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WS-10-267Inspection Number: INSP - 138624 Scheduled Inspection Date: March 29, 2010 Inspector: Bruhn, Norman Owner: BARROSO, JOSE Job Address: 1625 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: AMERICAN GLASS & WINDOW INC Building Department Comments March 26, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -2 -10 -267 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320320190 Phone: (305)822 -8877 replace windows and doors Passed 4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 136020. All windows must be installed Nb ec_ Page 20 of 27 ACORN►, CERTIFICATE OF LIABILITY INSURANCE THI ~ = FICATE IS ISSUED AS ATTER OF ONLY AND CONFERS NO RIGHTS UPON THE HOLDER. THIS CERTIFICATE DOES NOT AMEND, ALTER THE COVERAGE AFFORDED BY THE POLICIES m worn 03/"09/2010 I ORMATI ■ CERTIFICATE EXTEND OR BELOW. POLICY NUMBER LGSQL62304 PRODUCER CITINBURANCa �QBNCr CORP 8390 NWT PLAQLSR 8T SUITE 213 MIAMI PL 33144 305 -228 -1533 INSURERS AFFORDING COVERAGE INSURED ,A, RZC*JV QLA88 & WINDOW, INC • 1700 WEST 9T11 AVENUE HIALEAH, FL 33 010 I IN$uRERa MP INSURANCE COMPANY wMURER E: mums: INSURER 0: INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBR LTR A _ TYPE OR INSURANCE POLICY NUMBER LGSQL62304 OY fi fiFP a i�u 08-- 10.-09 P OLICY ( RA�1T' : II- �� -.- , 08 -10 -10 LIMITS GENERAL LIABILITY EACH OCCURRENCE 31,000,000 $ 100, 000 X COMMERCIAL GENERAL L ABIUIY FIRE DAMAGE (My 0119 8►e) I CLAIMS MADE X OCCUR MED EAR (Alter one !mem II 50000 $1 000, 000 PERSONAL@AOVINJURY — GENERAL AGGREGATE 82,00,000 GEM AGGREGATE LIMIT APPLIES PER PRODUCTS • COMP/OF AGO 32,00 0, 00 0 M POLICY n I I, LOC AUTOMOBILE UA 1UTY ANY AUTO Au. OWNED AUTOS BCHEOULED AUTOS HIRED AUTOS NON.QWNEO AUTOS (Ee eo lgen D L BWGLE LIMIT (EEB988 ) $ — BODILY INJURY (PA? Mall 3 ..y.. BODILY INJURY (Pet a Ident) 6 PROPLRTY DAMAGE (Par aceldenO $ GARAGE LIAOILrtY R ANY AUTO AUTO ONLY - EA ACCIDENT $ QT q eA AU O ONLYN AGO 3 EXCESS 11ABIUlY OCCUR E CLAIMS MADE OEDUCTIELE RETENTION $ r .� EACH OCCURRENCE $ AGGREGATE $ $ $ $ WORKERS COMPENSATION ARID EMPLOYERS' UAEUmY r 7Y LIM HR EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYER $ E.L DISEASE - POLICY LIMIT 3 A DESCRIPTION GLASS wrm•.r.w......mom OTHER DBDUCTX ZS OF OPERATIOPOLOCATI ONENEH1OLEBIEICLUSIONS DEALER & GLAZIER s -w 1 �� LGBQL62304 08 -10 -09 08 -10 -10 $1000 $I & PD _ ADDED OY fiNDORSIDAMSPECIAL PROVISIONS M'ZAMZ SNORES VZLL,AQs BUILDING DEPARTMENT 20050 NR 2ND AV1SNUR MZAMZ 8BORS8, PL 33138 ACOR 29.5 (7/97) ADDITIONAL INSURED) FUROR I.ERER: CANCELLATION SHOULD ANY OF THS ABOVE DESCRIBED POLICIES OE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WALL ENOEAVOR TO MIL 1 OAYS WRITTEN NOTICE TO THE CERTIFIOATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL IMPOSE NO OEUGATION OR LIABILITY OP ANY KIND UPON THE INSURER, RS AGENPS OR RQPRE.SENTA AUTHORIZED ACORD CORPORATION 1988 THE ANY NAY P .'. POUCIE REQUIREMENT. PERTAK O L I C I ' E S . EIMAAI.LA NMI CF INSURANCE UST® BELOW TERM OR CONDITION TUE INSURANCE AFFORDED A a 6 R I M E A T E UNITE SHOWN MAY % ,:, . :i .1 ,:.,� MT ODAMeMGMN.0eAIM ILrn HAVE BEEN I$OUED TO THE INSURED OF ANY CONTRACT OR mien GY THE POLICES O! CI ABED Y P A SEEN MOWED t YPAMCCLAIMS. rN�:1 •. NAMED ABOVE DODUMINT WITM HEROIN ie SUBJECT , ■ . 0 {.` ;{; FOR THE POLICY RESPECT TO WHICH TO ALL THE TERMS, �� iiF?�'T�,::,;.;, '� PERIOD IN0ICATOD. THIS CERTIFICATE EXCLUSTON0 AND CONDITIONS A to MI OECAPEROP NOTWITHSTANDING MAY as I38UrD CH OF SUCH B : :, .� r ,fE 0 ,u„ ws 2 ' LW I MAIMNNADU IJ OCOUi1 WSOEII Mom °OM w a Travlalar9 select PER30NM MOO IMJURY •■•■ G1N R *L Ad ORMAT! IS Mot MORMATE LART MK= POO — 1 maw rin I I LOO PRODWITD•COMPJOPA00 f M TIMOR w .E MEAT ANVAUro ALLONANDAVM tR ORMAI0 NuMOJIJN01 NONOWNl�DAN108 GOMENIO MINON UU1T tea=° Ulm I $04.1 ARY i ,_,.,� 6 , ( i ■•■■• 7114110 m1mL17Y MAO OW. aAAR7OIDIN? F R AI/POR l. ( RETENTION OIRM #LtMIuWY OOGUA Q IU,AINEMAOI $ PAMOOMPREI�GE 0 MAR OATS A P • E WORMS 00tIP/ $AVUNAN0 IIpALMO'uAtNL1IT o APP O N a anlvE e4040 u87839MZa2 10/07/09 10 /07/10 WC I T I IV e� eAaMRlr�tp�T a 1.000.000 Li.olIO$e CAEMPLOYEE .gdalPEmppR71cLlJrgr E 1.000.000 a 1.000.000 o7NI1e DePOIUFIonor NLOOATNttg1 VENOM IENOL4ilONI Mole IYEfI*MRMTI maim PROMO** Aregia, CERTIFICATE OF LIABILITY INSURANCE 1 ar,or o' ►eooum - Phone# 854.727-1 00 J & L Insurance, Inc. 1881 NE 20th St Sults #80 Lauderdale, FI. 33305 www.JandLlns urRncA_corn ThW 0NT PICA 155000 Al A NA`ITI II OF INFORMAI1ON ON Y MID d NO RIOMTI (�OT The CERTIFICATE A M 1'N E H CO VER ft AF FFOR�DED BY TH POLICIES INSURERS APPORDIUIG COVERAGE NAIC 0 H er n andez Staffing LLC/Amerlean Olen & Wlndow Inc. ' DOA MA Staffing Servlcee 208 S S t a t e Rd 7 #206 Plantastion, FL 33317 MUM ; 0 ,u„ ws 2 AIU R p w a Travlalar9 select Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shares, FL 33138 ENOAD ANT OP7►HANESO MRO�POLEWN CANCBLLeserre1ETMIREPIPATIM OAta TEMP. TM MAO INOUHIR Wiu, mom TO OVA. IL. own worms NOM TO MI ORPTMAT0 mum MOM 70 TN$ MFG OUT FARMS TO 0o No ow- RMPQU Nn clammy oR LOMIIJNT OP MT MIlO MOP TM MOM, ITa MEMO o .__. .. .„,firLESEnATlvn ARTPOROM R!►AIOI NTATN{ Jamas A. Sultan, Jr. A257591 From: AGGRO 25 IBO 0110B 03/1012010 10:18 #128 P.0011001 GATE s AT C 3 . ✓ c - .' n 2i 3(s` kU4"7P DO NOT FORWARD AMERICAN GLASS & WINDOW INC JOSE A FONTELA PRES 1700 W 8 AVE HIALEAH FL 33010 40 SEE OTHER SIDE }f. } }f rf� } } }fiifff� } }} fill ! }f }ir } ff,fl } }fif } } }f +r} }frt} }flit Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1625 104 Street Miami Shores, FL 1122320320190 Block: Lot: JOSE BARROSO Project Address Owner Information JOSE BARROSO Address 1625 NE 104 ST MIAMI SHORES FL 33138 -2667 Contractor(s) Phone CeII Phone AMERICAN GLASS & WINDOW INC (305)822 -8877 Type of Work: WINDOWS & DOORS No of Openings: 18 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount 83.00 31.00 8280.00 818.00 $4.00 $306.00 Building Department Copy Phone Invoice # WS -2 -10 -37093 Invoice Total Amt Paid $306.00 $306.00 Check #: 5415 Amt Due $0.00 010; Expiration: 08/25/2010 Applicant NO WS-2 -1 0-267 T WindoWSJShta terS oor Replat em s : APPROVED Cell Valuation: Total Sq Feet: $ 5,000.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 'he following pages were originally attached to plans with the following permit # ,0/01 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Owner's Name (Fee Simple Titleholder) Owner's Address 15 E City /1YYJ l qho res Tenant/Lessee Name State Job Address (where the work is being done) // yi7E /0 3 NV tSB • FEB 22201fl BY: fr Miami Shores Village Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing ?y rrS a Master Permit No. Phone # zip 33)3? Phone # sf ree�-- Permit No. City Miami Shores Vill: e County Miami -Dade Zip FOLIO /PARCEL# //- 2'z32. - CO - Digo Is Building Historically Designated YES NO a� Contractor's Company Name )4fl'W l ear) (/QS_c £ 4)J n dDL 2 e , Phone # c �Q5 - Z. e - >##' 7 7 Contractor's Address I r 7()O tt.1-1 & Ave"-, 1A 0 t a !�l) ! e# 1 ,. EO / 0 Cit *2 lea h State zip 33 6) 0 Qualifier Name M/ idea 6 /O. Phone # 3t5 -a ` -5Q 3 7 State Certificate or Registration No. cc, /s /l 5 Certificate of Competency No. / 1 1 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ � /OD, . Square / Linear Footage Of Work: Type of Work: ❑ ❑Alteration ❑New Repair/Replace El Demolition Describe Work: lip ' 13 Y1G{ loOhl L)L4) S, and i vi e to) 4-k 0 ) L 10 Submittal Fee $ """f0..(90 J+l Permit Fee $ Notary $ Training/Education Fee $ i 1 CO Scanning $ t Z� Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ a #40- O -Zb•• **** * *, *** * * * *a * * * * * * * ** * *** * * ** F ees *, * * * *, * * * ** *, * * * *, * * * ** * **** * * * * ** * * *** *** 0 DPBR $ Total Fee Now Due $ CCF $ i �- tl/ CO /CC Technology Fee $ 4-00 Zoning $ See Reverse side • 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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 Owner or Agent IOW / Contractor The foregoing instrument was acknowledged before me this (1 The foregoing instrumen ' was acknowledged before me this / I day of T6 , , 20 )0 , by j() Parrn5,0 , day of re , 20 ®i) , by Zikei1CdrLp a a. who is personally known to me or who has produced I:7 , ) L ' who is personally known to me or who has produced gbW - 4 1 20 _ 6:6- cgs As identification and who did take an oath. NOT PUBLIC: NOTAR Signature /// °`" &00 Signature My Commission Expires: My Commission Expires: ************** * * * * * * * * *** **** *,t,ta,t,t,t** ** fir*************** * * * * ** * * ** * ** ** * *** * * * * * * * * *,t, *** *** * * ** * * * * *,t** *qtr ** APPLICATION APPROVED BY: (Revised 07/10/07) Sign: Print: as identification and who did take an oath. PUBLIC:N• +d•--- -i — o.v 4 :•• PEDRO JUAN BALORICHE 1 ': s � = Notary Public - State of Florida r. 3,, . My Comm. Expires Sep 27, 2013 .,, ... „?. Commission 0 DD 928026 --- -- -- - - - - Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. °' .2. 2 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Leal description of property and street / address: f ivW rk. A k1 - Ltr 2_o 1 k 3 1 b25 t..) E tD c 4-% rn'i 2. Description of improvement: (WO U3V\ iDo3S o (2-S 3. Owner(s) name and address: • Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and addres: I /Or° ' Ate nue j- lit k 1r=(_ A �^°a 5. Surety: (Payment bond required by owner from contractor, if t any) Name and Address: )3 Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: —`' Signature of Owner V Print Owner's Name 052 - r'ro 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by Swom to and subscribed before me this 11'' day of Qb. , 20 1D . Notary Publi Print Notary's Tame: My commission commission expi DESIGN WIND PRESSURE CALCULATIONS BY: EAT APPROVED ZONING DEPT BLDG DEPT AMERICAN GLASS & WINDOW 1700 WEST 8TH AVENUE HIALEAH, FLORIDA 33013 PHONE: (305) 822 -8877 PROJECT: Windows Installation at: 1625 N.E. 104 ST. MIAMI SHORES, FLORIDA 33138 IT #: NS 10 ((1 Miami Shores Village BY CUSTOMER COMPANY NAME: DATE SUBJECT ITO CCMPUANCE WITH AU-FEDERAL STATE AND COUNTY RULES AND REGULATIONS JORGE LLAMA, P.E. # 60156, C.A. # 27710 A & A ENGINEERING 10010 S.W. 23rd TERRACE MIAMI, FLORIDA 33165 TEL: (305) 992 -3048 2/18/2010 • • • • • .. • FEB 2 6 2010 Ji ••• • • • • •• • • . . • • HR1 HORIZONTAL SLIDING WINDOW 74 38 3/8 9.86 4 XO 1.00 • -1.1D • . • 4Q.a..' - 5Q44.. • HR1a HORIZONTAL SLIDING WINDOW 74 38 3/8 9.86 5 XO 1.00 1 1.40 6 au '. • • *- 54.74' • HR2 HORIZONTAL SLIDING WINDOW 53 1/8 38 3/8 7.07 4 XO 1.00 • : ?:10• 46.46• - 5012.,, HR3 HORIZONTAL SLIDING WINDOW 106 3/8 50 5/8 12.46 4 XOX 0.98 '. P 40. -4q, .. • SH1a SINGLE HUNG 4000 37 50 5/8 6.50 5 OX 1.00 .' r4! •• •• 4r`.46 • • •••• -6/.T1' 21 SH2 SINGLE HUNG 4000 37 38 3/8 4.93 4 OX 1.00 : tt.;1% 46.48' - 50.40• SH3a SINGLE HUNG 600 37 76 9.76 5 OX 1.00 • -1.4A • • • 4x 6221 Mk Description Width (inches) Height (inches) Trib.Area (Sq.Ft.) Zone Conf. GCp Design Press.(psf) Max Min Positive Negative DESING WIND PRESSURE CALCULATIONS - ASCE 7 -05 Client: AMERICAN GLASS & WINDOW. 1700 WEST 8TH AVENUE. HIALEAH, FLORIDA 33013 Job: 1625 N.E. 104 ST.. MIAMI SHORES, FLORIDA 33138 Design Pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: Building Category: II Exposure Category: C Building Mean Roof Height (Ht): 12.0 ft. Minimum Building Width: 54.2 ft. Roof Slope: 6 :12 26.6 Deg. Basic Wind Speed (V): 146 mph Kz: 0.85 Kd: 0.85 I: 1 Design Velocity Pressure; q: 0.00256 • Kz • Kzt • Kd • V • I q: 39.37 psf Internal Pressure Coefficient; Gcpi: ± 0.18 Design Pressure; P: q [(Gcp) ± (Gcpi)] Notes: 1. Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor shall verify mean roof height in field and notify if higher than noted. 2. "END Zones" pressure are applicable to openings that are within: 4.8 ft. of building corners. 3. * Weighted average design pressure Page 1 of 1 CFH 2010801.60861 OR Bk 27209 Ps 0893; alas) RECORDED 03/10/2010 12:07.50 NOTICE OF COMMENCEMENT HARVEY RIMIN CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION MAUI COUNT Y4 FLORIDA LAST PAGE PERMIT NO. TAX FOLIO NO. 1/ - 22°32 — n3 - D M STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Leal description of property and str t / address: Vert P (1-1)t1 j /D 7Z 4.0 20 gl k3 >It l YArn i �S'h rPS 1 . 