063 -T5 AL FLANGE FRAME SII 6063•T6 AL 64136 SILL ADAPTOR 6063 -T6 AL 64137 ROLLER TRACK 6063 -T6 AL 64131 WEEP HOLECOVER POLYPROP. 71298 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 21 22 23 24 4105 1683 225-1 226 A FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT 48 X 1.000 QUAD PN. SMS O SCREEN ADAPTOR B FIXEDMEETINGRAIL WSTP.,.187 X .230, FIN SEAL SASH TOP &BOTTOM RAIL WSTP.,250 X .270 BACK, FIN SEAL ROLLER HOUSING & GUIDE BRASS ROLLER WHEELS 6063 -T6 AL 612225 74134W/K 781PQA 6063-15 AL 641100 6063110 -T6 AL 64034A 640660 6063 -T5 AL 612240 61683E 42112HD BRASS 7BRWHL2 29 32 33 33 36 37 38 39 4128 4006 1235 1096 1016 4126 1683 7070 HORIZONTAL ROLLERSASHTOP GUIDE D SASH MEETINGRAIL WSTP.,.170 X 270 BACK, FIN SEAL SWEEP LATCH POLYPROP. 44128N 6063118 -16 AL 64006 67816G DIE-CAST 71096 48X.625 PH. FL. SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP.,250 X 270 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187 X .275 67070K 40 LAPP RAIL COVER CAP 74078"C" LORR 41 42 43 4139 4140 4141 LE. FRAME HEAD 6063 -T6 AL 64139 I.F. PRAMBSILL 6063 -T6 AL 64140 12. FRAME JAMB 6063-16 AL 64141 50 GAZING DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL G AZINGBEAD BULB (THIN) 6TP248K 53 4039 54 55 56 59 60 61 62 4044 4222 985 4067 B GLAZING BEAD -5/16" 13 GLAZING BEAD -5/16" W /ORILLKIT A OLAZINGBEA.D- 7/16" 6063 -T5 AL 6063 -T5 AL 64039E 644703 6063 -T5 AL 64222 GAZING BEAD -7/16" W /GRILL KIT 6063 -TS AL 6985 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 63 GLASS, 5/16" LAMI (U8" A, .090 PVB, 1/8" A) " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3116" HS) 64 FK 248108 Robbie E RsiArtz 0 Nadia*, C NO CHANGE THIS SHEET ADDED! J'rooLMSTYPES ADD REMS 41, 42.149 1070 TECHNOLOGY ORME NOXOMIS, FL 34278 P.O. BOX 1828 NOXOMIS, PL 3404 ITF114 DWG4 REY' DKBCRIPTION 1 MAT'L , I PGIW 66 GLASS, 1a/16" LAMI 1G•1 /8"A (MIN.), 3/8 "AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1 /8"A) 67 " 13/16" LAMI KI.1 /8"A (MIN.), 318" AIR SPACE, 5116" LAMI (1/8"A, .090 PVB, urns) 68 " 13116" IAMI I0.1 /8"A (MIN.), 3/8" AIRSPACE, 5/16' LAMI on' Hs, .090 PVB,1/8"HS) 69 " 13/16" LAMI 10.3/16"A (MIN.), 3116" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 70 " 13116" LAMI I0.3/16"A ( MIN.), 5/16" AIR. SPACE, 5/16" IAMI (1/8"A, .090 PVB,1/8 "HS) 71 " 13/16" IAMIIG•3/16"A (MIN.), 5/16" AIRSPACE, 5116" LAMI (1 /8"HS,.090 PVB, 1/8"HS) 72 " 13/16" LAMI KI.1/8"A (MIN. ), 1 /4" AIR SPACE, 7/16" LAM1 (3/16"A, .090 PVB 3116'A) 73 " 13/16" LAMI I0.118"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16" LAMI 10.1 /8"A (MIN.), 1/4" AIRSPACE, 7/16" LAM1(3/16"HS, .090 PVB, 3/16"HS) 75 13/16" LAMI I0.3/16"A (MIN.), 3/16" AIRSPACFI, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 76 " 13116" LAMII43116"A( MIN.), 3 /16" AIR SPACE, 7/16" LAMI (3116 A,.090PVB,3/16"HS) 77 " 13/16" LAMI IG3/16"A ( MIN.), 3116" AIRSPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16 "HS) 90 1014 SCRIM FRAME(HOR. & VER.) 3105 -H14AL 91 1630 SCREENCORNERKEYW/RIN(13 POLYPROP. 