13S1 2. Description of improvement: if0e1A9 tNii1 (WADS 3. Owner(s) name and address: l►1_ stAA • .t _ Ll i l_M f :EMC Interest in property: Name and address of fee simple titleholder 4. Contr Signature of Owner Print Owner's Name Notary Pu Print Nota My commission / 5. Surety: (Payment bond required by o Name and Address: Amount of bond $ 6. Lender's name and address: Joce rom contractor, if Sworn to and subsc' bed before me this (1 14 day of 1 'AA : OF FLORt FIFR EBY CERTIFY Mat this Is 9 ungin pititaL, .j 0 20 MAR wrrrdrd 7. Persons within the state of Florida designated by Owner upon enr aces or o provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: d ESS mY ah nd and Orticiei ;. f ud am v In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: /9- 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by (:),42--- ■ 11./ •/.10 r c3 r ' ID , 20 Address: 111111111111111111111111111111111111111111111 er documents may be served as BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accept by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed b the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Con of Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the righ to have this product or material tested for quality assurance purposes. If this product or material fails to perfo uo in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immedia ely revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the ght to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. Velocity Hurric This product is approved as described herein, and has been designed to comply with the High Zone of the Florida Building Code. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with Standard Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 -1, titled "Alum. Horiz. Roller (STD. MTG. RAIL) ", sheets 1 through 10, prepared, signed and sealed by Robert Clark, P.E. on 04/03/07, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami D .de • County Product Control Division. "" MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo ' eit• state did following statement: "Miami -Dade County Product Control Approved ", unless otherwise nqt �ercin. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bIM TV • • 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 r& ision or cha$g'e'th the 1 . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en3orsenjent of any • product, for sales, advertising or any other purposes shall automatically terminate this NO.41. Failure to Ieraply • 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 follvwed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0313.10 and consists of this page 1, evidence page El, as well as approval documents mentioned above. The submitted documentation was reviewed by Mohammed lgbal Shaikh, P.E. NOA No. 07- 0214.17 Expiration Date: June 27, 2012 Approval Date: May 03,2007 Page 1 GENERAL NOTES: NON - IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: A. 1/8" ANNEALED (DSB) B. 3/16" OR 1/4" ANNEALED C. 3/16" OR 1/4" TEMPERED D. 1/2" I.G., 1/8" ANNEALED OUTBOARD, 1/4" AIR SPACE, 1/8" ANNEALED INBOARD E. 1/2" I.G., 3/16" ANNEALED OUTBOARD, 3/16° AIR SPACE, 1/8" ANNEALED INBOARD 2. CONFIGURATIONS: OX • XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) 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. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 0 SEE SHEETS 8 THROUGH 10 FOR ANCHORAGE DETAILS. b. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT La RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. OUTSIDE 7/16" NOM. GLASS BITE © 338, 39 OR 40 7. REFERENCES: TEST REPORTS FTL -3335, 3338, 3337 3338, 3339, 3340, 3341, 3342, 3343, 3344, 3345 AND 4692. OUTSIDE © ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 0 BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • 7/16" NOM. G LASS BITE 270R28 1/2" NOM. 1/8" OR 3/16" ANNEALED — T r__rcy {4, 25 OR 26 —.-1 1-d- -1/8 ", 3/18" OR 1/4" ANNEALED, Qi 3/16" OR 1/4" TEMPERED TYP. MONOLITHIC GLAZING DETAIL w 1/8" ANNEALED 1/2" INSULATED GLASS GLAZING DETAIL INSIDE INSIDE 1/4" OR 3/16" AIR SPACE Rmday. FJC Reads FJC FJC aaaazer F.H. Dew 2/6107 ortc 8/11/02 aa<a 4/23102 OWE 1/11/02 G Ratio= 8 Thrvisbar A acid Eir. J.J. REDRAW & UPDATE PER FBC, CURRENT EDITION. ADD 1/4" MONO & TEST REPORT FTL-0592 (DOW INSTANT RZEJO. • • UPDATE ANCHORAGE - NOT SUBMITTED ADD ANCHOR DAL 02/08107 • • • • • • •• • . . • 1� i tiogo4RNE NOI MIB,fL 34 3 • • P10.BQ[1529•• N9)923MAI,•1•342/4 • Visibly Better GENERAL NOTES & GLAZING DETAILS, STD. ALUM. HORIZ ROLLER WINDOW (STD. MTG. RAIL Brim Mast R•s IlR201 L' Bake NTS Stoat 1 of 10 Otters No. 2684 © NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 DESIGN PRESSURES 3,4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6,7 CORNER DETAIL 7 ANCHORAGE 8-10 Ify Rodart L Clark, P.E. PE 539712 Structural GL 27 3/8" _To— MAX. DLO VENT 67 1/8" MAX. XO, OX FIXED LITE DLO 54 5/16" MAX. DLO FIXED 120" MAX. WINDOW WIDTH 58 1/2° MAX. XOX FIXED LITE DLO DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. DLO FIXED 33 9/16° MAX. DLO VENT • • • • • • • • • • • •• • •• • • • • • • •• ••• •• . ■.. .. C • • • • 74" MAX. WIDI• i i • • • • • • •• • • •• DETAIL A- OXORXcY 86" MAX. XQ, OX VENT DLO • • • • • • • • • • • • • • ••• • • • • • • • •• 57" MAX. XOX 72" MAX. XO, OX WINDOW HEIGHT • - • • • • • • • • • • • • • • • • • • 63" VENT MAX. DLO XOX WINDOW HEIGHT 27 3/8" 27 3/8" MAX. DLO -- MAX. DLO — VENT FIXED 2. SEE SHEETS 8 THROUGH 10 FOR ANCHORAGE. 3. SEE SHEET 7 FOR CORNER CONSTRUCTION. 90" MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Novi* £vviz re, 075103 j j 1Vf)fetr X ..�> o2. 1 ti4ste+4� eadart Cum 7 >Ulvi�� BY D D Rend BY F.K Raid* F.K Rose By: FK L away: FJC Debx 2/8107 Dale: 9/11102 ner� Mir 1111/02 RpfrWm: c Remo 8 Awakes A p er J.J. REDRAW AND CONSOLIDATE ELEVA77ONS UFDA7E ANCHORAGE - NOT SUBMITTED ADD ANCHOR DN. Dar 02108/07 • • • • • • • • • •• • .. • • io7D TESHdOY DRIVE iIOWOMIS, 1134285 • • • • • • P.O. SO)11529• • NOQOMIZ IlL Vsibb Better ELEVATIONS Tee ALUM. HORIZ. ROLLER WINDOW (STD. MTG. RAIL HR20f arweouwe NTS 2 s 10 260-1 Robert L. dark, P.E. PE #39712 Struoturel DESIGN PRESSURES, XO AND OX WINDOWS GLASS TYPE: A. DSB - 1/8" ANNEALED (FTL- 3341,3345) C. 3/16" OR 114" TEMPERED (FTL- 3338,3342) B. 3/16" OR 1/4" ANNEALED (FTL- 3339,3343) D. 1/2" LG. - 1/8A,1/48,1/8A (FTL -3344) TABLE 1. E. 1/2" I.G. - 3/18A,3/16"S,1/8A (FTL -3340) WINDOW WIDTH 26.500 37.000 44.000 48.000 53.125 63.000 66.000 74.000 A B C D E A B C E A B C D E A B c D E A B C D E A B C D E A B c E A B C ID WINDOW HEIGHT 26.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +42.7 +56.0 +56.0 +49.8 +42.7 +39.5 +52.7 +56.0 +46.1 +39.5 +32.9 +43.9 +54.8 +38.4 +32.9 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -84.9 -90.0 -90.0 -90.0 -84.9 -71.3 -90.0 -90.0 -83.2 -71.3 -58.2 -77.6 -90.0 -67.9 -58.2 -42.7 -56.9 -71.2 -49.8 -42.7 -39.5 -52.7 -65.8 -46.1 -39.5 -32.9 -43.9 -54.8 -38.4 -32.9 38.375 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +41.4 +55.2 +56.0 +48.3 +41.4 +37.7 +50.3 +56.0 +44.0 +37.7 +30.0 +40.0 +50.0 +35.0 +30.0 -90.0 -90.0 -90.0 -90.0 -90.0 -73.0 -90.0 -90.0 -90.0 -90.0 -67.0 -90.0 -90.0 -90.0 -84.9 -65.4 -90.0 -90.0 -83.2 -71.3 -58.2 -77.6 -90.0 -67.9 -58.2 -41.4 -55.2 -69.0 -48.3 -41.4 -37.7 -50.3 -62.9 -44.0 -37.7 -30.0 -40.0 -50.0 -35.0 -30.0 44.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +54.3 +56.0 +56.0 +56.0 +56.0 +53.3 +56.0 +56.0 +56.0 +56.0 +52.4 +56.0 +56.0 +56.0 +56.0 +41.4 +55.2 +56.0 +48.3 +41.4 +37.7 +50.3 +56.0 +44.0 +37.7 +30.0 +40.01 • • +35.0 +30.0 -90.0 - 90.0 - 90.0 - 90.0 -90.0 -62.0 -90.0 -90.0 -89.6 -90.0 -54.3 -90.0 -90.0 -79.4 -81.8 -53.3 -85.8 -90.0 -75.0 -71.3 -52.4 -77.6 -90.0 -67.9 -58.2 -41.4 -55.2 -69.0 -48.3 -41.4 -37.7 • j543 • • •44.6: ' X37'. -30.0 640e0 • -90.0 -35!0 -30.0 50.625 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +45.8 +56.0 +56.0 +56.0 +56.0 +44.1 +56.0 +56.0 +56.0 +56.0 +43.9 +56.0 +56.0 +56.0 +56.0 +41.4 +55.2 +56.0 +48.3 +41.4 +37.7 �5r -62.9: :¢4a.0 +37.7 +30.0 +40.0 • • 5Q.0 'x,43.0 +30.0 -84.7 -90.0 -90.0 -90.0 -90.0 -56.8 -86.0 -90.0 -75.3 -77.6 -45.8 -75.5 -90.0 -66.1 -68.1 -44.1 -71.0 -88.8 -62.2 -64.1 -43.9 -66.4 -83.0 -58.1 -58.2 -41.4 -55.2 -69.0 -48.3 -41.4 -37.7 -59.3. b - r -37.7 -30.0 •40.0 • -5Q0. : • -30.0 54.000 +56.0 +56.0 +56.0 +56.0 +56.0 +54.3 +56.0 +56.0 +56.0 +56.0 +42.1 +56.0 +56.0 +56.0 +56.0 +40.2 +56.0 +56.0 +56.0 +56.0 +40.0 +56.0 +56.0 +53.3 +54.9 +39.7 +54.7 +56.0 +47.8 +41.4 +37.7 4469.3 .f56.0 • +44.0 •• +37.7 +30.0 • +50.0: +30.0 -78.7 -90.0 -90.0 -90.0 -90.0 -54.3 -79.6 -90.0 -69.6 -71.7 -42.1 -69.6 -87.0 -60.9 -62.8 -40.2 -65.3 -81.7 -57.2 -58.9 -40.0 -60.9 -76.1 -53.3 -54.9 -39.7 -54.7 -68.3 -47.8 -41.4 -37.7 -50.3 -62.9 -44.0 -37.7 -30.0 -40.0 -50.0 -35.0 -30.0 63.000 +56.0 +56.0 +56.0 +56.0 +56.0 +49.7 +56.0 +56.0 +56.0 +56.0 +37.0 +56.0 +56.0 +50.4 +51.9 +33.1 +53.8 +56.0 +47.1 +48.5 +31.2 +49.9 +56.0 +43.6 +45.0 +32.1 +44.2 +55.3 +38.7 +39.9 +31.9 +42.9 +53.6 +37.6 +37.7 +30.0 +35.0 +45.0 +30.0 +30.0 -66.1 -88.2 -90.0 -77.1 -79.5 -49.7 -66.2 -82.8 -58.0 -59.7 -37.0 -57.6 -72.0 -50.4 -51.9 -33.1 -53.8 -67.3 -47.1 -48.5 -31.2 -49.9 -62.3 -45.0 -32.1 -44.2 -55.3 -38.7 -39.9 -31.9 -42.9 -53.6 -37.6 -37.7 -30.0 -40.0 -50.0 -35.0 -30.0 66.000 +50.3 +56.0 +37.7 +56.0 +56.0 GLASS TYPE NOtAVAILABLE +56.0 +32.7 +49.1 +56.0 GLASS TYPE IsIOTAVA BLE +30.5 +45.8 GLASS TYPE NOT AVALABLE +42.4 +42.4 +25.0 +43.8 +37.5 +36.4 +42.4 +36.4 +30.0 +35.0 +30.0 -50.3 -75.5 - 88.1 - 75.5 -37.7 -56.6 -66.0 -56.6 -32.7 -49.1 -57.3 -49.1 -30.5 -45.8 -53.5 -45.8 -28.3 -42.4 -42.4 -25.0 -43.8 -242 -42.4 -36.4 -35.0 72.000 +45.7 +56.0 +34.1 +51.2 +56.0 +29.5 +51.6 +48.1 +412 +25.4 +38.1 GLASS TYPE NOT AVAILABLE GLASS TYPE NOT AVAILABLE +33.5 +32.4 +20.0 +35.0 -45.7 -68.6 -80.0 -68.6 -34.1 -51.2 -59.7 -512 -29.5 -44.3 -44.3 -27.5 -41.2 -48.1 -41.2 -25.4 -38.1 -38.1 -22.3 -39.1 -21.6 -32.4 -37.8 GLASS TYPONOTAVALABLE -32.4 -20.0 -30.0 -35.0 licaelBr Dar Revisbnec REDRAW AND UPDATE TABLE 1 PER ASTM E 1300-02 F.K 2/0/07 C ADD 114" MONOLITHIC UPGRADES ^ Rend Br Damn fir F.K Dabz Diger 1/11/02 Ralskirsx FtevIelanc A (MOM Bx 140 4CHICI.8041RIVE eNCSOMIE4FL 34876 Dew 1410KONNWIFE 34104 02108/07 IP DESIGN PRESSURES, XO AND OX BIGT ALUM. HOW. ROLLER WINDOW (S7D. MTG. RAIL • Visa* Better NTS 268-1 p-rc Approved es wah the nudism' Ezticil Belo 0 NOM Mow./ Betio rolool Costrot By Robert L. Clark, P.E. PE +39712 Structural DESIGN PRESSURES, GLASS TYPE: XOX (1/3- 1/3 -1/3) WINDOWS TABLE 3. B. 3/16" OR 1/4" ANNEALED (FTL -3336) D. 1/2" I.G. - 1/8A,1/4S,1/8A (FTL -3337) C. 3/16" OR 1/4" TEMPERED (FTL -3335) E. 1/2" I.G. - 3116A,3/16"S,1/8A (FTL -3337 UPGRADE) WINDOW WIDTH WINDOW HEIGHT 38.375 44.000 50.625 54.000 63.000 48.000 B,D,E +56.0 -88.9 +56.0 -75.0 +56.0 -63.3 +56.0 -58.7 +49.1 -49.1 C +56.0 -90.0 +56.0 -87.5 +56.0 -73.9 +56.0 -68.5 +56.0 -57.3 53.125 B,D,E +56.0 -82.6 +56.0 -69.4 +56.0 -58.4 +54.0 -54.0 +45.1 -45.1 C +56.0 -90.0 +56.0 -81.0 +56.0 -68.1 +56.0 -63.0 +52.6 -52.6 60.000 B,D,E +56.0 -67.5 +56.0 -63.5 +53.2 -53.2 +49.1 -49.1 +40.8 -40.8 C +56.0 -78.8 +56.0 _'4"P: : t5§.14 : ,-6$u +56.0 -57.3 +47.5 -47.5 74.000 B,D,E +44.4 -44.4 +44.4 '4444: .144.4: :. • +42.0 -42.0 +34.6 -34.6 C +51.8 -51.8 +51.8 • •-t198): 451.8 • :54.8 +49.0 -49.0 +40.3 -40.3 84.000 B,D,E +34.4 -34.4 +34.4 " -34.4 +34.4 -34.4 +34.4 -34.4 +31.5 -31.5 C +40.2 -40.2 +402 • -40.2 •1.40.2. .41.2•, +40.2 -40.2 +36.7 -36.7 90.000 B,D,E +30.0 -30.0 +30.0 : i -40,, ;•;30.0 • ; 30.0, 1 +30.0 -30.0 +30.0 -30.0 C +35.0 -35.0 +35.0 •, • -309 '.035.0' we.' +35.0 -35.0 +35.0 -35.0 DESIGN PRESSURES, XOX (1/4- 1/2 -1/4) WINDOWS TABLE 2. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL -3336) D. 1/2" I.G. - 1/8A,1/4S,1/8A (FTL -3337) C. 3/16" OR 1/4" TEMPERED (FTL -3335) E. 1/2" I.G. - 3/16A,3/16 "S,1 /8A (FTL -3337 UPGRADE) WINDOW WINDOW HEIGHT WIDTH 53.125 74.000 84.000 90.000 96.000 106.375 111.000 120.000 B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C 38.375 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +53.3 +56.0 +46.9 +54.7 +38.2 +44.5 +35.1 +40.9 +30.0 +35.0 -90.0 -90.0 -78.9 -90.0 -61.2 -71.4 -53.3 -62.2 -46.9 -54.7 -38.2 -44.5 -35.1 -40.9 -30.0 -35.0 44.