92 1631 SCREW CORNER KEYW /OUFRINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST.' 94 1624 SCRt NSPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CIATH L1.088 --► 43 I.F. FRAME JAMB 44141, 8083 -78 i V&7LIj Deaer PARTS LIST i 2.62 2710 - - 41 I.F. FRAME HEAD 44139, -T8 42 .062 3.182 • 2.710 .F. FRAME SILL 44140, 606346 ALUM,. HORIZONTAL ROLLER WINDOW, IMPACT tistbellaca ERIN Mrs 6 d 11 snot*. 4127 - -10 ` a� � ` 0 14 S L .. ... 1 � /o. „' /'' * *= No. 50705 0 STA OF a LW &6!U R P.E. P.E.E 58705 O FLANGE FRAME HEAD #4102A, 808346 .480 L_ f k-1.45 wi SASH STOP #4025, 808&T5 21 SASH TOP & BOTTOM RAIL #4133,8063 -T5 .060 "8 1.098 I* IJ c) GLAZING BEAD, 6/16" LJ #40446,808345 (USED W/ GRILL KIT) 1.22 0 FLANGE FRAME SILL #4138.6063 -T8 \_/ HORIZ. ROLLER TRACK #4131, 8083 -18 - 0-1.081 I+-- 32 SASH MTG. RAIL #4006D, 6083HS -T6 1.098 .678 iT 0 GLAZING BEAD 7/16" �1 #4222A, 6063-T6 0 FRAME SILL ADAPTER L� // #4137, 6083-T8 L1.403 -�-1 17 FIXED MEETING RAIL #40548.6063HD•T6 SASH SIDE SIDE RAIL #4126, 6063•T8 .050 1.115 1 • -•1 -t- 0 GLAZING BEAD, 7/16" 750, 6063 -T8 (USED W/ GRILL KIT) .513-1 � .738 0 SASH STOP COVER #4053,6063 -T6 13 FLANGE FRAME JAMB #4002A, 8063 -T8 .878 1.oas-1- ---II 1 C) GLAZING B 6/16" \ J #40398, 809.76 080 T -1 . 1 1.097 59 GLAZING BEAD, 13/16" #4087.6083 -T8 Soot ..ROP 97/11 Realelow E Awed OR lemmas FX JR Dm= Q, F.K Odia 620/91 �6W nog 28585 NO CHANGE THIS SHEET NO CHANGE 7M8SHEET' NO CHANGE MNSHEET M• EMO 9070 TECHNOLOGY DRIVE NOKOMlG. FL34278 P.O.8QX 1829 NOKOMI. FL 34274 b EXTRUSIONS rm ALUM HORIZONTAL ROLLER WINDOW, IMPACT HR790 Had 7 at 11 ( ft 412740 I E PRODUCT RriVISED as ocaoplyios with tho Ptarida Building Code No ►VD • 41 ``■%aNy .. . Nid / itii/i� * ' No. 58705 • . A L P.E. P.E.988705 ANCHOR QUANTITIES, XOX (114412-1M) WINDOINS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114" ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (08) 0 ANCHOR TYPE, & SUBSTRATE GLASS TYPES A,B.C,0,1-1,1 GLASS TYPES D,E,F,J,K,L 2.3, WOOD 2. CONC 1. CONC 2,3, WOOD 2, CONC 1. CON( ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE v ~i HEAD & SILL HEAD & SRL -, HEAD & SILL ,8 HEAD & SILL HEAD & SILL HEAD & 8111 uv; 2. GLASS TYPES: A 5118° LAMI - (18;" A..0$0,1/8° A) B. 6/18° LAMt - (118" A 080,1/8 HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 53.126* 38.375 48.000 80.825 64.000 60 000 83.000 1+C2 +1 +C2 +1 2 1 +C2+1 +C2+1 2 1 +02+1 +C2+1 2 1 +02+1+2 +1 2 1+02 +1 +C2+1 2 1 +C2+1 +0211 2 C. 7/16" LAMI - (3/1 "A, &.020.. HS} D. 7118° LAMI - (3h6A,. 090, 3h6A) 1 +C2+1 +C2 +1 3 1+02+1 +02+1 3 1 +132 +1 +C2 +1 3 1 +C2+1+C2+1 3 1+C2 +1 +C2+1 9 1+C2+1+C2+1 3 E. 7/18" LAMI - (3/16° A,.090, 3/16" HS) 1+C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +02+1 +C2+1 3 1 +C2+1 +132 +1 3 1 +02 +1+(2+1 3 1+C2+1+C2+1 3 F. 111 LAMI - {0 -18' OR 3/ 6° A (MIN.), 13h6 LAMI IG -118° OR 3h8° A (MIN.). 