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +53.3 +56.0 +46.9 +54.7 +38.2 +44.5 +35.1 +40.9 +30.0 +35.0 -78.2 -90.0 -64.7 -75.5 -61.2 -71.4 -53.3 -62.2 -46.9 -54.7 -38.2 -44.5 -35.1 -40.9 -30.0 -35.0 50.625 +56.0 +56.0 +52.5 +56.0 +49.2 +56.0 +47.7 +55.6 +46.5 +54.3 +38.2 +44.5 +35.1 +40.9 +30.0 +35.0 -65.1 -75.9 -52.5 -61.3 -49.2 -57.4 -47.7 -55.6 -46.5 -54.3 -38.2 -44.5 -35.1 -40.9 -30.0 -35.0 54.000 +56.0 +56.0 +47.9 +55.9 +44.6 +52.1 +43.1 +50.3 +41.9 +48.9 +38.2 +44.5 +35.1 +40.9 +30.0 +35.0 -60.0 - 70.0 -47.9 - 55.9 -44.6 -52.1 -43.1 -50.3 -41.9 -48.9 -38.2 -44.5 -35.1 -40.9 -30.0 - 35.0 63.000 +49.6 +56.0 +38.9 +45.3 +35.8 +41.8 +34.4 +40.1 +33.1 +38.7 +31.5 +36.7 +30.9 +36.1 +30.0 +35.0 -49.6 -57.8 -38.9 -45.3 -35.8 -41.8 -34.4 -40.1 -33.1 -38.7 -31.5 -36.7 -30.9 -36.1 -30.0 -35.0 Atgarcver x.a1aaS th gtornin Ca'3 �C:n: lined By: F.K Psad Br F.K ar F.K Dawn Br F.K Dam 218107 9/11/02 Dew 4/29/02 Ds* / 11/02 Radii= C B Reviskar A Chocked Br J.J. REDRAW AND UPDATETABLES2& 3 PER AVM E 1300-02 ADD 114 "MONOIJTHIC UPGRADES - • • • • UPDATE ANCHORAGE -NOT SUBMITTED • • ADD ANCHOR DIM. 02/08/07 • • • • • •• •• ••• • • 10 ica-1 L 4IR • • • • • • RO.BQX162lb• • NBKOMIS#14134!14 • Visibly getter DESIGN PRESSURES, XOX Tlike ALUM. HORIZ ROLLER WINDOW (STD. MTG. RAIL) a a atwm 102201 Soft Nod Deady Ms NTS 4 10 268 r 1. #9 Robert L. Clark, P.E. PE #39712 Structural OUTSIDE INSIDE M• WINDOW HEIGHT MAX. FIXED DLO MAX. VENT DLO SECTION C -C (VERTICAL SECTION) • • .•• • • • • • •• • • • • • • • • • • . •• • • • • • • •• • •• • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • •• • • • INSIDE F Ax. FIXED DLO OUTSIDE MAX. WINDOW WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) MAX. WINDOW WIDTH SECTION A -A (HORIZONTAL SECTION - OX, XO SHOWN) MAX. VENT DLO P isj1YJVS!� : i i • Sexf el gRit.u.t kzadis Cots fax Rood Eis FJC Oaths 8111/02 Rend ay. RK Road F.1C teaenay. FJG Oafs: 2/5107 vow 4/23/02 OAK C Rovisking B Rw•Imc A Ct•d•d$c J.J. CONSOLIDATE SECTIONS AND AOD ITEM 27 GLASS NO CHANGE THIS SHEET - NOT SUBMITTED • • 1 0 76 ADD INTERIOR /EXTERIOR DES/QNATION • • • • • • Pit. a0]{ 1 • • We: ••• • • NOXOhMl,il•04214 02/08/07 •Visibly Better SECTIONS TIDE ALUM. HORN ROLLER WINDOW (STD. MTG. RAIL litaistikdek NR2n1 C Boar Half Mark 5 a 10 awing Ha 268-1 r/7 Robert L. Clark, P.E. PE #39712 Structural Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 44 Dwg # 215B 1155 110 284 265B 1298 218A 219 1003 220B 1072 223A 242 227 225 226 221 A 1001 222A 1096 1016 1265 -3 1267 1014 1013 1073 1278 1618 2718 2719 1263 241 1274 1237 Description Mat'I PGT # Sweep Latch Cast Part 71096 Flange Frame Head 6063 -T6 6215W,B,T #8 x 1.000 , QUAD Pn., SMS Fastener 781PQA Sash Stop 6063 -T5 66387 Main Frame Sill 6063 -T5 6264 Main Frame Sill Adapter 6063 -T6 6265BW,B,T Weep Hole Cover Plastic 71298 Flange Frame Jamb (Fixed, XO ONL1fN6063 -T6 6128W,B,T Flange Frame Jamb (Operable) 6063 -T5 61088 Wstp., Bulb Vinyl Vinly 66601 Fixed Meeting Rail 6063 -T6 6220W,B,T Wstp.,.187 x.200, Fin Seal Wthrstrip 67919G Sash Top & Bottom Rail 6063 -T6 6223W,B,T Sash Top Guide (Anti-rack) Plastic 42105 End Cap Plastic 42114 #8 x 25, QUAD Pn., SMS Fastener 78X14PQAA Roller Housing & Guide Plastic 42112N Rollers, Brass Brass Part 7BRWHL2 Sash Side Rail 6063 -T6 6221W,B,T Wstp., Bulb Vinyl Wthrstrip 64664 Sash Meeting Rail 6063 -T6 6222W,B,T #8 x .625 , Ph. Fl., SMS Fastener 7858 DSB Glass Glass 3/16" or 1/4" Annealed Glass 0 Glass 3/16" or 1/4" Tempered Glass , Glass 1/2" Insulated DSB/DSB Glass 1/2" Insulated 3 /16 "Annealed/DSB 3/32 x 1/4 x 1 Setting Block Rubber 712653K 1/8 x 1/2 x1 Setting Block Rubber 71267N Screen Frame Aluminum 61011 Screen Corner Key Plastic 41903 Screen Spring Spring Steel 78835M Screen Pull Plastic 70409K Screen Spline Rubber 68155K Screen Cloth •. ••• 16:81151 • • Roittrm act ;64118 Glazing Bead ( SSB/DSB) Glazing Bead - (3/16 ") ROit+ferm& 8$096 ; : Glazing Bead - (1/4 ") Rollform Bd. 65133 Glazing Bead - (1/2" Insulated) Plgsti;.. fit •F't ,. Glazing Bead, Grill Kit - SSB /DSB F�a•tic • 4GB1/74 • • • • Plgstic ; • •t ;6B1 t37 • Glazing Bead, Grill Kit - 3/16" Slicone Adhesive Dow 899, Instant Glaze II or Equal • • • • • •• • • • • • • • • • • ••• 1.605 1.863 10 FIXED MEETING RAIL MATL: 8063 -T6 DWG# 220B 0 SASH SIDE RAIL MATT.: 6063 -T6 DWG# 221A .062 1.750 .926 �I 1 1.062 12 SASH TOP & BOTT. RAIL MATL: 6063 -T6 DWG# 223A 20 SASH MEETING RAIL MATL: 6063 -T6 DWG# 222A 1 1.457 r7rir,1 crKY:7, w ith AO Reas0By: FJC er F.K FJC Oaaxn er. F.K. DitgX 2/8/07 Raisin= c Othr 9/11/02 ode 423102 Oft 1/11/02 flintahnr 8 Roister A J.J. ADD 1/4 fffl1S25828 AND DOW INSTANT GLA$ /I rO gEM44• • • NO CHANGE THIS SHIFT - NOT SUBMITTED • CHANGE ALLOY, ITEMS 10. 128 18 .. • •• •• �•� • • 02/08/07 1010TIiIC.I OOV€RNE MIS,. 1.38 • P cT • N Liam . 34'h4 • Visibly Better PARTS LIST AND SASH EXTRUSIONS Mkt ALUM. HORIZ ROLLER WINDOW (STD. MTG. RAIL) a rwodst ed. 81..e t ow H R 2 0 1 N T S 6 a 1 0 268-1 C Robert L. Clark, P.E. PE #39712 Structural TOP VIEW D -D SHT.2 CORNER CONTRUCTION • • • •. • • • • • ••• • • • .• • .082 1.542 O FRAME JAMB(OPERABLE) MAIL: 6083 -T5 DWG# 219 .062 C 1.542 0 FRAME JAMB(FIXED) MATL: 8063-T6 DWG# 218A •• ••• • • • • • •• • • • • • • • •• ••• ••• • • • •• • • • • 4 • • • • • • • • • • • It • • • • • • • • •• • 2.209 2.124 1.827 2.824 1.114 " T .781° 040" 1 J SASH STOP MAIL: 6063 -T5 DWG# 110 2.000 O FRAME HEAD MAIL: 6083 -T6 DWG# 215B O FRAME SILL MATL: 6083 -T5 DWG# 284 .050 .062 0 SILL ADAPTER MATL: 6063 -T8 DWG# 265B Rand Or FAG F.K. Neva Pp der FJC Oraval FJG Dais 2/8/07 De* 9/11/D2 Dec 423/02 111 1/02 rtr: C Rar04au B Porilskror A Ohadce J.J. NO CHANCE THIS SHEET NO CHANGE THIS SHEET- NOT SUBMITTED R i • • • • • • • ADD CORNER ASSEMBLY DETAIL • •• • peke 02/08/07 ••• • • • • CO. B4•15 • NOKOMSAFT•3421/4 • Visibly Better CORNER ASSEMBLY DETAIL & EXTRUSIONS Taw ALUM. HOR/Z ROLLER WINDOW (STD. MTG. RAIL) rassdag No. HR201 Half �7 ar 10 268 -1 Robert L. dark, P.E. PE #39712 Structural TABLE 4. ANCHORAGE, XO AND OX WINDOWS TO 50.625 HIGH ANCHOR TYPE & SUBSTRATE 26.500 37.000 44.000 48.000 53.125 63.000 66.000 74.000 W A,B,C,D,E A B C,D,E A 8,0 C,E A B,D C,E A B C,D,E A B,D,E C A B,D,E C A B,D,E C HEIGHT 26.000 1, CONC D 1 ri 011 140 +1' 1+02 +1 1+(x +1 1+02+1 1+02 +1 2 1+02 +1 2 14(2 +1 2 1+(2 +1 1+0 +1 1+02 +1 1+02 +1 1+02 +1 2402 +2 1+0+1 I I{2 +1 2+0+2 140 +1 N m 2 2 2 2 2 2 2 2 2 2 2 2 2 2 140 +1 2 2+0 +2 2 1+02 +1. 2 I+C2+ 112 2+02 +2 2 2, CONC -j 013 1+0 +1 1+(2+1 1+(2+1 140 +1 I1.2 +1 1+0+ 1+0+1 1+(241 1+0 +1 1+0 +1 1+02 +1 140 +1 1102 +1 1+C2+1 1+0'2 +1 1+02 +1 I+C2 +1 1+0+1 14 +1 1+{x41 ►40 +1 1+0x11 CO 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2,3,WOOD W x w 14(2 +1 1 +0211 I+C2 +1 I+C2 +I 1+02 +1 1+(2+1 2 1402 +1 1+(:2 +1 1+0 +1 1+0+1 I+0 +1 140+1 2+02+2 1+02+1 1+(2 +I 242 +2 1+02 +1 I+C2 +1 240 +2 1+C2 +1 1+(2+1 2+0 +2 m m 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38.375 1, CONC d so 1+0 +1 1+0 +1 1102 +1 1+0211 1+02 +1 1+(2+1 1+02 +1 1+0 +1 1+03+1 1+03 -1 I+C2 +1 1+0+1 24C3+2 1 1(21 1 1+(2 +1 2+C2 +2 1+02 +1 I+C2 +1 2+02 +2 1+0 +1 1+02 +1 240 +2 co m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2, CONC N rel 140 +1 1+(2+1 3 I+(2 +1 14(2 +1 1+02 +1 1+0 +1 140 +1 1+0 +1 1+C2 +1 1+(Z +1 I+0 +1 1+02+ 1 14(2+1 1+0 +1 11(2 +1 I+(2 +1 1+C2 +1 1442 +1 1 40 +1 co d 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1+C2 +1 3 1+C2 +1 3 1+02 +1 3 3 3 2,3,WOOD D J N 01s 1+02 +1 I+C211 1402 +1 1+C2 +I 3 110 +1 3 I+C2 +1 1+0 +1 140 +1 1+02 +1 140 +1 1+02 +1 1+02 +1 2+(312 1+02 +1 140 +1 2402 +2 1+0 +I 1+0 +1 2+02 +2 y g 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1+(2+1!3 110 +I 3 2+02 +2 3 44.000 1, CONC D Qc I al I4L2 +1 140 +1 143 +1 H C3+1 140 +1 1403+1 1+03+1 I+C2 +1 1+03 +1 1+C3 +1 1+0 +1 14(2+1 2+03 +2 1+0 +1 1+0 +1 2+03 +2 24-C3+2 1+02 +1 1+42 +1 2+0 +2 co 2 3 3 3 3 3 3 3 3 3 4 3 3 4 3 3 3 1+02 +1, 3 1+0 +1 3 3 3 3 3 2, CONC d 2 N I ad 140 +1 1+0 +1 1+0 +1 I+C2 +1 1+(x +1 140 +1 1+0 +1 1+02 +1 1+02 +1 1+02 +1 110 +1 1402 +1 I+0 +1 1+0 +1 140 +1 1+0 +1 1+02 +1 I+C2+1 I+0 +1 I+02 +1 3 3 3 3 3 3 3 3 3 3 3 3 3 1+02 +1 3 3 3 3 3 3 2,3,WOOD to x 011 1+02 +1 1+(x +1 1-1-2 +1 1402 +1 1+02 +1 1-x:3+1 1+0 +1 142 +1 1+(3 +1 1+C3 +1 1+0 +1 1442+1 2+03 +2 140 +1 1+12 +1 1+0 +1 3 2403 +213 140 +1 .3 I+C2 -113 240+2 140 +1 1402 +1 2+0 +2 N 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 50.625 1, CONC D N x 01s 11{2+1 1402 +1 1+03+1 14(3+1 1+02 +1 1+03 +1 1+0 +1 1+C2 +1 1+03 +1 1403 +1 140 +1 1+03 +1 2+03 +21 4 1+02 +1 4 140 +1 2+c3 +2 1+02 +1 1+0 +1 2+03 +2 1+0+1 1402 +1 2+C3 +2 0) m 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2, CONC Q � sa 1 +I 1+C2 +1 1+02 +1 1+0 +1 1+(2 +1 1+C2 +1 1+02+1 140 +1 4 140 +1j4 1403+1 1+C2 +1 1+02 +1 1+C3 -1 1+02 +1 14(2 +1 1+02 +1 1+02+1 1442 +1 1+02 +1 1+0.2+1 1+(211 1-0 +1 co 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2, 3,WOOD ea 1+ c241 14C3+ 1 1+C34 I I 4C2+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 TABLE 4A. ANCHORAGE, X0 AND OX WINDOWS OVER 50.625 HIGH TO 72.000 HIGH 26.500 37.000 44.000 48.000 53.125 63.000 66.000 74.000 A A B,D C,E A B,D C,E A C,D,E A A A B,D,E HEIGHT 54.000 I 1C2+1 1+0+1 14-C34 I 4 4 4 4 4 4 4 14-C3+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+C24 I 1+0+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 63.000 14C3 1 2+0+2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 110+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 14C2+1 4 4 4 4 4 4 4 66.000 1+C3+1 1-42+1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 14C2+ 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 +C2 Is 5 5 5 5 5 5 72.000 11 C3: I 1+0+1 5 140+1 5 -yaw 1 1410;1. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 9 5 L EXAMPLE (C2) ANCHOR CLUSTER MTG. RAIL EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN TABLE KEY BELOW) NOTES: 1. ANCHOR TYPES: 3 - 912 STEEL SCREWS (G5) 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 6* MAX. FROM CORNERS & SILL: 6" MAX. ON EACH SIDE OF MEETING RAIL JAMBS: 6" MAX. FROM CORNERS & TABLE KEY: ANCHOR QTY. ER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS AT THE MEETING RAIL, PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) flistide st.wttilitt.. act 11 Drawer bats Revisions Oats eats ladta 1/11/02 Sartatanr livasbata Marisa Llit J.J. NEW SHEET, CONSOUDATED ANCHORAGE SPACING. Data 02/08/0T I 1070 TECHNOLOGY CAFE NOICOM111, FL 342415 • NOKOMIS, FL /We D .Z6HORAGE SPACING, XO AND OX WINDOWS • :ARIA HORIZ ROLLER WINDOW (STD. MTG. RAIL Oman a So HH201 288-1 8 at 10 Rea PE #39712 Sbucluml A 2 el/ 7 TABLE 5. ANCHORAGE, XOX (114 - 112 -114) WINDOWS TO 44.000 HIGH ANCHOR TYPE & SUBSTRATE O 53.125 74.000 84.000 90.000 96.000 106.375 111.000 120.000 G W B,D,E C B,D,E C B,D,E C B,D,E C B,D,E c B,D,E C B,D,E C B,D,E C HEIGHT 26.000 1, CONC HEAD & SILL 1+12+2+C2 +I 1+C2 +2+C2 +I 1+02 +2 -c2 +1 I+C2 +2+02 +1 1112 +2 +422 +1 I+(2 +2+C24- 1+02 +2 +c2+1 I +(2+2+(2+1 1 +c2 +2+11 +1 1 +422 +2+12 +1 1 +02+2+02+1 1 +(2 +21(211 1+02 + + 1 1+C2 +2 +02+1 110+2+C2 +I 1+0+2+02 +1 co m 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2, CONC HEAD & SILL I+C2 +1+0+1 1+02 +1+02 +1 1+02+2+02 +1 1 +{2 + 1 1 +(2 +2+(2 +1 1 +422 +2+02 +1 1- 1021210211 I+C2+2+C2 +1 1+12 +2 +1241 I+C2 +2+43 +1 1+02 +1 +c2 + I 1+12 +2+02 +1 1+02+1+12+I 11(2121C211 14(2+1 +12+1 1+02 +2 +1 0 m Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2,3,WOOD HEAD & SILL 1+02 +2+12 +1 1+C2 +2+02 +1 I+C2 +2+02 +1 1+02 +2+02 +1 I+C2 +2+{2+1 I+C2 +2+12 +1 1+(2 +2+02 +1 1+02 +2+02 +1 1+12 +2+C2 +1 1+C2 +2+C2 +1 11(212+{2 +1 1+12 +2+02 +1 1+02 +2+02 +1 1 +C2 +2+02 +1 1+02 +2+02 +1 W 2 2 2 2 2 2 2 2 2 2 2 2 2 2 I +(2 +2+67 +1 2 38.375 1, CONC HEAD & SILL 1+02 +2r (2 +1 l+{2+2+C2 +I 1+-02 +2+02 +I 1+C3 +3+03 +1 1+(2 +2+{2 +1 1+02 + 3 + 422 +1 1+02 +2+02 +I 1+02 +31 02+1 1+62 +2+02+1 I+C2 +3+C211 I+C2 +2+02 +I 1+62 +3+62 +1 1+C2 +2+02 +I 1+0+3+L2 +I 1+C2+2+c2 +1 1+12 +2+42 +1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2, CONC HEAD & SILL 1+02+14+2+1 I +(2+1442 +1 1+02 +2+(211 1+02 +2+02 +1 1+43 +2+02 +1 1+42+2402+1 1+(2 +2+02 +1 1+02 +2+(2 +l 