5/18° OR 3/8' SPACE, 5118° LAMI - ('UB° A,.090, 1/8" A) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2+1 +132 +1 3 1+C2+1+C2+1 3 1 +C2 +1+C2 +1 3 1 +C2+1+C2 +1 3 H. 13/16" LAM 10 -1/8° OR 3/16 A (MIN.), 5/16 OR 318" SPACE, 6h6 LAMI - (1/8" A,.090,1/8" HS) 1 +132 +1 +( +1 3 1102 +11(2+1 3 1 +02+1 +( +1 3 1 +C +1 +132 +1 3 1 +t +1 +02+1 3 10(2+1+(2+1 3 1 13116 LAMI IG - 1/8° OR 3/16 A (MIN.), 5/16 OR 3/6 SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8° HS) J. 13/16" LAMI 10 - 1/8" OR 3118' A (MIN.), 3/18° OR 114° SPACE, 7/16" LAMI - (3/16' A,.090, 3116 A) 1+C2 +1+C2 +1 3 1 +C2+1 +C2+1 3 1 +0211 +C2+1 3 1+(2+1+02+1 3 1 +C2 +1 +C2+1 3 1+C3+1+C3+1 3 K. 13h6 LAMI 10 -1/8° OR 3/16° A (MIN.), 3/16" OR 114° SPACE, 7h6 LAMI - (3116" A,.090. 3116" HS) 80.000 x 38.375 48.000 60.825 64.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02+1 +C2+1 2 1 +C2+1 +C2+1 2 1 +C2 +1 +132 +1 2 1+02+1 +02 +1 2 1+C2+2+C 2 +1 2 L. 13h6° LAMI IG -1/8° OR 3/18° A (MIN.), 3/16" OR 1/4" SPACE, 7/18" LAMI - (3h8 HS„ , 3118° HS) 1 +02+1 +02 +1 3 1 +02+1 +C2+1 3 1 +(2+1+02+1 3 1+C2+1+C2+1 3 1 +132 +1 +02+1 3 1 +02+2+02+1 3 3. WIDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2+1 +02+1 3 1 +02+1 +132 +1 3 1 +02+1+02 +1 3 1 +02 +2+02 +1 3 DIMENSIONS. FOR WINDOW SUMS NOT SHOWN, (i0 TO NEXT LARGER WINDOW IN TABLE. 1+02 +1+02 +1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1+02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1+01 +2+02 +1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+C2 +1 +132 +1 3 1+C2+1+C2+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +132 +1 +02+1 3 1+03+2+03+1 3 26 314' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 1 +C2+1+C2+1 3 1 +0241 +02+1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +(3+2+(3+1 3 TABLE KEY: 74.000* 38.375 48.000 60.625 64.000 60.000 83.000 1+02 +2+(2+1 2 1 +02+1 +02+1 2 1 +02+2+(2+1 2 1 +02+2+(2+1 2 1 +02+2+02+1 2 1 +C2+2+C2+1 2 X Q X 1+02 +2+02+1 1+02+2 +02+1 3 1 +132 +1 +C2 +1 3 1+02+1 +C2+1 3 1 +02+2+02+1 3 1+(;+2+02+1 3 1 +(x+2+02 +1 3 1+(2+2+(2+1 3 1 +(2+2+0x+1 3 1+02 +2+02+1 3 1 +02+2+(x+1 3 1+C2+2+02+4 I1+q HOR QUANTITY PER JAMB +4+(3+1 3 I-+-- 3 3 HEAD AND SILL ANCHOR QUANTITY. 1 +(2+2+02+1 3 1 +C2f1 +C2 +1 3 1 +02+2+(2+1 3 1+02 +2+02+1 3 1 +02 +2+(2+1 3 1 +(3+2+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT HOR MEETING RAIL PLUS VENT ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02+1 3 1 +02+1 +02+1 3 1+12+2 +(2+1 3 1+02 +2 +02+1 3 1 +02+2+02 +1 3 1+03+2+03+1 3 1 +(2+2+(2+1 3 1 +02 +1 +C2+1 3 1+03+2+03+1 3 1 +0+2+03+1 3 1 +02+2+02+1 3 1+03+2+4+1 3 84.0008 38.375 48.000 50.Cii5 64.E 60.000 63.000 1+C2 +2+02+1 2 1+02+2+(2+1 2 1 +(2+2+02+1 2 1 +02+2+02+1 02 2 1 ++2+02+1 2 1+02 +3 +02+1 2 1 +0x+2+(2+1 3 1+02 +2+02+1 3 1 +(2+2+(2+1 3 1 +C2+2+02+1 3 1 +C2+2+C2+1 3 1 +03+3+03+1 3 1 +02+2+02+1 3 1+02 +2+02+1 3 1 +(x+2+02+1 3 1 +02+2+02+1 3 1 +(2+2+(2+1 3 1+03 +3+03+1 3 1+C2+2+C2+1 3 1 +02 +2402+1 3 1 +132+2 +02+1 3 1+02+2+4+1 3 1 +(2+2+(2+1 3 1 +04 +3+(4+1 9 26 3/4" max - -'• ( I-+-3" MN. PRODUCT REVISED as wangIying with Sea Abnfda Building Code "oNo 1+02 +2 +02+1 3 1 +132 +2+02+1 3 1+4+2+4+1 3 1 +133 +2+02+1 3 1+02 +2+02+1 3 1 +134 +3+04+1 3 1 1 !41 X 1 1 1 4 1 0 1 X 1+02+2+02+1 3 1+C2 +2+C2+1 3 1 +(312+(3 +1 3 1+03 +2 +03 +1 3 1+02 +2+(2+1 3 1 +04+3+04+1 3 9"REF' 100.375x 38.375 48.000 60.826 84.E 60.000 633.000 1+02 +2+02+1 2 1+02 +2+02+1 2 1 +02+3+(2 +1 2 1 +02+3+02+1 2 1+(2 +3+02+1 2 1 +132 +4+02 +1 2 1-----„.." 