1+02+2+02+1 11(x•12+12 +1 1+02+2+02 +1 1 +C2 +2+C2 +1 1+(22+21(2 +1 1+02+2+02 +1 14(2 +2+02 +1 1402 +2+02 +1 0 m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2,3,WOOD HEAD & SILL 1+43 +2+02 +1 1+(x +2402 +I 1+12 +2+C21 1 1+C3+34-C3+I 1+02 +2+02 +1 1+C2+3+02+1 1+C2+2+C2 +1 1+12 +3+02+1 1+02 +2 +422 +1 1-1(2 +34(2 +1 1+(2+2+02+1 1+022 +2 +(2 +1 1+C2 +2 +0+1 1+02 +2 +02+1 144 2 +24 C2+1 140+2+0+1 0 m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 44.000 1, CONC HEAD & SILL 1 - (2 +1+02+1 I - 422 +2+02 +1 1 +C2 + 1+C2 +2+02 +I 1+C2 1+C3+3+C3+I 1+{22 +2+111 I I+C3+3+C3+1 1+C2+2+C2+1 1+C2 +3+12+1 1+02+2+02 +1 1+02 +3+01 +1 1 +C2 +2+(2 +1 1+C2+3+C2 +1 1+C2 +2 +422 +1 1+0+3+(2 +1 y m - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2, CONC HEAD & SILL 1+C2+1+02 +I 1+(2 +1+0'2 +I 11(212+(2+1 1+C2+2+C2+1 11(2121(211 1443+2+42 +1 1 +(x+210211 1+0+2+62 +1 1+C2 +2+02 +I 3 3 1+c2 +2+02 +1 1+04-2+c2+ I 1+02+2442 +I 1+(2+2+(2 +1 ►+(2+2+{2 +I 1+1212+12+1 1+(2+2+02+1 CO m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2,3,WOOD HEAD & SILL 1+124-1+c2 +1 1+02 +2 +C2 +1 110212 -0211 1+01 +2+02 +1 1 i C24-2-c2+ 1 I+C3+3 -c3 +1 I+C2 +2+02 +I 1+(3+3+(3+1 1+02 +2+12 +1 1+C2 +3+02 +1 14(2+2+(2 +1 I+C2 +3+02 +1 1+02 +2+{2+1 1+02 +3+-02+1 1+02+2 +C2 +1 1+(22 +2+12 +1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 TABLE 5A. ANCHORAGE, XOX (114 - 112 - 114) WINDOWS OVER 44.000 HIGH TO 63.000 HIGH 63.125 74.000 84.000 90.000 96.000 106.375 111.000 120.000 B,D,E C B,D,E c B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C HEIGHT 50.626 14(2 +I+C2 +1 1412 +1 +422 +1 I+C2 +2+C2 +1 1+02 +2 +12+1 1+c2 +2+02 +1 I+C2 +2 +C2+1 I+(2 +2+02+1 I+C3+3*0+1 I+C2 +2+12 +1 1 403 + - C3 + 1 1 +C2 +2 +021±1 1+(3+3 +C3+I 1+C2 +2 +C2+I 1 + 122 +3 +02+ 1 I +C2 +2+(2+1 1 +422 +3 +422 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+12 +1 +0+ 1+02 +1+(2 +1 +C2+ 14- 2+I 1+12 +24 +1 I- C2 +2+(2 +1 1+02 +2+12 +1 1 +(2 + 2+42+ 1 I+c2+2+C2 +1 1+12 +2+02+1 1+02 +2+02+1 1+02 +2+12 +1 1+02 +2+02 +1 1+02 +2402 +1 1+02 +2+02 +1 1+02 +2+42 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 1442+2443 +114 4 4 1+02 - 1+02 +1 1+02 +I 1+(2 +2+12+1 1+0+2+C2+I 1 +(2+2+(22 +1 1+422 +2+122 +1 1 +12 +2 +42+ 1 1+02 +2+(2 +1 1443 +24.2 +1 1+0+3 +c3 +1 1442+2+1x2 +1 1+- C2 +3+c2+1 I+(2 +2+(2 +1 1442 +3+02 +1 1+02 +2+02 +1 1+02 +3+02 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 54.000 1+422 +I+C2+1 1 +422 +1+ -(x +1 1+12 +2+02 +1 1 +(x +2+02 +1 4 1 +12 +2+(2+1 4 I +(2 +2+02 +1. 4 1+02 +2+02 +1 4 1 +(x +2+C2 +I 1 +(2 +2 +12 +1 1+13 +3+C3 +1 14(2 +2+(2 +1 1 +C3 +3 +13 +1 N{x +2 +42 +1 14423+3 -423 +1 1+02 +2 -12 +1 1+02 +3 -422 +1 4 4 4 4 4 4 4 4 4 4 1402 +1+62 +1 14C2+1+C2 +1 1+62+1+(2 +1 4 I+1 +1 +02 +1 1+02 +1+02 +1 1+02 +2 +12 +1 4 1+02 +2+(2 +1 1+02 +2 +0+1 1+0+2 +62 +1 1+02 +2+02 +I 1+62 +2+12 +1 1+02 +2443+1 1+02 +24443 +1 1+422 +2+12 +1 1 +02 +2+0+ 1+02 +2+02 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 63.000 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 TABLE & ANCHORAGE, XOX (113 WINDOWS TO 44.000" HIGH HEIGHT 26.000 38.375 ANCHOR TYPE & SUBSTRATE TABLE 6A. 1, CONC Cn 2, CONC 2,3,WOOD co 13 tt) 4 1 1 EXAMPLE (C2) ANCHOR CLUSTER MTG. RAIL TYP.— NOTES: 1. ANCHOR TYPES: 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 0 EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN TABLE KEY BELOW) 6" MAX. FROM CORNERS & 6" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: 6" MAX. FROM CORNERS & TABLE KEY: , ANCHOR QTY. < 6 F HEAD AND SILL ANCHOR QUANTITY. EACH OPERABLE VENT, PLUS (3) new amplyitts Me the Rend Or - Draw Sy: box Raster Oar Mob Rearm Cada Br J.J. NEW SliEE7; CONSOLIDATED /UVCHORAGE SPACING. • NOKONEL FL 342V1 AL HOW ROLLER WINDOW (STD. MTG. RAIlf HR201 scow won NTS 9 10 ameba 268-1 07 7 Robert L Clark, P.E. PE #39712 Structural 13/4" MIN. 1 3/4° MIN. r E.D. E.D. Li- 1 3/4" MIN. E.D. . • • TYP. HEAD SECTION TO CONCRETE 1 3/4" MIN. A E.D. TYP. SILL SECTION TO CONCRETE 1/4° MAX. SHIM CONCRETE CHOR, SEE NOTE 1 L A MIN. G ] EXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE CHOR, SEE NOTE 1LA 1 /4" MAX. SHIM 1 /8" MN. x WOOD BUCK, SEE NOTE 3 0 2x BUCK SEE NOTE 3 TYP. HEAD SECTION TO WOOD © 2x WOOD BUCK, SEE NOTE 3 • • •• • • 1 3/8" Mr.® 1/4" MAX. SHIM f WOOD CHOR, SEE NOTE 2 WOOD ANCHOR, EE NOTE 2 1 /4" MAX. SHIM ./8" N. TYP. SILL SECTI®N • • • • • • • TO WOOD: •• • • • • • ••• • • • • • NOTES: Al. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". CONCRETE TO BE 3.4 KSI MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS OR 1/4° SS4 CRETE -FLEX. 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 8063 -T5 AND A MINIMUM OF 1/8" 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 CRfTER1A ARE MET, THE RESPECTIVE DESIGN PRESSURES AND MINIMUM ANCHORAGE SPACING SPECIFIED IN THIS NOA ARE APPLICABLE. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC, CURRENT EDITION. • • 1 /4" MAX. SHIM Aix WOOD BUCK, SEE NOTE 3 CONCRETE ANCHOR, SEE NOTE • • • • INTERIOR (JAMB DETAILS) EXTERIOR • • • WOOD ANCHOR • • SEE NOTE 2 • • • • •• ••• •• • • • •• • • • • • •• • • — 411 111 rr�rr�uoa�a!al:1, r • • ® 3/8° MIN. 1 /4" MAX. SHIM— A 1 3/8" MIN. TYP. JAMB SECTION TO CONCRETE TYP. JAMB SECTION TO WOOD 1 3/4" MIN. E.D. 2x WOOD BUCK, SEE NOTE 3 • Appmed tr 4-9 'eeh the Irkerkk Fsa% l' t; .' ArraMoli Kw Mimi 12 $ rant Can aeva By: a.r F.K 207 F.K 8111!02 Ra F.K 4/23/02 brawn By: Odle F.K 1111/02 ADD NOTES MIM ED., AND UPGRADEEMBEDMENT NO CHANGE THIS SHEET - NOT SUBMITTED CHG TO 1/4" TAPCONS OMr 07 1070 TECHNOLOOSIaVE NOKOMIS, FL • P.O. Box 16 NOKOMIS, FL 34 S ANCHORAGE DETAILS EiriT•Tek • It L� ;6.1'0:0 Aj.Lltl. HOW ROLLER WINDOW (STD. MTG. RAIL) i Bs bra ae" ae,N•Na aa: t 1 Half 10 d 10 288-9 C Robert L. Clark, P.E. PE #39712 Sttiaunal M1AMI0DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this pil7cluit 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 Higli velocity 11Tt ic'lue Zone of the Florida Building Code. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with Heavy ll,tMeeting, Rail, APPROVAL DOCUMENT: Drawing No. 268 -2, titled "Alum. Horiz. Roller (HD. MTG. AL) ", shekts 1 through 12, prepared, signed and sealed by Robert Clark, P.E. on 04/03/07, bearing the Made Coiuntf' • Product Control Approval stamp with the Notice of Acceptance number and approval datehr.ttig,Miami- t)acfe • County Product Control Division. • • • • • • • MISSILE IMPACT RATING: None • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo c ity, state au`1' • • • 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 changc in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0313.09 and consists of this page 1, evidence page El, as well as approval documents mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • .. • • • NOA No. 07- 0214.16 Expiration Date: June 27, 2012 Approval Date: May 03,2007 Page 1 GENERAL NOTES: NON - IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: B. 3/16" OR 1/4" ANNEALED C. 3/18" OR 1/4" TEMPERED E. 1/2° I.G., 3/16" ANNEALED OUTBOARD, 3/16" AIR SPACE, 1/8" ANNEALED INBOARD 2. CONFIGURATIONS: OX, XO XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 THROUGH 5) 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. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL- 3327, 3328, 3329, 3330, 3331, 3332, 3333, 3334 AND 4692. ELCO TEXTRON NOA: 04- 0721.01, 03-0225.06 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 7/16" NOM. •• ••• • • • • • • • • •• • •• OUTSIDE 7/16" NOMLASS BITE • • • 39 OR 40 OUTSIDE 25 OR 26 cn 3/16° OR 1/4" ANNEALED, 3/16" OR 1/4° TEMPERED TYP. MONOLITHIC GLAZING DETAIL • • • • • • 7 41 Il •• • 3 :8f4N SEALED — F-�I • IIII----- ►��IIII +— 1/8 °ANNEALED INSIDE INSIDE 1/4" OR 3/16" AIR SPACE • ••• •• •• •• :1 2"•NOM. • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • : • 1/2" TNSUL?1'ED GLASS GLAZING DETAIL Rana Br F.K F.K NO CHANGE THIS SHEET REDRAW 8 UPDATE PER FSC CURRENT EDRIOM ADD 1/4 MONO. 7EST REPORTFTL-4642 (DOW INSTANT GLAZE 10. UPDATE ANCHORAGE - NOT SUBM/TTED Oxen By. F.K 4/507 Dor 1/31107 9/ 9/11102 1123/02 R ir ReitiORC c 8 Modal Ely: J.J. Dar 02109/07 1070 TECHNOLORD NOKOM'S, FL 34Q76 • P.O.BOX182Y • NOKOMIB, FL U$ • VisibbT Setter• i • i GEI NOTES & GLAZING DETAILS, HD AL(.t HOR/Z ROLLER WINDOW (HD MTG. RAIL) alas/Nee s e r a Mot cr w•rta fair NTS 1 of 12 268 D NOA DRAWING MAP SHEET GENERAL NOTES GLAZING DETAILS ELEVATIONS DESIGN PRESSURES VERT. SECTIONS HORIZ. SECTIONS PARTS LIST EXTRUSIONS CORNER DETAIL 8 ANCHORAGE 9 -12 2 3 -5 6 6 7 7,8 1 rt L. Clark, P.E. PE 939712 Structural 27 3/8' MAX. DLO VENT 67 1/8" MAX. X0, OX FIXED LITE DLO 54 5/16° MAX. DLO FIXED 20" MAX. WINDOW WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) 33 9116" MAX. DLO FIXED 0 C 74° MAX. WIDTH 581/2 MAX. XOX FIXED LITE DLO DETAIL A - OX OR XO 33 98" MAX. DLO VENT 86" MAX. XO, OX VENT DLO • • • • ••• B 57° MAX. 83" XOX MAX VENT XOX DLO WINDOW HEIGHT 27 3/8" 27 3/8° MAX. DLO --► MAX. DLO VENT FIXED 1 O X NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE. 72" 3. SEE SHEET 8 FOR CORNER CONSTRUCTION. MAX. XO, OX WINDOW HEIGHT •• ••• • • • • • • • • • • •• • • • • • °.-, • ••• ••• •••• • • • ••• • • • • •• • • • • • • • • • • • • • •• •• •• • •••. 90" MAX. WIDTH DETAIL C - XOX (113- 1/3 -1/3) 84Valms rr 8 D D Rr D 23/07 Rend* Dal FK 1/31/07 Poavad bee FK 9/11/02 Dawn BY Dam F.K 1/23102 NO CHANGE THIS SHEET REDRAW AND CONSOLIDATE ELEVATIONS . 0 RavIalarec c B Ced•a J.J. UPDATEANCHORAGE- NOTSUBM117ED Taw 1070 TECHNOL UD NOKOMIS, FL MEM • • • P.O. BOX 1678 • NOKOMIS, FLV8P4 • Ba VOYbbBette.•• E ATIONS ALLW, HORIZ ROLLER WINDOW (HD MTG. RAIL) HAI tax NTS 2 a 12 Damim 288-2 .D: D e e L Clark, P.E. E #39712 Structural DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3116A,3116 "S,1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 -90.0 +56.Q, -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.8 +56.0 -84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -79.6 +56.0 -75.4 +56.0 -682 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 -73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -86.4 +56.0 -73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 -68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 . E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -85.4 +56.0 -78.6 +56.0 -64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 -90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 -58.2 +54.3 -54.3 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 -63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -73.2 +56.0 -60.0 +56.0 -56.5 +50.8 -50.8 63.000 B +56.0 -71.2 +56.0 -69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 -55.2 +55.2 -55.2 +55.2 -55.2 +55.2 -55.2 +53.2 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +43.2 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.8& +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 :. E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 - 40.0 +40.0 -40.0 ® ••• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• ••• •• ••• • • • • •• • • • • • • • • • • • • • • • • • •• • • • • ••• •• • • • • . // $ / j _ i I( (} � b•rt L. Clark, P.E. PE #39712 structural �� 413107 R CORRECT 74WX6JH GLASS TYPE SDPT047 .8 •.• • • � • r OA DESIGN PRESSURES, XNDOX D � • ALCM. HORIZ ROLLER WINDOW D MFG. RAIL) � 1/8voo "`"C nEG1a4V6 ,gBLEl Ptrttwrr rvfE� autrut ADD 1/4 MONOLITHIC UPGRADES. 1070TECMNOLOCisDR1LtE NOKOMIS, FL • • • ' D/ 1 7/02 UPDATE ANCHORAGE - NOT SUBMl1TED P.O. Bmc 1, • • • • - • • s ue ne HR201 ears NTS 3 0 12 a0' 268-2 �: D Daft 1/2302 Chided lib, lib, J.J. Caret y NOKOMIS, FL / 4 4ib1y t& • • • we DESIGN PRESSURES, XOX (1/4- 1/2 -1/4) WINDOWS GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL -3328) C. 3/16" OR 1/4" TEMPERED (FTL -3327) +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.4 +56.0 -90.0 +56.0 -90.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 -74.2 -90.0 -84.2 -69.5 -88.9 -78.8 -65.0 -78.1 -70.3 -57.7 -63.6 26.000 +56.0 -90.0 38.375 44.000 WINDOW WIDTH 53.125 74.000 84.000 90.000 96.000 106.375 111.000 120.000 B E C E B C B C E B C E B C E B C E B C E +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +52.8 +50.9 +50.9 +45.8 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 - 85.6 - 88.9 -80.0 -78.1 -78.1 -70.3 -63.7 -63.7 -57.3 - 58.7 +54.7 - 58.7 +56.0 -52.8 +52.6 -50.9 +49.6 -50.9 +50.0 - 45.8 +45.