1 +02+3+02+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1+02+3+02+1 3 1 +03+4+03 +1 3 MTG. RAIL.. TYP.— CLUSTER WI QTY. OF (3) ANCHORS 1+02+3+02+1 +3+01 1+44 3 1+02 +2+02+1 3 1+02+2+(2+1 3 1+03 +3+03+1 3 1t09 +3103+1 3 1 +03 +3+C3+1 3 1 +(9+3+(3 +1 3 1 +03+3+03+1 3 1 +133 +3 +03+1 3 1 +(2+4+4+1 3 1+(4+44(4+1 3 EXAMPLE 3 (SHOWN IN TABLE KEY ABOVE); F 1+C3 +3+0+1 3 1 +02+2 +(2+1 3 1 +04+3 +04+1 3 1+04 +3+04 +1 4 1+4+3+03+1 3 1 +04+4+04 +1 3 1s._�. Ptatuat •.., (LYNN 1+4+3+03+1 3 1+02 +2+02+1 3 1 +C4+3+C4+1 3 1 +C4+3 +04 +1 4 1 +04 +3+(4+1 3 1 +03+4+C5+1 3 '•' —25 NC MAX. °TYP. 111.000x38.376 48.000 60.E 54.000 80.000 63.i 1 +02 +3+02+1 2 1 +02 +2+02+1 2 1 +02+3+02+1 2 1+02+3 +02+1 3 1 +02+3 +02+1 2 1+02+4+02+1 2 112 �3° MtN. 1 +02+3+02+1 3 1 +02+2+02+1 3 1 +(3+3+4+1 3 1 +03+3+03+1 3 1 +(2+3+02+1 3 1M2+4 +4+1 3 6 1 Q14 1 1 11 t i t ``�N\��N. 4 /141//,i `+ ,t+.. 00EN4.' :..7:3f • " *, Na 58705 : *" _ ��1 /ice � 0 STA' I^ . k.... % F "' .!�tornoP..: �� : ,�SStO �AC;.� �f�,,�NAGII�,� a�vnwlra%i.eR P.E. P.E.958705 1 +02 +3+02+1 3 1+02+2+02+1 3 1 +03+3+03+1 3 1 +03+3+4 +1 3 1 +(3+3+4 +1 3 1 +03+4 +03 +1 3 X .,,, 0 X 1+C3+3+03+1 3 1 +02+2102+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1 +04+4 +04+1 3 1+4+3+02 +1 3 1 +02 +2+(2+1 3 1+04+3 +04+1 3 1+04 +3+04 +1 4 1 +03+3+03+1 3 1 +134 +4 +C4+1 3 MTG. RAIL, TYP.— 1 +A3+3+03+1 3 1 +02 +2+02+1 3 1 +04 +3+04 +1 3 1 +04 +3+04 +1 4 1 +134 +3+(4+1 3 1+06+4+08 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Jmen 10M7//1 NOCdCaMttiETTi/88H�7 a. ANCiHORAGE SPACING, XOX (914 -1 114) BP J.R 8/25/1 Alittitter 0 ADD@K3 CAP 70C2NE6+ERED @ +8OFTNO7E ,om T2CkWOLOf+Y ortroe Iua*oana,rra�s P.O.atm1029 NO/C01421. F.34274 ,. ALUM HORIZONTAL ROLLERWQVDOW,lA+1PACT �FJJCC' amabOP P.K 4(18!07 Dem 1!28!06 Reeigtose 0 *Wader J.J. UPDATE TABLE 4, CAW VAWEEr�roa CAPAJ. adz $n9/00 I Hebb Bauer a eoa+o�e HMO r� NTS aa.m 18 d 11 c,.w+� I 4127.10 eue I E ANCHOR QUANTITIES, XOX (1/3. 1/34/3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (08) ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B4O,H GLASS TYPES C.D,E,FAJ,K, L 2.3, WOOD 2, LONG 1, CONC 2.3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZOOS WINDOW SIZE W v Ii HEAD & SILL HEAD '& SILL HEAD & SILL 3 HEAD & SILL HEAD & SILL HEAD & SILL Z. GLASS TYPES: A I A. 5116" LAMI - (118" A,.090, 118" A) '+ B. 5118" LAMI - (1/8" A,. 090,1/8" HS) FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED 1.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000* 38.375 48.000 80.825 54.000 80.000 83 000 1 +02+1+02 +1 2 1 +C2 +1 +C2 +1 2 1+02+1 +02+1 2 1+02+1 +02+1 2 1 +02+1+02 +1 2 1 +C2 +1+02+1 2 C. 5/18" LAMI - (1/8" HS,.090,118" HS) 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 D. 7/18" LAMI - (3/18" A,.090, 3/18"A) 1+02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+02+1 +02+1 3 1+02 +1 +C2 +1 3 1+02+1+02 +1 3 1 +02+1 +02+1 3 F•7 /16"LAMI -(3/18 88,09 3/18" HS) F. 7118" l.AtuO - (3118° HS,.i�, 3118" HS) 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1+02 +1 +02+1 3 0.13/16" LAMI 1G -1/8" OR 308° A ( MIN.), 8/18" OR 3/8" SPACE, 5/18° LAMI - (1/8" A,.080, 1/8" A) 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 H. 13116" LAMI 10 -118" OR 3/18" A (MIN.), 6/16" OR 3/8" SPACE, 5118" LAMI - (1/8"A,.090, WV HS) A 5/18" OR 318" SPACE, 5/1S" LAMI HS,.090, 1/8" HS) 1+02+1+02+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +( +1 3 1+02+1+02+1 3 1+02+1 +C2 +1 3 1+03+1+03+1 3 I. 13118" LAMI 10 -1/8" OR 3118" (MIN.), - (1V" J. 13/16' LAMI 10 - 1/8" OR 3118" A (MIN.), 3118" OR 1/4" SPACE, 7/18" LAMI : (3118° A,.090, 3118" A) 63.125x 38.375 48.030 50.825 54.000 80.000 83100 1+02 +1+02+1 2 1 +02+1 +02 +1 2 1+02+1 +02+1 2 1 +C2 +1 +02+1 2 1+02+1 +02+1 2 1 +02+1+02+1 2 K. 13/18" LAMI 10 -1/8° OR 3/18"A (MIN.), 3118" OR 1/4" SPACE, 7/18° LAMI - (3/18" A,.090, 3118° H8) 1+02 +1 +02+1 3 1+02 +1 +02 +1 3 1+02+1 +02 +1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 L. 13/18" LAMI 10 -1/8" OR 3/18° A (MIN.), 3116" OR 1/4° SPACE, 7/18" LAMI - (3/18" HS,.090, 3/18° HS) 1 +02+1+02 +1 3 1.02+1 +02 +1 3 1+02+1 +02 +1 3 1+132+1+02+1 3 1 +0:20 +02 +1 3 1+02+1 +02+1 3 3. WINDCNV ANCHOR QUANTITIES ARE PER ARJACENT TAKE /iND BASED ON TIC FOLLOWING 1 +02+1+02+1 3 1+02 +1+02+1 3 1+C2+1 +02+1 3 1+02+1 +02+1 3 i +02+1 +02+1 3 1 +02+1 +02 +1 3 DIMENSIONS. FOR WIND WV SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02+1 3 1+02+1+02 +1 3 1+02+1 +02+1 3 1+02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +03+1+03+1 3 1 +C2 +1+C2 +1 3 1+02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1+03+1+03+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE FROM CORNERS 80.000* 38.375 48.000 50.825 54.000 60.000 63.000 1 +02 +1+02 +1 2 1 +02 +1 +02+1 2 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02+1 2 1 +02+1 +02 +1 2 3/JAMBS: MFR' � MAX. FROM CORNERS AND 22112" MAX. O.C. 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1+02+1+02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 TABLE KEY: 1+02+1 +02+1 3 1+02+1+02 +1 3 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1'3 1 +02+1+02+1 3 A O X 1+02+1 +C2 +1 3 1+02+1+02 +1 3 1+02+1 +02 +1 3 1 +02+1+02+1 3 1+02 +1 +02+1 3 1+03 +i +03+1 3 11+03+1+C3 +11 3 I-+-- ANCHOR QUANTITY PER JAMB 1 +C2 +1 +02+1 3 1+132+1+02+1 3 1 +02+1+02+1 3 1 +C2 +1+02 +1 3 1 +02+1 +02+1 3 1 +03+1 +030 3 1� HEAD ANO SILL ANCHOR QUANTITIES 1 +02+1 ±02+1 3 1 +02 +1+02+1 3 1+02+1 +02+1 3 1+03 +1 +0 +1 3 1 +02 +1+02+1 3 1 +03+1+03 +1 3 68.000x 38.375 48.000 50.825 84.0 80.0 83.E 1+02+1+02+1 2 1+02+1+0 2+1 2 1+02+1+02 +1 2 1 +02 +1+02+1 2 1 +02 +1+02+1 2 1+02+1 +02+1 2 A CLUSTER I3) AR CENTERED ON EACEACH MEEE TING RAIL L PL ANCHORS U5 (1) 