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +54.6 +56.0 -57.3 +56.0 -54.7 +51.9 -58.4 +56.0 - 52.6 +52.6 - 49.6 +47.9 -50.0 +50.0 - 45.0 +45.0 WINDOW HEIGHT -90.0 -90.0 -72.8 -90.0 -82.6 -67.2 -90.0 -76.2 -62.9 -88.9 -71.3 -60.0 -78.1 -68.0 -54.6 -63.6 -57.3 -51.9 -58.4 -52.6 -47.9 TABLE 2. E. 1/2" I.G. - 3/16A,3/16 "S,1 /8A (FTL -3329) 50.625 +56.0 -75.2 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +53.9 +56.0 +56.0 +49.5 +56.0 +55.9 +47.7 +56.0 +52.6 +44.6 I :50.0 i 1- ,Q '}:5.13.• -90.0 -85.4 -62.4 -87.5 - 70.9 -59.1 -81.9 -67.2 -56.4 -79.5 -64.3 -53.9 -77.6 -61.4 - 49.5 -63.6 -55.9 -47.7 - 58.4 -52.6 -44.6 :5b .9•. 54.000 +56.0 -70.2 +56.0 +56.0 +56.0 +56.0 +56.0 +55.4 +56.0 +56.0 +53.0 +56.0 +56.0 +50.8 +56.0 +56.0 +47.3 +56.0 +53.4 +45.4 +56.0 +51.9 +42.1 +50.0 +45.0 -90.0 -79.5 -58.2 -79.9 -66.0 -55.4 -74.4 -62.9 -53.0 - 71.9 - 60.2 - 50.8 -69.9 -57.6 -47.3 -63.6 - 53.4 -45.4 -58.4 -51.9 - 42.1 -50.0 - 45.0 63.000 +56.0 -60.8 +56.0 +56.0 +47.9 +56.0 +54.3 +46.8 +56.0 +53.1 +45.4 +56.0 +51.5 +43.9 +55.2 +49.7 +40.9 +52.5 +46.4 +39.7 +51.5 +45.1 +37.5 +45.0 +40.0 -82.6 - 68.9 -47.9 -64.8 -54.3 -46.8 -59.7 -53.1 -45.4 -57.3 -51.5 -43.9 -55.2 -49.7 -40.9 -52.5 -46.4 -39.7 -51.5 -45.1 - 37.5 -50.0 -42.5 R8 Pit taker F.K Read 101 F. NO CHANGE THIS SHEET REDRAW AND UPDATE TABLE2 PERASTM E 1300.02 ADD 1/4' MONOLITHIC UPGRADES. q.em sy F.K 1/23/02 A ir C B /MAW Or J.rt UPDATE ANCHORAGE - NOT SUBMTTED 02109/07 I • ••. • • • • ... • • • • •• • •• • •• • •. . . • •• • • •.. 1010 TECHVOLUMUIE NOKOMIS, F1.10275 • • P.O. BOX 11129 • • NOKOMIS. AVM* • • ma sIbl ettBr • I DESIGN PRESSURES, XOX (1/4- 1/2 -1/4) EI tIM. HOR/Z. ROLLER WINDOW (HD MTG. RAIL) e.�e adz an.e taremrt NTS 4 ar 12 268-2 /, L Clark. P.E. PE #39712 Structural -6/e/4'. DESIGN PRESSURES, GLASS TYPE: XOX (1/3-1/3-1/3) WINDOWS TABLE 3. B. 3/16" OR 1/4" ANNEALED (FTL -3328) E. 1/2" I.G. - 3/16A,3/16 "S,1/8A (FTL -3329) C. 3/16" OR 1/4" TEMPERED (FTL -3327) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 48.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -81.8 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -81.8 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -88.0 +56.0 -73.6 53.125 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -75.1 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -75.1 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -87.6 +56.0 -81.1 +56.0 -67.6 60.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -88.6 +56.0 -81.8 +56.0 -67.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -88.6 +56.0 -81.8 +56.0 -67.9 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -79.8 +56.0 -73.6 +56.0 -61.1 74.000 B +56.0 -74.0 +56.0 -74.0 +56.0 -74.0 +56.0 -74.0 +56.0 -70.1 +56.0 -57.6 C +56.0 -74.0 +56.0 -74.0 +56.0 -74.0 +56.0 -74.0 +56.0 -70.1 +56.0 -57.6 E +56.0 -66.6 +56.0 -66.6 +56.0 -66.6 +56.0 -66.6 +56.0 -63.0 +51.8 -51.8 84.000 B +56.0 -57.7 +56.0 -57.4 +56.0 -57.4 +56.0 -57.4 +56.0 -57.4 +52.5 -52.5 C +56.0 -57.7 +56.0 -57.4 +56.0 -57.4 +56.0 -57.4 +56.0 -57.4 +52.5 -52.5 E +51.9 -51.9 +51.7 -51.7 +51.7 -51.7 +51.7 -51.7 +51.7 -51.7 +47.2 -47.2 90.000 B +50.9 -50.9 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -50.0 C +50.9 -50.9 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -50.0 E +45.8 -45.8 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +40.0 -45.0 ••• • . • • • . • •• • • • ••••••• • •• '• • • •• ' • ' ••••••• • . • • • ••• • • •• ••• ••• • • • • •• • • • • • • . • • • • • •• • • • • • • • . • • • ••• • • • • • R 1 ° I y Revd Br. F.K NO CHANGE THIS SHEET REDRAW AND UPDATE TABLE 3 PER ASTM E 1300-02 ADD 114' MONOLITHIC UPGRADES. • ar F.K F.K 413+7 Date: 1/31/07 box 9/11/02 Dem wwe= C ww.aar B J.J. UPDATE ANCHORAGE - NOT SUBMITTED X7 1 ••• • 1070 TECHNOLOW UWE NOKOtA3.94276: P.O.BB��jj •• NOKOMIS. L 4 DDSIGN PRESSURES, XOX (1/3- 1/3.1/3)) .14IJAt HORIZ ROLLER WINDOW (HDMTG RAIL) saakeht &or &a* Oro* g fix Row ►&Za1 NTS 5 r 12 268-2 D OUTSIDE M WINDOW HEI3HT MAX. FIXED DLO SECTION C -C (VERTICAL SECTION) INSIDE MAX. VENT DLO •• •• • • • • • • •• • • • • • • •• ••• •• • • • • • 11 . •• ••. • •• ••• • •• • • • • . • • • • • • • • • • • • • • • • • • • • • • MAX. WINDOW WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) MAX. WINDOW WIDTH SECTION A -A (HORIZONTAL SECTION - OX, XO SHOWN) Reh Wader Fit Row* F.IL arm WA F.K. 4/9/07 aeet 1/31/07 Dar 9/11/02 V23/02 ReNmhoK c Rer•kner 8 Cha•ceaw J.J. NO CHANGE THIS SHEET CONSOLIDATE SECTIONS WITH NO CHANGES NO CHANGE THIS SHEET- NOT SUBMITTED 02 ••• • 1070 TEOFNOLOCP(DRME NOKOMIS, FL:4275 • • P.O. B0v • • NOKOMIS R. 3G74 • • 7 VPslbl •Bens» • i • SECTIONS AVM. HORIZ ROLLER WINDOW (HD MTG. RAIL) salabek Aeoi sag Half 6 d 12 OtawIngbla 268-2 � 1 � ett L. Clark, P.E. PE #39712 Structural Rem 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 26 26 28 29 30 31 32 33 34 35 36 37 39 40 41 42 43 44 Dwg # 215B 1155 110 264 265B 1298 218A 219 1003 1072 223A 242 227 225 226 221 A 1001 222A 1096 1016 1265 -3 1267 1014 1013 1073 1278 1618 267 2719 1263 241 1274 1237 Description Flange Frame Head #8 x 1.000 , QUAD Pn., SMS Sash Stop Main Frame Sill Main Frame Sill Adapter Weep Hole Cover Flange Frame Jamb (Fixed, XO ONLY) Range Frame Jamb (Operable) Wstp., Bulb Vinyl Wstp.,.187 x.200, Fin Seal Sash Top & Bottom Rail Sash Top Guide (Anti-rack) End Cap #8 x.25, QUAD Pn., SMS Roller Housing & Guide Rollers, Brass Sash Side Rail Wstp., Bulb Vinyl Sash Meeting Rail Sweep Latch #8 x.625 , Ph. Fl., SMS 3/16" or 1/4" Annealed Glass 3/16" or 1/4" Tempered Glass 1/2" Insulated 3 /16 "Annealed/DSB 3/32 x 1/4 x 1 Setting Block 1/8 x1/2 x1 Setting Block Screen Frame Screen Corner Key Screen Spring Screen Pull Screen Spline Screen Cloth H.D. Fixed Meeting Rail Glazing Bead - (3/16') Glazing Bead - (1/4") Glazing Bead - (1/2" Insulated) Glazing Bead, Grill Kit - SSB /DSB Glazing Bead, Grill Kit - 3/16" Mat'I 6063 -T6 Fastener 6063 -T5 6063 -T5 6063 -T6 Plastic 6063 -T6 6063 -T5 Vinly Wthrstrip 6063 -T6 Plastic Plastic Fastener Plastic Brass Part 6063 -T6 Wthrstrip 6063-T6 Cast Part Fastener Glass Glass Glass Rubber Rubber Aluminum Plastic Spring Steel Plastic Rubber 6063 -T6 Rollform Bd. Rollform Bd. Plastic Plastic Plastic PGT # 6215W,B,T 781PQA 66387 6264 6265BW,B,T 71298 6128W,B,T 61088 66601 67919G 6223W,B,T 42105 42114 78X14PQAA 42112N 7BRWHL2 6221W,B,T 64664 6222W,B,T 71096 7858 712653K 71267N 61011 41903 78835M 70409K 68155K 61816 6267 65016 65133 6VT48 • 6GB1274 6GB1237 Slicone Adhesive Dow 899, Instant Glaze II or Equal • • • • • • • • • • • • ••• • • 1 1.805 1 •• ••• • • • • • • • • ••• •• • • • •• • •• • • • • •• • • • • ••• •• • • • • • ••• • • • • •• 37 HD FIXED MEETING RAIL MATL: 6063 -T6 DWG# 267 0 SASH SIDE RAIL MATL: 6063 -T6 DWG# 221A • • • . 1.750 .062 2.010 1 1.062 • 20 SASH MEETING RAIL • • • • • • • • • MAIL: 6063 -T6 DWG# 222A 0 SASH TOP & BOTT. RAIL MATL: 6063 -T6 DWG# 223A 1.457 I .926 Appistel Date a S } 0y -■-- .050 0 Vile gender. F.IC Wader F.IC F.K. Rsosstsc Re c NO CHANGE THIS SHEET DELETEITEMS24 27638 ADD 1/4" MONO 70 ADD DOW INSTANT GMASS 11 TOO ITEM 44. ads 1131 /07 be* 9111/02 Oats 9/23/02 8 140 CHANGE THIS SHEET -NOT SUMMED cneabed8r Date J.J. 02/09/07 1070 IMO N U L E OKI8, F 8 � P.O.BQX1a • • NOKOMIS. %54174 • • PARTS LIST AND SASH EXTRUSIONS c e.. HORIZ ROLLER WINDOW (HD MTG. RAIL) HP1201 sa•a NTS Mae a 12 288-2 sew D r� / z✓( / / /!!! /// Robert L Clark, P.E. PE 939712 Structural TOP VIEW D -D SHT. 2 CORNER CONTRUCTION .062 1.542 0 FRAME JAMB(OPERABLE) MAT'L: 6063 -T5 DWG# 219 2.209 0 7 FRAME JAMB(FIXED) MATL: 6063 -T6 DWG# 218A •• • •• • • a • • • •• ••• • ••• •• • • • • • • • •• • • • • • • • • • •• • • • • • • • • I • • • • •• • 1.827 2.824 • • •MAT&: 10063 -T5 •• • • • DW6 #110 2.000 \ / FRAME HEAD MAIL: 6063 -T6 DWG# 2158 O FRAME SILL MAT'L: 6083 -T5 DWG# 264 .050 .062 - .875 0 SILL ADAPTER MAIL: 6083 -T6 DWG# 2658 510 li 2.428 Rvdsform c 8 OMdod J.J. r 1/31/07 twee: 9/11102 1/23/02 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET -NOT SUBMI77ED 02/0&07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3tS• P.O. SOX 1520 NOKOMIS, FL344 ••• • 4 . 4 • • • ••• CORNER ASSEMBLY DETAIL & EXTRUSIONS ;ILU$4 HORIZ ROLLER WINDOW (HD MTG. RAIL) • 6 • 12 Half Dredsq0z 268-2 Ral 0 l rt L. Clark, P.E. PE #39712 Structural TABLE ANCHOR & SUBSTRATE 4. ANCHORAGE, XO AND OX WINDOWS TO 50.625 HIGH HEIGHT TYPE 26. MO 38.375 44.000 50.625 1, CONC 2, CONC 2,3,WOOD 1, CONC 2, CONC 2,3,WOOD 1, CONC 2, CONC Z3,WOOD 1, CONC W HlaIM 3dAJ. SSV1J 1119 '8' aV3H� CO C3 _ J 2 6 a I 06 [JAMBS ilIS'8 av3H 03 C7 _ J 2 4 x alS 1119 '8 GV3H sawdr JAMBS 1119'8 av3F1 CO C3 J 2 6 65 IS x4'3 M a - � 0 _ J 6 5 x a6 1119 '8 OV3H sawvr CO O J _ ¢ A N —a x o6 M 0 J - 463 -a x co 'JAMBS] 1119 '8 aV3H a Vf 26.500 B,C,E 1+C2 +1 2 11-02 +1 2 1102 +1 2 1+02 +1 3 1+C2 +1 3 1101 +1 3 1 +02 +1 3 11 -02 +1 3 1+02 +1 3 1+0 +1 4 1+211 4 1 +0-11 4 44.000 B,C,E 1+02 +1 2 1+C2 +I 2 1-1-C2 +I 2 1+C2 +1 3 I+C2 +1 3 I+C2 +1 3 1+03}1 3 1102 +1 3 1+C3 +1 3 I+0 +I 4 I+C2 +1 4 1+C3 +1 4 48.000 B,C,E 1102 +1 2 1+0+1 2 1+02 +1 2 I+C3 +1 3 1+02 +1 3 1+0+1 3 1+0 +1 4 1- +-C2 +1 3 1+03 +1 3 1+0 +1 4 1+0 +1 4 1+C3 +1 4 53.125 B 2+Q +2 2 1+(2 +1 2 2+02+2 2 2+C3 +2 3 1+02 +1 3 2+C3 +2 3 2+03 +2 4 1102 +1 3 2+C3 +2 3 1+0 +1 4 1+C2+1 4 1+03 +1 4 E 1+C2 +1 2 1+02 +1 2 1+C2 +1 2 1+02 +1 3 I+C2 +1 3 1+-0 +1 3 1+0+1 3 I+C2 +1 3 1+C3 +1 3 1+0 +1 4 1+C2 +1 4 1 +0+1 4 C 2+02 +2 2 1102-11 2 2+C2 +2 2 2+0 +2 3 1+C2 +1 3 2+C3 +2 3 2+03 +2 4 1+02+1 3 2+03 +2 3 2+04 +2 4 1 +0+1 4 2+C4+2 4 63.000 B 2+C2 +2 2 14-02 +1 2 2+02 +2 2 2+C2 +2 3 I+C2 +1 3 2+02 +2 3 2+0 +2 3 1+0 +1 3 2+03 +2 3 2+0 +2 4 14-0+1 4 2+0 +2 4 E 1+0 +1 2 1102 +1 2 1102 +1 2 1+02 +1 3 1+02 +1 3 1+02 +1 3 1+C2 +1 3 1+02 +1 3 1+02 +1 3 1+0 +1 4 1+0 +1 4 1 +0+1 4 C 2+0 +2 2 2 -1042 2 2+C2 +2 2 24C3+2 3 2+02 +2 3 2+0 +2 3 2+0 +2 4 2+02 +2 3 2+C3+2 3 2101 +2 4 2+0 +2 4 2 +04 +2 4 66.000 B 2+02 +2 2 1+02 +1 2 2+02 +2 2 2+C2 +2 3 1+02 +1 3 2+02 +2 3 2+0+2 3 1+0 +1 3 2+C2 +2 3 2+0 +2 4 1+C2 +1 4 2+C3 +2 4 E 1+0+1 2 1+02 +1 2 11-2 +1 2 1402 +1 3 1+02 +1 3 1+02 +1 3 1+02 +1 3 14-02 +1 3 1+02 +1 3 1+0 +1 4 1+C2 +1 4 1 +02+1 4 C 2+0 +2 2 2+0+2 2 2+02 +2 2 24-0 +2 3 2+02 +2 3 2+01 +2 3 2+C3 +2 3 2+C2+2 3 2+C3 +2 3 2+04 +2 4 2+C3 +2 4 2+0 +2 4 74.000 B 2-1C2 +2 2 1+02 +1 2 2+02 +2 2 21-02 +2 3 1+C2-1 3 2+02 +2 3 2+0+2 3 1+02 +1 3 2+02 +2 3 2+0 +2 4 1+02+1 4 2 +03 +2 4 E 1+02 +1 2 1 +0 +1 2 1+0 +1 2 1+(2 +1 3 1+02 -1 3 1+C2 +1 3 1+0 +1 3 1+02 +1 3 14(2 +1 3 1+02 +1 4 1= -C2 +1 4 1 +0 +1 4 C 2+C2 +2 2 2+02 +2 2 2 +02 +2 2 2+02 +2 3 2+02 -2 3 2+C2 +2 3 2+0 +2 3 2+02 +2 3 2+02 +2 3 2+03 +2 4 2+C2 +2 4 2 +0 +2 4 TABLE 4A. ANCHORAGE, XO AND OX WINDOWS OVER 50 625 HIGH TO 72.000 HIGH HEIGHT 54.000 63.000 66.000 72.000 26.500 B,C,E 1+C3 +1 4 1+02 +1 4 1 +02 +1 14 1-1-C3+11 4 1+02 +1 4 1+0 +1 4 1+0+11 5 1+0+1 5 1+0 +1 5 1+0 +1 5 1+02 +1 5 1+03 +1 5 37.000 B 1 +1 4 1+02 +1 4 1+03+1 , 4 1+0+114 1+0 +1 4 1+03 +1 4 1+04 +1 5 I+C3 +1 5 1+C4 +1 5 1+01 +1 5 1-03 +1 5 1+04 +1 5 E 14C3 +1 4 11011 4 1+0 +1 4 I+C3 +11 4 1+02 +1 4 1+0 +1 4 1+03 +11 5 I --C2 +I 5 1 +C3 +1 5 1+0 +1 5 1-C2 +1 5 1 +0 +1 5 C 1+C3+1 4 11-02 +1 4 1+C3 +1 4 1+C4 +I 4 1+03 +1 4 1 +C4 +1 4 1+C4 +1 5 1-03 +1 5 1+01 +1 5 1 5 1-0 +1 5 1+04 +1 5 44.000 B I- C3 +1 4 I+C3 +1 4 1 +0 +1 4 1+0 +1 4 14C3+1 4 1+0 +1 4 I+C 4 +1 5 1-0 +1 5 1+04 +1 5 1+04+1 5 1-0 +1 5 1+04 +1 5 E 1+0 +1 4 1+02 +1 4 1+C3 +1 4 1+C3 +1 4 1+02 +1 4 1+03 +1 4 1+0 +1 5 I+C2 +1 5 I+C3+1 5 1+0 +1 5 1-02 +1 5 1+C3 +1 5 C 1+64+1 4 1+C3 +1 4 1+03 +1 4 1+C4 +115 1+C3 +1 4 1 +04 +1 4 1+04 +1 5 1+03 +1 5 1+04 +1 5 1+04 +1 5 1-03 +1 5 1+01 +1 5 48.000 B 1+C3 +1 4 1+0 +1 4 1 +0 +1 4 1+0 +1 4 I+0 +1 4 1+0 +1 4 1+04 +1 5 1+0 +1 5 1+C4 +1 5 1+C4 +I 5 1-0 +1 5 1+04 +1 5 E 11C341 4 1+02 +1 4 1+03 +1 4 1+03 +1 4 1+0 +1 4 1-10+1 4 1+0+1 5 1+02 +1 5 1+03 +1 5 1+0+1 5 1-=C2+1 5 1+0 +1 5 C 1+Cs1 +I 4 1403 +1 4 1+Cs3 +I 4 I+C4 +1 5 1+03 +1 4 I+C4 +1 4 1+04 +1 5 I+C3 +I 5 1+04 +1 5 1+C4 +I 5 1-0 +I 5 1+04 +1 5 53.125 B 1+0 +1 4 1+0 +1 4 1 +03 +1 4 1+C3 +1 4 1+02 +1 4 1+03 +1 4 1+C3 +1 5 1+03 +1 5 1+0+1 5 1404 +1 5 1 +1 5 1 +0 +1 5 E 1+0+1 4 1+C2 +1 4 1 +0 +1 4 1+C3 +1, 4 1+02 +1 4 1+03 +1 4 1+0 +1 5 1 +0+1 5 1+0 +1 5 140 +1 5 1+0 +1 5 1 +0 +1 5 C 2+04+2 5 1+C3 +1 4 24-04 +2 4 1+-04 +115 1+03 +1 4 1+04 +1 4 1+04 +1 5 11-03 +1 5 1+64 +1 5 1+04 +1 5 1+0 +1 5 1+04+1 5 63.000 B 2+03 +2 4 1+021-1 4 210-12 4 1+0 +114 1+02 +1 4 1 +0 +1 4 1+0 +1 5 1+011 5 1+C3 +1 5 1+0 +1 5 1+02 +1 5 1 +0+1 5 E 1+0 +1 4 1+0 +1 4 1-103 +1 4 1403 +1 4 1+02 +1 4 14-03 +1 4 1+0 +1 5 1+02 +1 5 1+C3+1 5 1+0 +1 5 1+02 +1 5 1 +C3+1 5 C 2+0412 5 11011 4 21 -04 +2 4 2+04 +2 5 14-03 +1 4 2+04 +2 4 1+04 +1 5 1403.11 5 14-04 +1 5 1+01+1 5 1+0 +1 5 1 +0441 5 66.000 B 2+0 +2 4 1+02+1 4 2+03 +2 4 1+0 +1 4 1401 +1 4 110 +1 4 1+03 +1 5 I+C2 +1 •'14€1V s 110 - 11+C:+1,, e1 +0 +1 5 E 1+C3 +1 4 1+02+1 4 1403 +1 4 1+03 +1 4 1+C2 +1 4 14(3 +1 4 1 +0 +1 5 1+C2+1: 5 1+C3+4 5.1iC3 -1 46 b+d1-15 1+0 +1 5 C 2+04 +2 5 2+03 +2 4 2+041-2 4 2 5 11011 4 210412 4 210412 5 110 +1 3 ,21 C2 1,:: 1:0C1 :5 4W' 11 • 1.104 +1 5 74.000 B 2+C3 +2 4 1+02 +1 4 2+0 +2 4 2- -C3 +2 4 11-03 +1 4 2+0+2 4 2+03 +2 5 14(2 +f s 2+13+ 5 hcA +"+ 5 1 2 +04 +2 5 E 1+02+1 4 1+0+1 4 1+C2 +1 4 1-0 +1 4 1+02 +1 4 1403 +1 4 1 +03+1 5 1+02 +1 5 14-03+1 5 1+03 +1 5 1 +1 5 1 +0 +1 5 C 2+C3 +2 4 2+02+2 4 2+03 +2 4 2-044-2 5 2+0+2 4 2+01 +2 4 +2 5 1+02+1 5 .2 - 3+2 5 .2±C4-11 . 