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1+02 +1+02 +1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02+1+02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1+C3+1+03+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 1 +02+1+02 +1 3 1 +02 +1+02+1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1+02 +1+02+1 3 1 +03+1+03+1 3 (9) ANCHORS TOTAL. AT HEAD AND SILL 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1+02+1+02+1 3 1+03+1+03 +1 3 1 +02+1+02+1 3 1+03+1 +03+1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 1+03+1 +03+1 3 1 +02+1+02 +1 3 1+03+1 +03+1 3 74.000 x 38.376 48.E 50,825 84.000 60.0 833.1 1 +02 +1+02+1 2 1 +02 +1 +02 +1 2 1+02+1+02 +1 2 1+02 +1+02+1 2 1 +02 +1+02 +1 2 1 +02+1 +02+1 2 - 125 314" MAX -•.•i 1..-3' MIN. 1+02+1+02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +03 +1 +02+1 3 as o Aw901110 No t� 1,. 0;0 r 0: r _`` ^, "..'.'.7. '''} `,: ::; . 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+03+1+03+1 3 1 ■ 1 1 1 O 1 X 1 +02+1+02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +03 +1+03 +1 3 X 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1 +03+1 +03+1 3 1+02 +1+02 +1 3 1 +03+1 +03+1 3 1--- \ 1+02+1 +02 +1 3 1 +02 +1 +02+1 3 1+03 +1 +03+1 3 1 +03+1+03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 MTG. RAIL, TYP. 84.000x38.376 48.000 80.828 54.000 80.000 83.000 1 +02+1 +02+1 2 1 +02+1 +02 +1 2 1+02+1+02+1 2 1+02+1+02+1 3 1 +02 +1 +02 +1 2 1+02 +1 +02 +1 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1+02 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+03+1 +03+1 3 1 +02 +1+02+1 3 1+92+1 +02 +1 3 1 +02+1+02 +1 3 1+02+1+02+1 3 1+02 +1 +02+1 3 1+03+1 +03+1 3 (SHOWN IN TABLE KEY ABOVE) 1+02+1+02+1 3 1+02+1+02+1 3 1 +03 +1+03 +1 3 1 +03+1+03+1 3 1+02 +1+02+1 3 1+03+1 +03+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+03+1+03 +1 3 1 +02+1 +03+1 4 1+03+1+03+1 3 1+03+1+03 +1 3 -- 25 3/4 "MAX 1 +03+1+03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 2 1 +02+1 +02 +1 3 1 +03 +1+03+1 2 1 +02 +1+02+1 4 1+03+1 +03+1 3 1+02+1 +02 +1 3 1+04 +1 +04+1 2 1+02 +1+02 +1 4 2 " I-4--3" MIN. 88.4379 38.378 48.000 50825 114.000 60.000 83.E 1+02+1+02+1 2 1 +02 +1+02 +1 1 1 1 11 1. 1161 1 totllHtil,, ' �`\\' "( LYNN AZ hii, �, 'l`�••�10ENS 44,.. ` * No. 58705 ' * " =-0 %...§0:'. fL a. .�kl % S oR10 .s,":.4-‘‘‘‘ . � ��'',S,f0NAL1 � a 1tg P.E. P.ES Wee 1 +02+1+02+1 3 1+02+1+02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 Vim' X O X 1 +(2 +1 +02+1 1 +02+1+02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +02+1+02 +1 3 1+03+1+03+1 3 1+02 +1 +02+1 3 1+02+1+02+1 3 1 +03+1 +03+1 3 1+03+1+03+1 3 3 1+02+1+02+1 3 1 +02+1+02 +1 3 1 +03+1+03+1 3 1+03+1+03+1 4 1+03+1 +02+1 3 1+04+1 +04+1 4 MTG. RAIL, TYP. 1 +03+1 +03+1 3 1 +02 +1+02+1 SHEET 3 1 +03+1 +03+1 3 1 +03+1+03+1 4 1+03+1+03+1 3 1+04 +1 +04+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS wL 1on7/11 a NOCHANGETI O 113-1 1 ANCHORAGE SPACING, XOX ( 13. 