1+0+1 . 5 2 +04 +2 5 R .K F.1( How or Cahn sy. FX Rem Rendsionas C Checked BA J.J. 4/3107 1/31/07 Cetr Data 1/23/02 NO CHANGE THIS SHEET NEW SHEET, CONSOLIDATED ANCHORAGE SPACING. 02/08/07 I • 1070 TECHNOLOGY DRWE NOKOMIS. FL 34276• • P.O.BOX1628 • NOKOMIB. FL 3427'!1 • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • e • HR201 Bair NTS l r _6. MAX. MAx I�----- ►1 -25° MAX. O.C. MTG. RAIL EXAMPLE (C2) ANCHOR CLUSTER NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) TABLE KEY: (3' MIN. O.C. ANCHOR SPACING) Stoat 9 or 12 EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN TABLE KEY BELOW) 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 6° MAX. FROM CORNERS & & 25" MAX. O.C. SILL: 6" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: 6° MAX. FROM CORNERS & 17° MAX. O.C. ANCHOR QTY. '" JAMB HEAD AND SILL ANCHQR QUANTITIES A CLUSTER OF (3) ANCHORS AT THE MEETING RAIL, PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. ANCHORAGE SPACING, XO AND OX WINDOWS ills 4IORIZ ROLLER WINDOW (HD MTG. RAIL) 268-2 Rot D obert L. Clark, P.E. PE 1138712 Structural TABLE 5. ANCHORAGE, XOX (114 - 112 -114) WINDOWS TO 44.000 HIGH ANCHOR TYPE & SUBSTRATE 53.125 74.000 84.000 80.000 98.000 108.375 111.000 120.000 W 3 13,C,E B,C,E B C E B C E B C E B C E B C E B C E HEIGHT 26.000 '1, CONC HEAD & SILL 1+0'2 +2+C2+I 1+(2 +2+(2 +1 I +C2 +3+C2+I 1 +L2 +3+02 +1 1+02 +3+02+1 1+02 +3+c2 +1 1402 +3+02 +1 1 +c2 +3+02+1 1 +(2+3+02+1 1+0+3+(2 +1 I+C2 +3+0+1 1+(2 +3+C2 +1 14{2 +34{2 +1 1+(2 +3+02 +1 1402 +3+0 +1 1+02 +3+02+1 1+02 +3+02+1 1 +0 +340211 1+0+3402+1 1402+2+[2 +1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2, CONC HEAD & SILL I +C2 +142 +1 1 +C2+2+0+t 1+02 +2+02+1 1 +c2 +2+{2 +1 1+02 +2+0.2 +I 1+02 +2+02+1 1+0 -2+041 1+022+02 +1 1+C2- 2+02+1 1 +c2 +24{2+1 1 +C2 +2+02 +1 1 +02 +2+{2+1 I +02+2+{2+1 1 +0 +2+{2+1 1 +(2+2+{2 +1 1 +0+2+C2 +1 1 +0+2+{2 +1 14 2124(2 +1 1 +0+2+02 +1 I +C2+2+{2+1 co m Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2,3,WOOD HEAD & SILL 1+(2 +24(2 +1 1+(.2+2+02 +1 I+C2 +3+C2 +1 1+{2 +3+02 +1 1+02 +3+02+1 1+(2+3+02+1 11(213102 +1 140+3+C2+1 1+{2434(211 1+02 +3+02 +1 I+C2 +3+02 +1 1+(2 +3+0 +1 I+C2 +3+02 +1 1+02 +3+02 +1 14(2 +3+0 +1 14C2+3 +0 +1 1+0+2 +0 +1 14(2 +3 +1.2 +1 I+0 +3+02 +1 I+C2 +2+C2 +1 to 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38.375 1, CONC HEAD & SILL 1402 +2+02 +I 1+C3+3+C3+1 1+('2 +3+C2+1 I+C3+3+c3+1 14{3+3+{3+1 l+{2 +3+02+1 14044103+ I 1+03 +3+03 +1 11(2431(211 1+C3+4+C3+I I+0 +3+{x41 1+0+34C2+I 1 +0+3+{2+1 1+0 +3+0+1 I+0+3+C2 +1 1+02 +3+02+1 140x+3+{2+1 1+02 +3+02+1 I+0 +3+02+1 1+02 +3+0+1 U) m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2. CONC HEAD & SILL 140,2 +1 +1.2 +1 1 +02+2+02 +1 1+C2+2 +1.2 +1 1+(2+2+02 +1 1+02 +2 +c2 +1 1+02 +2+0+1 1+0+3401 l+(2 +2+02 +1 1+(242+(241 I +02+3+02 +1 1 +0 +2+02 +1 1+0+2+02 +1 1 +04- 3+02 +1 1 +0+24{2 +1 1+0+2+{2 +1 1 +0 +2+0 +1 14 C2+2 +0 +1 1+0+2 +0 +1 1+0+2+02 +1 1 +0+2 +(2 +1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2,3,WOOD HEAD & SILL 1402 +2+02 +1 1+C3+3+C3 +1 1+02 +3+C2 +1 I+C3+3+C3+1 1+03 +3+(3+1 1+02 +3+02 +1 110313+(3 +) 1+02 +3+02+1 14(243 1 1 +02 +3+02 1+02 +3+C2 +1 I +02+3+02+1 1+Cx +3+0 +1 I+C2 +3+02+1 1+C2 +3 +0 +1 1+02 +3+0 +1 1+C2 +3+0 +1 I+C2 +3+0 +1 1+0 +3+02+1 1 +C2+3+0 +1 U) m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 44.000 1, CONC HEAD & SILL 1+02 +2+{2 +1 I+C4 +3+04+1 1+C3 +3+03+1 1+C4 +3+C4 +1 1 +C3 +3+C3+1 1+C3 +3+C3 +1 1 +04141 CA 11 1403 +3+03 +1 1103 +31(311 1 +C3+4+C3 +1 1 +C3 +3+03 +1 1+02 +3+c2 +1 1+C3+4+0+1 1+0+3+02 +1 14{2 +3+0 +1 1+03+4+03 +1 I+C2 +3+0+I 1+c2 + 3+{ 2 +I 1+02 +3+0+1 1+0+3+02 +1 to 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2, CONC HEAD & SILL 1+02 +1+02+1 1+02+2+02 +I I*(2+2+L2 +1 I+C2+2 +02+1 1+02+2+0+1 1-(2+2+{2+1 1 -c3134 (31 1 1+02+2+{2+1 02124C24 1 1-C2+ #Q+1 I- C2+2+C2+I 1- 1.2 +2 +c2 +1 1+0 +3+0 +I 1- C2+2+0 +1 1-02 +240 +1 I+0+3+02+1 I+C2+2+C2 +1 1+02 +2+0+1 1+0+3+0+1 1+02 +2402 +1 to g m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2, 3,W OO D HEAD & SILL 1+0 +2 -4C241 1 +03+3+03 +1 I+C3 +3+03 +I 1+C3 +3 +03+1 1+03 +3+C3 +1 1+03 +3+p +1 11(344+(3 +1 1+03 +3+03+1 1+{2+3+02 +1 I+C314IC3 + 1=03 +3+03 +1 1+02+3+{2+1 1--03 +3+03 +I 1+42 +3+02 +1 1+0 +3+0 +1 1402 +3+0 +1 I+C2 +3-02 +1 14{2 +3 (21 1 I+ 2 +3 -1.2 +1 I+{2 +3402 +I to 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 TABLE 5A. ANCHORAGE, XOX (1/4- 112 -1/4) WINDOWS OVER 44.000 HIGH TO 63.000 HIGH ANCHOR TYPE 53.125 74.000 84.000 90.000 96.000 108.375 111.000 120.000 B C E B C E B C E B c E B C E B C E B C E B C E HEIGHT 50.625 1+0 +14{2+1 4 1 +02+2 +1.3 +I 4 I+C3 +2403+1 1+02+2+02+1 I+C4 +3+C4 +1 14{2 +2+{2 +1 1+{2+2 +C2+1 1+C4 +3+C4 +1 1+03 +3 +C3 +1 1 +03+3+0,'1 +1 1+Gl+34C4 +1 1+C3+3 -1.3 +1 1+03 +3 -1.3 +1 I+C444 --C4 +1 1+C3+3+C3 +1 1+0 +3403 +1 1+03+4+03 +1 1+C3+31-C3+1 I +3+03 +1 I +p+4 +C3+1 1+C3 +33+1.3 +1 1+C3 +3+0+1 1+C3+4+C3+1 1+p +3+03+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 14{2 +I+C2 +I 4 1+04-34C34 1 11-C24240-4 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+0+3+0+1 1+C3131 C3 41 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4C413 1(3411 1+0+3+0+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+0+1+0+1 14(2+1+0+1 1 +0+1+0+1 1+0+1+0+1 1+0+2+0+1 1+0+2+0+1 14(2424041 1+0134011 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+0+2+0+1 1+0+2+0+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 et 4 4 4 4 63.000 1+0+24041 4 1+0+2+0+1 4 1W 64 • 14-C24- 1404- 1 1401-21-0+ 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ler 4 1+0+2+0+1 140+24 C.24 1 1+0+2+0+1 1+0+2+0+1 14 C4134-C44-1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 • • • • MTG. RAIL, TYP. EXAMPLE (C2) ANCHOR CLUSTER EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN TABLE KEY BELOW) NOTES: 1. ANCHOR TYPES: 2 ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 6" MAX. FROM CORNERS & SILL: r MAX. ON EACH SIDE OF MEETING RAIL JAMBS: 6' MAX. FROM CORNERS & TABLE KEY: HEAD SILL ANCHOR QUANTITY. A CLUSTER OF (2) ANCHORS AT EACH MEETING RAIL, PLUS (1) ANCHOR AT EACH OPERABLE VENT, PLUS (3) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. 0.C. ANCHOR SPACING) Ellststao RaPit Read Ely: WWI By: Dattr 4/3/07 Ra r NO CHANGE THIS SHEET Oar Oats Raddreac C KEW SHEET, CONSOLIDATED ANCHORAGE SPACING. Cheaka 1 Br Dam 1123/0 J.J. 02/09/07 1070 TECHNOLOGY Altit NO1COMIS. FL 34276* • T r . CHpRAGE SPACING, XOX (114-1/24/4) ROLLER WINDOW (HD MTG. FMIL) Mak NTS 10 12 Etas fag Na. 268-2 Flaw PE 6639712 Structural TABLE 6A. ANCHORAGE, XOX (1/3- 1/3 -1/3) WINDOWS OVER 44.000" HIGH TO 63.000 HIGH HEIGHT 50.625 5000 63.000 48.000 B,C,D,E H03+1 +C3 +1 4 1+C2 +1+C2 +1 4 1+C3 +1+C3 +1 4 1+C3 +1+C3 +1 4 1+C2 +1 +C2 +1 4 1+C3+1+C3 +1 4 1+C3 +1+03+1 4 1+C2 + 1+C2 +1 4 1+C3 +I+C3 +1 4 53.125 B,C,D,E 1+C3 +1 +C3 +1 4 1+C2 +1+C2 +1_4 1+C3 +1+C3 +1 4 1+C3+I+C3+1 4 1 +C2 +1+02 +1 4 1+C3 +1+03 +1 4 1+C3+1+C3 +1 4 1+C2 +1+C2 +1 4 I+C3 +1+C3 +1 4 60.000 E 1+C3 +1+C3 +1 4 1+C2 +1+C2 +1 4 1+C3 +1+C3+1 4 1+C3 +1+C3 +1 4 1+C2 +1+C2 +1 4 1+03 +1+C3 +1 4 1 +C3 +1+C3 +1 4 1+C2 +1 +C2 +1 4 1+C3+1-1C3+1 4 B,C 1+C3 +I +C3 +I 4 1+C2 +1+C2+1 4 1+C3 +I+C3 +I 4 1+C3 +1+C3 +1 4 1 +C2 +1+C2 +1 4 1+C3 +1+C3+1 4 1+C3 +1+C3 +1 4 1+C2 +I+C2 +1 4 1+C3 +1+C3 +1 4 74.000 E I +C3+ I +C3+1 ' 4 1+C2+1+C2 +1 4 1+C3 +1+C3 +114 1+C3 +1+C3 +1 4 r I +C2+ I+C2+1 4 1+C3+I+C3+1 4 +C3+ 1 4 1+C2+I+C2+1 4 I+C3 +1+C3 +1 4 B,C 1+C3+1+C3+1 4 1+C2 +1+C2 +1 4 1+C3 + 1+C3 +1 4 1 +C3 +I+C3+1 4 I+C2 +I +C2 +1 4 1+C3 +1+C3 +1 4 14C3+1+C3+1 4 1+C2 +1+C2 +I 4 1+C3 +1+C3 +1 4 E ]+C2 + 1+C2 +1 4 1+C2 +1+02+1 4 1+C2 +1+C2 +1 4 1 +C3+1 +C3 +1 4 I+C2 +1+C2+1 4 1+C2 + 1 +C2 +1 4 1+C3 +1+C3 +1 4 I+C2+1+C2 +I 4 I+C3 +I +C3+1 4 B,C I+C3 +I+C3+1 4 1+C2 +1+C2 +1 4 1+C3 +1+C3 +1 4 I+C3 +I+C3 +1 4 I+C2 +1+C2 +1 4 1+C3 +1+C3+1 4 1+C3+1+C3+1 4 H- C2 +I+C2 +1 4 1+C3+I+C3 +1 4 000 E 1+C2 +1+C2 +1 4 1+C2 +1+C2 +1 4 1+C2 +1+02 +1 4 I+C2 +I+C2 +1 4 1+C2 +1+C2 +14 1+C2 +1+C2 +1 4 1+C3+1-1-C3-1-1 4 1+C2 +1+C2 +1 4 1+C3+ 1+0+1 4 B,C 1+C2 +I+C2 +1 4 1+C2 +I+C2 +1 4 1+C2 +1+C2+1 4 1+C3+1+C3 +1 4 1+C2 +1+C2 +1 4 1+C2 +1+C2 +1 4 1+C3+1+C3 +1 4 1+C2 +1+C2 +1 4 1+C3+I+C3 +1 4 TABLE 6. ANCHORAGE, XOX (113- 1/3 -1/3) WINDOWS TO 44.000" HIGH ANCHOR TYPE & SUBSTRATE 2 48.000 53.125 60.000 74.000 84.000 80.000 H W g B ,C,D,E B,C,D,E E B,C E B,C E B,C E B,C HEIGHT 26.000 1, CONC 00 Q I U) I+C2 +1+C2 +1 2 1+C2 +1 +C2 +1 1+C2 +1+C2 +1 I+C2 +1+C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 H- c2 +I+C2 +1 1+C2 +1+C2 +1 1+C2+1+C2 +1 co 2 2 3 3 2 2 2 2 2 2 2, CONC 00 0 z u) 1+C2 +1+C2 +1 1+C2 +1+02 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 I+C2 +1+C2 +1 1+C2 +1+C2 +1 1+C2 +I+C2 +1 1+C2 + 1+C2 +1 1+C2 +1+C2 +1 I+C2 +1+C2 +1 to m d 2 2 2 2 2 2 I+C2 +1 +C2 +1 1+C2 +C2 2 2 2 2 2,3,WOOD o0 O • J I 0) co 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1402 +I+C2 +1 1+C2 +1+C2 +1 1+C2+1+C2 +1 1+C2 +I+C2 +1 H- C2 +1+C2 +1 1+C2 +I+C2 +1 1+C2+1+C2 +1 1+C2 +1+C2 +1 2 2 2 2 2 2 2 2 2 38.375 1, CONC 08 J = u) 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 1+C2 +1+C2 +1 1 +C2 +1+C2 +1 1+C2 +1+C2 +1 I+C2 +1+02+1 1+C2 +1+C2 +1 I+G2 +1+C2 +1 I+C2 +1+C2 +1 I+C2 +1+02+1 rn m 2 3 3 3 3 3 3 3 3 2, CONC e0 O a J S co 1+C2 +1+C2 +1 1+C2 +1+C2+1 1+C2 +1+C2 +1 1+C2 +L +C2 +l 1+C2+1+C2 +1 1+C2 +1+C2 +1 N m 3 3 3 3 3 3 3 1+C2 +1+C2 +1 3 1+C2 +1+C2 +1 l 3 2,3,WOOD h 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2 +1 1 +C2 +I+C2 +I 1+C2 +1+C2 +1 1+C2+1+C2 +1 1+C2 +1+C2 +1 1+C2 +1+02+1 1+C2+I+C2 +1 m 2 a 3 3 3 3 3 3 3 3 3 3 44.000 1, CONC Q I+C2 +I+C2+1 3 1+C2 +1 +C2 +1 1+C3 +1+C3+1 I+C3 +1+C3+1 1+C2 +1+C2 +1 1+03 +1+C3 +1 1+C2+1+C2 +1 I+C2 +1+C2 +1 1+C2 +1+C2+1 1+C2 +1+C2 +I 3 3 3 3 3 3 3 2, CONC e0 O • J 2 • fA I+C2 +1+C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2+1 1+C2+I+C2 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2 +1 1+C2 +1+C2+1 1+C2 +1+02+1 3 1 +C2+1 +C2 +1 3 3 3 3 3 3 3 2,3,WOOD 00 O • J = 0) 0) 2 1+C2 +1+C2 +1 1+C2 +1+C2+1 1 +C3 +1 +C3 +1 1+C3 +I+C3 +1 1+C2 +I+C2 +1 1+C,'2 +1+C2 +1 I+C2 +1+1.2 +1 1+C2 +1+C2+ 1+C2 +1+C2 +1 1+C2 +1+C2 +1 3 3 3 3 3 3 3 3 3 MTG. RAIL, TYP. -- EXAMPLE (C2) ANCHOR CLUSTER R Tit max F.1C xw.J0 13 7/3/07 Doc 1/31107 bee NEW SHEET, CONSOLIDATED ANCHORAGE SPACING. Dram kg F.K 4 1 h 1 i_8" MAX. - X18" MAX. O.C. 6" MAX. X 1/23/02 Rarlsinorr O Relaxer J.J. NO CHANGE THIS SHEET Dote: 02/09/07 •�.' "4- • 18" 1111AX.O.2. 