13J m„0$ Alt 1 , _ NOM IWWO TECHNOLOGY ERNE NOX0hils, R.34218 o awe ism nac. w sozra AM HORIZONTAL ROLLER WINDOW, IMPACT Wadi* F.K &arm* FA Vffite 4,18/07 Daft 2/28108 cam Mabel* .1.1 raece� lSCrvnLr>ES� ANCHOR c>u� aor trabs, I SRNS i91<bty Bum, HEM I Nis 18 11 4927 -90 I E ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 8 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHORTYPE> Z3, WOOD 2, CONC 1, CONC 2,3, WOOD Z CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE 63 2 o$ 5 37.000 x 38.376 48.000 60.826 54.000 80.000 63.000 48.000 x 38.375 48.000 50.625 64.000 80.000 83.000 1 +02 +1 1+02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1+02 +1 1 +02 +1 1 +02 +1 1 +02+1 1+02 +1 1 +03+1 1 +03+1 2 3 3 3 3 3 2 3 3 3 3 3 1+02 +1 1 +02 +1 1 +02 +1 1 +02+1 1 +02+1 1 +02 +1 1 +02+1 1 +02 +1 1 +02+1 1 +02+1 1 +02+1 1 +02+1 2 3 3 3 3 3 2 3 3 3 3 3 1 +02 +1 1 +C2 +1 1 +02+1 1 +02+1 1 +03+1 1 +03+1 1+02+1 1 +02+1 1 +03+1 1 +03 +1 1 +03+1 1 +03+1 2 3 3 3 3 3 2 3 3 3 3 3 1 +02 +1 1 +02+1 1+02 +1 1 +02 +1 1 +02+1 1 +02+1 1 +02 +1 1 +02+1 1 +02+1 1+02+1 1 +03+1 1 +03+1 1 +02 +1 2 1 +02 +1 2 1 +02+1 3 1 +02 +1 3 1 +02+1 3 1 +02 +1 3 1 +02+1 3 1+02+1 3 1 +02+1 3 1 +03 +1 3 1 +02 +1 1 +03+1 3 1 +02+1 1 +02 +1 2 1 +02+1 3 1 +02+1 3 1 +02 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +03+1 3 1+02+1 3 1 +03 +1 3 53.126 x 38.376 48.000 50.825 54.000 60.000 83.000 60.000 x 38.376 48.000 50.826 54.000 60.000 83.000 66.000 x 38.375 48.000 50.625 64.E 60.000 83.000 74.000 x 38.376 48.000 60.626 54.000 80.000 63.000 1+02 +1 1 +02+1 1 +02+1 1 +03+1 1 +03+1 1 +03+1 1 +02 +1 1 +02+1 1 +03+1 1+03+1 1 +03+1 1 +03+1 2 +02+2 2+02+2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 1 +02+1 1 +02+1 1 +02+1 1 +02+1 1 +02+1 1 +03+1 1 +02 +1 1 +02+1 1 +02+1 1 +02+1 1 +03+1 1 +03+1 1 +02+1 1 +02+1 2 3 3 3 3 3 2 3 3 3 3 3 2 1 +02+1 1+03+1 1 +03 +1 1 +03 +1 1 +03+1 1+04 +1 2 +02 +2 2+03+2 2+03 +2 2 +03+2 2 +04+2 2 +04 +2 2+02+2 2+03 +2 2 3 3 3 3 3 2 3 3 3 4 4 3 3 1+02 +1 1 +02+1 1 +02 +1 1+03 +1 1 +03+1 1 +03+1 1 +02+1 1+02 +1 1 +03 +1 1 +03+1 1 +03+1 1 +03 +1 2+02 +2 2+02 +2 1 +02+1 1 +02 +1 3 2 1 +03 +1 1+02+1 3 2 1 +02+1 3 1 +03+1 3 1 +02+1 3 1 +03+1 3 1+02 +1 3 1+03+1 3 1 +02+1 3 1 +03 +1 3 1 +C3+1 3 1 +04+1 3 1 +02+1 2 2 +02+2 2 1 +02 +1 3 2 +03+2 3 1 +02+1 3 2+03+2 3 1 +02 +1 3 2 +03+2 3 1 +03+1 2+04 +2 4 1 +03 +1 3 2+04 +2 4 1+02 +1 2 2+02 +2 3 1 +02 +1 3 2 +03+2 2 +03+2 2 +03 +2 1+03+1 2+02+2 4 4 4 4 3 1 +02 +1 1 +02+1 1 +03 +1 1 +03+1 2 +02+2 3 3 3 3 2 2+03+2 2 +03+2 2+04+2 2+04 +2 2 +02 +2 3 4 4 4 3 2 +03 +2 2+03+2 2+03+2 2 +03+2 2 +02 +2 1 +02 +1 3 2 +03+2 2+03 +2 3 3 1+02 +1 3 2 +03+2 4 1 +03+1 3 2 +04 +2 4 1 +03+1 3 2 +04 +2 4 2 +03+2 2+03+2 2+03+2 2+03+2 2+03+2 Rail= 4 2+02+2 4 2+02 +2 4 2+03 +2 4 1 +03 +1 4 1 +03+1 3 2 +03+2 3 2 +03+2 3 2 +04 +2 3 2 +04 +2 3 2 +04 +2 4 2 +03 +2 4 2+03+2 4 2+03 +2 4 2+03 +2 4 2+04+2 2+02 +2 2 +02+2 2 3 2 +02+2 2+03+2 2 +02 +2 3 2+03+2 3 4 4- 2 +03+2 3 2+04 +2 4 2+03+2 3 2+04 +2 4 E NO CHANGE T E8H EET e/Eo/11 40607 FJC Dian FJf 208103 ty° AM O fadator 0 Arnso i0GIP71DBE TEMPERED @+90FTNO7E 2+03+2 