6 11 '- • �.1 ..: • ••• • • • ••• MTG. RAIL, TYP. EXAMPLE (C3) A sJCHOf•CLUS•TER: • (SHOWN IN ADJa'CCNT;TAI5LTr4SEYt • 1070TEC!NOLOGYOM E NOKOMIS, FL 3424 P.O. BOX 1628 NOKOMIS, FL Say: • • • •• • • •• • • • • • ••• • • • • • • • • • • • • • • • • axn•ee • KR201 a•k NTS TABLE KEY: X 4 X ANCHOR QTY. Ll +C3 +1+C3 +1) 31-* --PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS AT EACH MEETING RAIL PLUS, (1) ANCHOR AT EACH OPERABLE VENT, PLUS (1) ANCHOR AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 41NCIPRAGE SPACING, XOX (1/3- 1/3 -1/3) 3LVM;HORIZ ROLLER WINDOW (HD MTG. RAIL) 11 s 12 288-2 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD SILL: JAMBS: 6" MAX. FROM CORNERS & 1r MAX. O.C. D • 6" MAX. FROM CORNERS & 18' MAX. O.C. 6" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. { Wig Ld0 bL /6/6 Ri t) L la P.E. PE #39712 Structural 1 3/4" MIN. 1 3/4" MIN. E.D. E.D. • 1 3/4 ► - MIN. E.D. TYP. SILL SECTION TO CONCRETE 1/4" MAX. SHIM CONCRETE NCHOR, SEE NOTE 1 TYP. HEAD SECTION TO CONCRETE 1 3/8' MIN. C] EXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE NCHOR, SEE NOTE 1 1 /4" MAX. SHIM 1 3/8° M N. x WOOD BUCK, SEE NOTE 3 2x BUCK SEE NOTE 3 TYP. HEAD SECTION TO WOOD 2x WOOD BUCK, SEE NOTE 3 1 3/8" MIN. 1/4" MAX. SHIM WOOD NCHOR, SEE NOTE 2 WOOD CHOR, SEE NOTE 2 • 1 /4" MAX. r SHIM /8" N. • • • • • • • • TYP. SILL SECTION, •; • TO WOOD i • i • • • • • • • •• • • •• • • • • • NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". CONCRETE TO BE 3.4 KSI MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS OR 1/4" SS4 CRETE -FLEX. 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 1/8" 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 MINIMUM ANCHORAGE SPACING SPECIFIED IN THIS NOA ARE APPLICABLE. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC, CURRENT EDITION. 1 /4" MAX. SHI 1x WOOD BUCK, SEE NOTE j 3 A L IO - CONCRETE ANCHO SEE NOTE •• •• •• • • • •• INTERIOR (JAMB DETAILS) EXTERIOR QYQQU • S EE NOTE 2 •• •• • • • • • • • • • • • • • • • • • • • • 1 3/8" MIN. TYP. JAMB SECTION TO CONCRETE 'It A11111,1 'IT '311.J 1 3/8" MIN. 1 /4" MAX. SHIM---o- TYP. JAMB SECTION TO WOOD 1 3/4" MIN. • 1 3/4" MIN. 2x WOOD BUCK, SEE NOTE 3 0'316 itaAi Mud 6e c;909 tGenial Rowley. F.K Mold By: Fit 1/31/07 view 8/11/72 eha"a, o FJ( cefc 1!23/02 Rafitgars C B O•dudEtc J.J. NO CHANGE THIS SHEET ADD NOTE& ACV. ED., AND UPGRADE EMBEDMENT NO CHANGE THIS SHEET- NOT SUBMITTED 02109107 1070 TECHNOLOGY DRY�E NOKOM S. R.34276 • P.O. BOX 1529 • NOKOMIS. FL 342?4• • • • CI(ORAGE DETAILS gl HORIZ. ROLLER WINDOW (HD MTG. RAIL) HR701 Half Shot 12 s 12 268-2 D /P r/ eric. P.E. PE #39712 Structural MIAMS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. $ORA reserves•the right to revoke this acceptance, if it is determined by Miami-Dade County Product ^ •' ' • ° • • 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 lie, including the High Velocity Hurricane Zone. •••• • • .. DESCRIPTION: Series "SH- 4000" Aluminum Single Hung Window • • • • • APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Hung Window W= ST37.:VMTG. Roll ", sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clark, P.E., dated 12/15 /04 wit revisits. tl' , on 09/20/06, bearing the Miami -Dade County Product Control Renewal Stamp with the Notitk of hcceptanc a number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 05- 0104.05 and, consists of this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. " `o t 1o1D • • NOA No 06. 0706.04 Expiration Date: September r 30, 2011 Approval Date: October 19, 2006 Page 1 • • • • • • • • • • GENERAL NOTES: NON - IMPACT WINDOW 1. GLAZING OPTIONS: A. 1/8° ANNEALED GLASS B. 1/8" TEMPERED GLASS C. 3/16" ANNEALED GLASS D. 1/4° ANNEALED GLASS E. 3/16" TEMPERED GLASS F. 1/4" TEMPERED GLASS G.1/2" I.G. GLASS CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A 1/4" AIR SPACE BETWEEN. H.1/2" I.G. GLASS CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 1/8" ANNEALED GLASS WITH A 3/16" AIR SPACE BETWEEN. A I. 1/2" I.G. GLASS CONSISTING OF (2) LITES OF 1/8" TEMPERED GLASS WITH A 1/4" AIR SPACE BETWEEN. J. 1Y2" I.G. GLASS CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS AND (1) LITE OF 1/8° TEMPERED GLASS WITH A 3/16° AIR SPACE BETWEEN. 2. CONFIGURATION: 1/1 OX 3. DESIGN PRESSURES: (SEE TABLE 1, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS Q TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 6 AND 7. THE 331/3 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. SHUTTERS MUST BE MIAMI -DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI -DADE COUNTY. 6. SEALANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL -2959, FTL -2960, FTL -2961, FTL -2963, FTL -3654, FTL -4179, AND FTL -4379. ELCO TEXTRON NOA: 04. 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8...4 8y. Dee: Rariston°: CHANGE NOTE 3 TO ASTM E 1300 -02 AND F.K 09/10/06 F ADD AIR SPACE DIM. TO LG. GLASS RECIPES. ADD UPGRADE GLASS TYPES 1. AND J. (TEMPERED I.G. OPTIONS) CHANGED NOTES 3, 4, 7 & MAP PAGES. ADD NOTE 8. Read sr J.J. Rend by F.K Drown By: F.K. 08/05105 12/15/04 !late: 12/15/04 RerWmS: E Revtalonm D Checked By. J.J. REDRAWN & ADDED ALT. EXTR., ADDI GLASS TYPES & MAP. Dee: 5/26/06 76° MAX HEIGHT •• • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • •• •. • • • • • • • • • 1070 TECHNOLOGY 342 , E NOKOMIS. FL 3425 rib • • • P.O. eox1520: • NOKOMIS, FL 34274 6 Visialy Better "' 3 1/8° MAX. WIDT 49 1/8° MAX. FIXED r •, • • • •y • • - • LITE DAYLIGHT OPENING O / 4 • • • •• x 1i 48•1/8" MAX. VENT "D AYLi HT OPENING • • • • OUTSIDE ELEVATION • • • • • • • • • • • • • • • • • • • • 34 3/8° MAX. FIXED LITE DAYLIGHT OPENING 34 3/8" MAX. V ENT DAYLIGHT OPENING •GEP ERAL NOTES AND ELEVATION ' • ;4f f�Q/l. SINGLE HUNG WINDOW, STD. MTG. RAIL sumwoodo SH4000 Scale NTS Sheet 1 m 7 OraW°e Na 2736 NOA DRAWING MAP SHEET GENERAL NOTES 1 ELEVATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 VERT. SECTIONS 4 HORIZ. SECTIONS 4 PARTS LIST 5 EXTRUSIONS 5 ANCHORAGE 6-7 PRODUCT RENEVAID Cie No11dr rt L. Clark, P.E. PE #39712 Structural Rend By F.K. Raved By: J.J. Rend By: F.K. OR 1/8" ANNEALED OR TEMPERED GLASS .6 dJ — 1/8" GLAZING DETAIL (ORIGINAL DESIGN) 1/2" NOM. 1/2" I.G. GLAZING DETAIL ORIGINAL DESIGN) 1/8° ANNEALED OR TEMPERED GLASS 1/4" AIR SPACE --1/8" ANNEALED OR TEMPERED GLASS N. 2 OR 3/16" GLAZING DETAIL (ORIGINAL DESIGN) • • • • 3116' ANNEALED OR TEMPERED GLASS • •• • • • • • • • •• • • • • • • • • • • 3/8" MIN. BITE 1/2° NOM. • • •• "•_ ••• • • • • • • • • • • • • • • :: :. •1f2';I.CLOLAIIsiC; DETAIL • • • • (ORIGINAL DESIGN) 5 OR /�� 5 S - 1/4" GLAZING DETAIL (ORIGINAL DESIGN) — 3/18" ANNEALED OR TEMPERED GLASS 3/18" AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 3/8" MIN. BITE 114' ANNEALED OR TEMPERED GLASS PROMICT 4SNEWRD wk OeModia AcespisaarNs ADD AIR SPACE DIM. TO LG. GLASS DETAILS & ITEMS 55 & 56. ADD TEMPERED OPTION TO LG. GLAZING DETAILS. ADDED /G GLAZING DETAILS & REMOVED ALT. ONES. REDRAWN ORIG. AND ADDED ALT. GLAZING DETAILS. Ore. By F.K. mom Dater 08/05/05 Da 12/15/09 Date! 12/15/04 Revisions: F Revisions: E Revisions, D Checked en J.J. 5126/06 ••• 1070 TECHNOLOGY ItIVE NOKOMIS, FL 342=5 P.O. BOX 154 • NOKOMIS, FL 34274 • V,s !y Better —•-- ;GLARING DETAILS :4M4. 4. SINGLE HUNG WINDOW, STD. MTG. RAIL Mamig No Seriessnlintie .5H4000 Full 2 a 7 2736 F f Out LC Clark, P.E. PE 439712 Structural �9� COMPARATIVE ANALYSIS: TABLE 1. WINDOW WIDTH 19 1/8" 24" 26 1/2" 32" 37" 40" 44 " 48 " 53 1/8" GLASS TYPE A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J 26" 38 3/8" WINDOW HEIGHT 60 5/8" 63" 76" +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56,7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.8 -90.0 -90.0 -79.3 -90.0 -90.0 -70.6 -87.0 -87.0 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56,7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +51.2 +56.7 +56.7 -90.0 -90.0 -90.0 -90.0 - 90.0 - 90.0 -90.0 -90.0 -90.0 -85.5 -90.0 -90.0 -73.5 -90.0 -90.0 -66.5 -90.0 -90.0 -60.3 -90.0 -90.0 -56.7 -90.0 -88.0 -51.2 -80.0 -77.6 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +51.7 +56.7 +56.7 +46.3 +56.7 +56,7 +39.9 +56.7 +56.7 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.8 -90.0 -90.0 -65.9 -90.0 -90.0 -59.3 -90.0 -90.0 -51.7 -89.9 -81.7 -46.3 •• • 49.7 • • -�'2i, 5 • -39.9 ;'9.6: • •.$3,3:• +56.7 +56.7 +56.7 +56,7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56,7 +56.7 +56.7 +56.7 +48.0 +56.7 +56.7 +48.0 +56.7 +56,7 +42.1 •• • . •0 • • .: +t • +36.3 41447 • • • • -71.0 -90.0 -86.0 -63.6 -84.9 -77.1 -61.6 -82.1 -74.6 -60.0 -80.0 -72.8 -58.2 -80.0 -72.8 -48.0 -80.0 -72.8 -48.0 -80.0 -72.8 -42.1 • • • • -L�3.a -36.3 • • •5.; • • +43.8 +56.7 +56.7 +38.2 +56.7 +56.7 +36.3 +56.7 +55.0 +33.8 +56.4 +51.3 +33.0 +55.0 +50.0 +33.0 +55.0 +50.0 +33.0 +55.0 +50.0 +33.0 • • +55.0 +33.0 •+'5.0 • • • -43.8 -73.0 -66.4 -38.2 -63.6 -57.9 -36.3 -60.5 -55.0 -33.8 -56.4 -51.3 -33.0 -55.0 -50.0 -33.0 -55.0 -50.0 -33.0 -55.0 -50.0 ■ -33.0 -55.0 -50.0 -33.0 -55.0 -50.0 Reved F.K. Ruse e, FK Rem, a F.K. tkaW11 Sy. F.K. 09/10/06 Date: 05/25/06 Dare: 12/15/04 Dab: 12/15/04 RevbNOns: F Revisions: E ADD AIR SPACE DIM. TO LG. GLASS RECIPES. UPGRADE TABLE DESIGN PRESSURES PERASTM E 1300 -02. ADD GLASS TYPES 1. & J. (TEMPERED 1.0.OPT70NS) REDUCE MAX. NEGATIVE DP FROM -110 TO-90 PSF Revtrfens: REDRAWN AND COMBINED DP TABLES, ADDED GLASS TYPES B, D, D F 8 H UPGRADES Checkeeay. Date: J.J. 5/26/06 ••• 070 TECHNOLOGY 'RIVE NOKOMIS, FL 3445 P.O. BOX 15 0• NOKOMIS, FL 33274" Vividly atter • • Desmdamr • 'DESIGN PRESSURES • •� :At(44 SINGLE HUNG WINDOW, STD. MTG. RAIL Sab: Sheet Omaha No ROY. SHa00 NTS 3 ' 7 2736 F GLASS TYPES: A. * B. C. * D. E. * F. G. * H. * 1. * J. 118" ANNEALED FTL -2961, 2963 1/8" TEMPERED FTL -2961, 2963 3/16" ANNEALED FTL -2960 1/4" ANNEALED FTL -2960 3/16" TEMPERED FTL -2959, 4179, 4379 1/4" TEMPERED FTL -2959, 4179, 4379 1/2" I.G. (1 /8 "A, 1/4" AIR SPACE, 1 /8 "A) FTL -3654 1/2" I.G. (3/16"A, 3/16" AIR SPACE, 1 /8 "A) FTL -3654 112" I.G. (1/8 "T, 1/4" AIR SPACE, 1/8"T) FTL -3654 1/2" I.G. (3116'T, 3/16" AIR SPACE, 1 /8 "T) FTL -3654 * UPGRADE FROM GLASS TYPE TESTED mama wasv/i11) ri = 116411.1 r Mfd // a � � [,/� - ! a wT' G / AG obert L. Clark, P.E. PE #39712 Structural EXTERIOR MAX. VENT DAYLIGHT OP ING SECTION B-B INTERIOR NOTES: AX. VENT DAYLIGHT OPENIN NOTE 1 MAX. FIXED LITE DAYLIGHT OPENIN MAX. WIDTI I SECTION A-A 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL. 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 29, 51, 52, 53, 54, 55, OR 56. •• ••• • • • • • • • • • • • •• •• • ••• •• • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • EXTERIOR NOTE2 PRODUCT REMIND Atldld li 4.4 WONT Deo: 09/20/06 ova: 08/05/05 Rome Br F.K. Resd ey J.J. Ro,Sd Bi F.K. Dram By F.K. Revisions: F Reob(are: E Dae: 12/15/04 Dam: 12/15/04 ne&farts: D Charked By J.J. ADD ITEMS 55 AND 56 TO NOTE 2. REDRAWN AND REMOVED ALTERNATE EXTRUSIONS. REDRAWN AND ADDED ALTERNATE EXTRUSIONS. Deb: 5/26/06 ••• . 1070 TECHNOLOOYORIVEI NOKOMIS, FL 34:75 • P.O. OCX 1 • NOKOMIS, PL 7d • SECTIONS 4 SINGLE HUNG WINDOW, STD. MTG. RAIL scab Shot Drew6y No. Revs SH4000 1/2 4 m 7 2736 F R obert L. Clark, P.E. PE 639712 Structural ITEM DESCRIPTION 19 SILICON GLAZING SEALANT 1 FLANGED FRAME HEAD 2 FLANGED FRAME SILL 3 FLANGED FRAME JAMB 4 FIXED MEETING RAIL 5 #8x 1.000 QUAD PAN HEAD SMS 6 VENT TOP RAIL 7 VENT BOTTOM RAIL 8 VENT SIDE RAIL 68387 42800 6083 -T8 NYLON 6/8 2770 2748 9 VENT STOP 10 VENT CAM INSERT (L.H. & RH.) 11 #8 x .750 QUAD PAN HEAD SMS 12 WEATHERSTRIP, VINYL BULB W/LEAF 13 SWEEP LATCH 14 #8 x .625 PHIWPS FLAT HEAD SMS 15 BALANCE 16 WEATHERSTRIP, .187 x .270 FIN 17 WEATHERSTRIP, .187 x .200, FIN 18 BALANCE TAKE -OUT CLIP 21 0581/8° ANNEALED GLASS 22 1/8° GLAZING BEAD 23 3/16" ANNEALED GLASS 24 3/16" TEMPERED GLASS 25 3/16", 114" GLAZING BEAD 26 #8 x 1.000 QUAD PAN HEAD SMS 27 1" x 1 1/2" OPEN CELL FOAM PAD 28 SCREEN ASSEMBLY 29 1/2" I.G. GLASS (1/8°A, 1/4" AIR SPACE,1 /8 "A) 30 I.G. GLAZING BEAD 31 SWIGGLE 32 FLANGED FRAME SILL 41 VENT BOTTOM RAIL LOCK 42 VENT BOTTOM RAIL LOCK SPRING 43 1° x 2 x1/16° FOAM GASKET 51 1/8" TEMPERED GLASS 52 1/4° ANNEALED GLASS 53 114" TEMPERED GLASS Raved es F.K. Re°sJen J.J. Dam: 09/20/06 o•°: 08/05/05 RAIL, 6063 -T6 Aeuls!"ne: Rend By. Dam: Revisions F.K. 12/15/04 D arew'88. Dam: Cbe"keder Dale, F.K. 12 / 15/0 4 J.J. 5/26/06 PGT # VENDOR /MAT'L DWG.