CHG.TABLE#TOB, 8 SELECTVALUE$DUE TOANCHOR CAP. A04 J.J. 9,@38 8 4 2+04 +2 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (06) 2. GLASS TYPES: A. 6/18" LAMI - (118"A,.090, 1/8" A) B. 5/16" LAMI - OM" A..090,118" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16' LAMI - (318°A,.OGO, 316" A) E. 7/16' LAMI - (3/16" A,.090, 316" HS) F. 7/16" LAMI - (316" HS,.090, 3/18" HS) G.1316" LAMI IG - 1/8" OR 3/16' A (MIN.), 816" OR 318" SPACE, 6116° LAMI -(1/8" A,.090, 1/8"A) H. 13/16" LAMI 1G - 1/8" OR 316" A (MIN.). 5/16" OR 318° SPACE, 618" LAMI - (1/8" A,.090,1/8" HS) L 13/16" LAMI 10 - 1/8" OR 3/16"A (MIN.), 5116" OR 318° SPACE, 5/16° LAM -(1/8° HS..090.1/8" HS) J. 13/18° LAMI 10 -1/8" OR 3/16' A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3118" A,.090, 3116" A) K.13/16" LAMI IG -1/8" OR 3/18° A (MAN.), 3/16" OR 1/4" SPACE, 718" LAMI -(318" A,.090, 3/16" HS) L. 13/16" LAMA IG -118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/16" HS,.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. A FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: 9" REF. ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) r+.1- 183/4" MAX. F-3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 8 3/4" MAX. 9 1/2" TYP !+3" MIN. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1070 TECHNOLOGY DRME NOKOMIS. 8.34278 P.D. sox 1028 NOKOMIS, M.39274 TANCHORAGE SPACING, OX AND X O WINDOWS ALLML HORIZONTAL ROLLER WINDOW, IMPACT Sattssitedst H8710 INTS 110 d 11 j 4127 -10 J E PRODUCTREvJSED as complying with the FlOaldR BindingCada Acceptance No Data PAIA 7 Miami Dada P.E.S 5870E MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1314° MIN E.D. TYP. 2x WOOD BUCK. NOTE NOTE 1 CONCRETE ANCHOR, NOTE 1 DETAIL A 114" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK, NOTE 3 DETAIL E 1/4° MAX. SHIM —1 I CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" LIMAX. SHIM �v `NOTE I • 13/4" MIN. MIN. 3.4 KS r E.D. TYP. CONCRETE DETAIL C 2x WOOD BUCK NOTE 3 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 " (3.4 KS! CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 13/8" MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE #12 TR!MFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (GB) OR 114" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/S' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 13/4° E. EXTERIOR INTERIOR,[ " J MIN. E.D (H & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS 0, H & I. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Itardayt DAP 1QN7H1 Remram E NDCBE THA9 SHEET snider J.R. Pit Woo csa WW1 4H6/D7 oto2)28/00 NO CHANGE THIS SHEET =`, i7 t any, l; qty adc 3?.WQa 1070 TECHNOLOGY DRNE NOKOMIS. FL 3427S P.O. BOX 1820 NOKOMIS, R. MTh V,�tbly t ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1710 I Half X11 b 11 I° 4127-10 I E PRODUCTURVISED os complying with QaaFlorida WW1; Coda No ato f11110;"/ 1111t 1 1111/1/1 •"‘,:oNY IYNM 1! /(e/�11 * ' No. 58705 • 13 sra* µr ©06; ataa10. A. LYNN MILLER. P.E. P.E.#SB7O5