# 62899 DOW, GE OR = 62703 6063 -T6 2703 62704 6063-T6 2704 62705 6063 -T6 2705 8534521 8063 -T6 2708 7B1 PQ SPENCER OR = 6534522 6083 -T6 2707 6534523 6063 -T6 2708 6534524 6063 -T6 2709 7834PA SPENCER OR = 6TP249 TEAM PLASTICS OR = 71096 7858 NATIONWIDE OR = SPENCER OR = CALDWELL OR = 61062 TEAM PLASTICS OR = 67919 SCHLEGEL OR = 7121UM CALDWELL OR = 65200 FLORIDA SCREEN OR = 2718 65198 FLORIDA SCREEN OR = 2719 781PQ SPENCER OR = 1253 TEAM PLASTICS OR = 82751 6063 -T6 2751 62740 6063•T6 2740 7SPRNG 54 1/2" I.G. GLASS (3/16 "A, 3/18" AIR SPACE,1 /8°A) 55 1/2" I.G. GLASS (1/8°T, 1/4° AIR SPACE,1/87) 56 1/2" I.G. GLASS (3/16"T, 3/16' AIR SPACE,1 /8°T) -�- 1.852 .062 1.817 .926 0 #2707, VENT TOP a #2708, VENT BOTTOM RAIL, 6063 -T6 ADD AIR SPACE DIM. TO I.G. GLASS RECIPES, ITEMS 29,54,55 & 58. PARTS LIST AND EXTRUSION CONSOLIDATION. ADD ITEMS 53 & 54 (TEMPER I.G. GLASS OPTIONS) DELETED SSB, ADDED ITEM 9, DWG. NOS. & ALLOY UPDATED PARTS LIST W/ DWG NOS. & = VENDORS. 1.160 1.609 1 +- 2.000 + .062 .063 --NH 2.129 #2703, HEAD 6063 -T6 #2751, ALT. SILL 6063 -T6 (ALTERNATE EXTRUSION) .926 ••• • • •• • • • • • • • • • • • ••• •• • • • •1EV • • •8 • • • • ••• •• ••• #170�� VENT SIDa • • • • R� UL, 6163 -T6• • • • .500 1.369 Tj ▪ :470, VENT • S:fdP, 6063 -T6 • .062 1.010 . 750 i #2704, SILL 6063 -T6 i_______ 1.582 1.023 0 #2706, MEETING RAIL, 6063 -T6 8 F_± Half 5 a 7 2736 .854 41 #2740, BOTTOM LOCK, 6063 -T6 Oteseptar • PARTS LIST AND EXTRUSIONS :Ilk, SINGLE HUNG WINDOW, STD. MTG. RAIL SH4000 062 + -1.462 T -- 1.963 —IN- #2705, JAMB 6063 -T6 1.139 • 2.000 mono. 'RENEW. z a G,1a./ • of .i171 71 bed L. Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY *RIVE � • • NOKOMIS, FL 34'5 P.O. BOX 150 NOKOMIS. FL 3dPe T Vim?* /3lirrer 1/4° MAX. SHI MI CONCRETE ANCHOR 6 CONCRETE 1 318° MIN. CMU 1 1/4° MIN. I't Vf!N, h14f1 41414d' .1 SEE NOTE 1 0 MIN. 3ksICONCRETE OR MIN. 1.5ksI CMU (EXTERIOR) DETAIL 1 M N. voStii 1/4° MAX. SHIM CONCRETE ANCHOR SEE NOTE 1 •, 1.750° T . O • + I CONCRETE 1 3 /8° MIN CMU 1 1/4° MIN. 1.750° MIN. TYPICAL JAMB ANCHORAGE WOOD ANCHOR ® SEE NOTE 1 1X WOOD BOCK (SEE NOTE 2) MIN. 3ksi CONCRETE ® 2X WOOD BUCK (SEE NOTE 2) OR MIN. 1.5kei CMU (EXTERIOR) DETAIL 2 NOTES: 1. MIAMI -DARE COUNTY APPROVED ANCHOR TYPES: 1. ELCO 1/4" TAPCON 2. ELCO 1/4" SS4 CRETE -FLEX MASONRY SCREWS 3. #12 SCREW ® FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY ABOVE APPROVED 114° TAPCONS OR SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1.750 ". FOR WOOD APPLICATIONS USE #12 STEEL, G5 SCREWS OR 114" ELCO SS4 CRETE -FLEX ANCHORS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 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. 3. WOOD BUCKS LESS THAN 1 l/2° THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRE;TLY TO CONCRETE). 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1 /18" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE 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 PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED. 7• ••• • • • • • •• 5. ANCHORS ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTL -4253 AND FTL -437. • • • • 6.531/8° WIDE x 78° HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING:• • • • • i • • • • • • • • ®JAMBS: 9" MAX. FROM CORNERS, 8 1/2° BELOW MEETING RAIL AND 17" ABOVE THE LOWER MEETING RAIL ANCHOR. Mtl. AItCHbRSPACING. Reveler We: Re t F.K. 0920108 F Revel BY: — Dam: ReNsIrms* J.J. 08/05/05 E Rend By F.K. Warm F.K. er Dam: 12/15/04 Revmbna D Checked Rr J.J. REVISE NOTES 1 & 6. REMOVE NOTE 8 RE OUTSIDE Mt4M1 -DAOE SPECIFY CONCRETE, CMU, EDGE DISTANCE & CHG. EMBED. IN DETAILS ••• t 1070 TECHNOLOGYORIVEt NOKOMIS, FL 34P75 • • • P.G. BOX 15 • • NOKOMIS. FL • REVERSE ANCHOR SHTS. & REVISE ANCHORAGE NOTES REDRAWN. UDATED NOTES & REMOVED HEAD & SILL SECTIONS Date: 5/26/06 Vis %%ly /letter• Deswipdo°: DreWnp No. (EXTERIOR) DETAIL 3 7. FOR INSTALLATION IN MIAMI -DADE COUNTY REFER TO DIMENSIONS OF NOTE 6 AND ANCHOR QUANTIES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND MEETI11I60AIt IRCHOR,p, • • • • • • • • • • • • • • • •• • 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WIti CSTHEQ pISSIMP: MAEtIAtS !HALL MEAT THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). • • • • • • •. . ANGHORAGE DETAILS noa • L ! ALLO{A. SINGLE HUNG WINDOW, STD. MTG. RAIL i°. .�• (1 • • • N TS 6 7 2736 F ! % NEWE6 irmpiAtMIMNlolib l ° • obert L. Clark, P.E. PE 439712 Structural 40" B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A 3/W 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 21W 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1,2/C 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3/W 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 4 6 6 4 2/W 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 4 1,2/C 4 4 4 4 4 4 4 4 4 6 6 6 4 6 6 4 6 6 4 1,21C 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 3/W 4 6 6 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 21W 4 6 6 4 6 6 4 6 6 6 6 6 6 6 6 6 6 6 6 1,2/C 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 6 6 10 8 .6 • 3/W 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 6 2/W 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 1,2/C 4 6 6 4 6 6 4 6 6 4 6 6 6 6 6 6 6 6 6 QUANTITY OF ANCHORS REQUIRED EACH JAMB ANCHOR/SUBSTRATE WINDOW HEIGHT WINDOW GLASS WIDTH TYPE 191/8" B,E,F 26 1/2" 32" 37" A C,D,G,H,I,J A 24" B,E,F C,D,G,H,I,J A 44- B,E,F C,D,G,H,I,J Revyd By. Deie. ReNelone: F.K. 09/20/06 F ReveaRy: pale' Revlebm• F.K. 05/25/06 E Raved By. Dale: Revisions: F.K. 12/15/04 D Drown By Date: Checked By Dete: F.K. 12 / 15/0 4 J.J. 5/2 6 /0 6 26" 38 3/8" 50 6 /8" ADD AIR SPACE DIM. TO 1.G. GLASS RECIPE. REVISE TABLE ANCHOR QUANTI77E PER NEW ANCHOR CALCS. REVISE AND UPDATE ANCHORAGE FORMAT NEW SHEET FOR ANCHOR SPACING. 31W 2/W 4 4 4 4 4 4 6 4 6 4 6 4 6 6 6 6 6 6 6 6 4 6 6 6 6 C,D,G,H,I,J 4 4 4 6 6 6 6 6 6 6 6 A 4 4 4 4 4 4 4 4 • ••• • 1070 TECHNOLO04 NOKOMIS, FL 34.76 • P.O BOX 1 • NOKOMIS, FL 74 • • r • • • • 6 t, 78" 6 6 6 6 6 6 48" B,E,F 4 4 4 6 6 6 6 6 8• •S • 6•� 16 6 6 8 • • • • C,D,G,H,I,J 4 4 4 6 6 6 6 6 G 8• • 6• • 66• 6 6 6 A 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 • ••+ w •„, • 53 1/8" B,E,F 4 4 4 6 6 6 6 : :8 : ¥• = 6 8 • •6 6 10 •�• • • • • 6 Brele: NTS TABLE 2. 8 ghost 7 of 7 ANCHOR TYPE/SUBSTRATE KEY 3/W = #12 SCREW IN WOOD 2/W =1/4" SS4 CRETE -FLEX IN WOOD A 1,21C = 1/4° TAPCON OR 1/4" SS4 CRETE -FLEX IN CONCRETE (SEE APPLICATION NOTES AND DETAILS ON SHEET 6) NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL GLASS TYPE KEY A. 1/8° ANNEALED B. 1/8" TEMPERED C. 3/16° ANNEALED D. 1/4' ANNEALED E. 3 /16" TEMPERED F. 1/4" TEMPERED G. 1/2° I.G. (1 /8 "A, 1/4" AIR SPACE, 1 /8 °A) H. 1/2" I.G. (3 /16 "A, 3/16° AIR SPACE, 1/8 "A) I. 1/2" I.G. (1 /8"T, 1/4" AIR SPACE, 1/8°T) J. 1/2' I.G. (3/16"T, 3/16° AIR SPACE, 1 /8"T) • • AN HORAGE SPACING, 1/1 WINDOWS SINGLE HUNG WINDOW, STD. MTG. RAIL DA°+vg 2736 Rev. beet L. Clark, P.E. PE #39712 Structural • MIAMh COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 inItttedittely revoke, modify, or suspend the use of such product or material within their jurisdiction. BbRA'reserves"th6Yight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this podia or material fails to meet the requirements of the applicable building code. and expiration date by the Miami -Dade County Product Control Division. •••• MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 05- 0104.05 and, consists of this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. This product is approved as described herein, and has been designed to comply with the Flo including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH- 4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Hung Window W/ VTD.1!ITG. Rai1 sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clark, P.E., dated 12/15 /04 with reviskVf 'F"; on 09/20/06, bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptancgagnber • • • . • • • • • •• •• •. • • NOA No 06- 0706.04 Expiration Date: September 30, 2011 Approval Date: October 19, 2006 Page 1 • • • • • • • 0 • • ' • • • • • GENERAL NOTES: NON - IMPACT WINDOW 1. GLAZING OPTIONS: A 1/8" ANNEALED GLASS B. 1/8" TEMPERED GLASS C. 3/16" ANNEALED GLASS D. 1/4" ANNEALED GLASS E. 3/16° TEMPERED GLASS F. 1/4" TEMPERED GLASS G. 1/2" I.G. GLASS CONSISTING OF (2) LITES OF 1 /8° ANNEALED GLASS WITH A 1/4" AIR SPACE BETWEEN. H. 1/2° I.G. GLASS CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS AND (1) LITE OF 1/8" ANNEALED GLASS WITH A 3/16" AIR SPACE BETWEEN. © I. 1/2° I.G. GLASS CONSISTING OF (2) LITES OF 1/8" TEMPERED GLASS WITH A 1/4" AIR SPACE BETWEEN. J. 1/2" I.G. GLASS CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS AND (1) LITE OF 1(8° TEMPERED GLASS WITH A 3/16° AIR SPACE BETWEEN. 2. CONFIGURATION: 1/1 OX 3. DESIGN PRESSURES: (SEE TABLE 1, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS 0 TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 6 AND 7. THE 33113 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. SHUTTERS MUST BE MIAMI -DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI -DADE COUNTY. 6. SEALANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL -2959, FTL -2980, FTL -2961, FTL -2963, FTL -3654, FTL -4179, AND FTL -4379. ELCO TEXTRON NOA: 04- 0721.01, 03 -0225.05 ANSUAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Ra to Br Date: Revak., CHANGE NOTE 3 TO ASTM E 1300 -02 AND F.K 0920/06 F ADD AIR SPACE DIM. TO 1.0. GLASS RECIPES. ADD UPGRADE GLASS TYPES 1 AND J. (TEMPERED I.G. OPTIONS) CHANGED NOTES 3, 4, 7 & MAP PAGES. ADD NOTE 8. Raced dr J.J. Fiend dr. F.K Redeem: E Reviews', D D,aw„ dr: F.K. Ds*: 08/05/05 Dale: 12/15104 Dare: 12/15/04 Checked dy. J.J. REDRAWN & ADDED ALT. EXTR., ADD?. GLASS TYPES & MAP. 5/26/06 7 8° MAX. HEIGHT 1070 TECHNOLOGYt NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 344741 • •• P • isr • • if •• 31/8° MAX. WIDT 49 1/8" MAX. FIXED o / n LITE DAYLIGHT OPENING X � Q 1 • ••• • • • • • j 81i8 ?AA)C. VENT • • •4YL! GHT OPENING • • • • • • •• OUTSIDE ELEVATION • • •• ••. • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • GENERAL NOTES AND ELEVATION 21L SINGLE HUNG WINDOW, STD. MTG. RAIL ie1W••494i • 911400, NTS Sheet 1 w 7 343/8° MAX. FIXED LITE DAYLIGHT OPENING 34 3/8" MAX. V ENT DAYLIGHT OPENING &m ew Na. 2736 NOA DRAWING MAP SHEET GENERAL NOTES 1 ELEVATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 VERT. SECTIONS 4 HORIZ. SECTIONS 4 PARTS LIST 5 EXTRUSIONS 5 ANCHORAGE 6-7 PUODUCI RENEW= ziodinim Cain Phok ll *iii, • , - • • ' �.:• :411:011 bert L. Clark, P.E. PE #39712 Structural 1/8" ANNEALED OR TEMPERED GLASS 1/8" GLAZING DETAIL (ORIGINAL DESIGN) 318" MIN. BITE 112" NOM. 3f8" MIN. BI 1/2" I.G. GLAZING DETAIL (ORIGINAL DESIGN) 23 OR 1/8° ANNEALED OR TEMPERED GLASS 1/4" AIR SPACE -- 1/8" ANNEALED OR TEMPERED GLASS 3/16" ANNEALED OR TEMPERED GLASS S dJ - 3/16" GLAZING DETAIL (ORIGINAL DESIGN) • •• ••• • • • • • • • • • • • •• ••• •• 1/2" NOM. • • ••• • • •• •• • • .G; GI.AZI'Nt3 DETAIL • • . • • • • • • • • • • • • CORnINAL• DE4IGN) 52 OR 5 \ 5 - 1/4" GLAZING DETAIL (ORIGINAL DESIGN) 3/16" ANNEALED OR TEMPERED GLASS 3/16" AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 3/8" IN. BITE 1/4' ANNEALED OR TEMPERED GLASS PRODUCT RENEWED as e the Theft Ateeptimce Is Resd By: F.K. Ravad By J.J. Revad By F.K. Date: 0920/06 Revisions: F 08 /05/05 Deb. 12/15/04 Dom.„ F.K. Deb: 12/15/04 RevIstmre: E Revisions: D Checked 8y J.J. ADD AIR SPACE DIM. TO LG. GLASS DETAILS & ITEMS 55 & 58. ADD TEMPERED OPTION TO LG. GLAZING DETAILS. ADDED IG GLAZING DETAILS & REMOVED ALT. ONES. REDRAWN ORIG. AND ADDED ALT. GLAZING DETAILS. 5/26/06 1070 TECHNOLOGYb�I�E NOKOMIS, FL 3427 • P.O. BOX 1529 • NOKOMIS, FL 34074 • • •_ • vr77Z itjrer • : • pLAZING DETAILS pLUF . SINGLE HUNG WINDOW, STD. MTG. RAIL : s �' SH40Ge Full 3IUaC 2 at 7 r avag No 2736 f l L. Clark, P.E. PE #39712 Structural COMPARATIVE ANALYSIS: TABLE WINDOW WIDTH 19 118" 24" 26 1/2" 32" 37" 40" 44 " 53 118" Rend ay F.K Rand Br F.K. brawn By: F.K. oat: 12/15/04 12/15/04 GLASS TYPE A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J A B,E,F C,D,G,H,I,J Revaronc E 05/25/08 WINDOW HEIGHT 26" +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56,7 +56.7 +56.7 +56.7 +56.7 +56.7 ReVsbro: D Checked Or J.J. -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.8 -90.0 -90.0 -79.3 -90.0 -90.0 -70.6 -87.0 -87.0 38 3/8" +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +51.2 +56.7 +56.7 Rewid ay: bald: R,Wa(arw: ADD AIR SPACE DIM. TO I.G. GLASS RECIPES. F.K 09120/06 F UPGRADE TABLE DESIGN PRESSURES PER ASTM E 1300 -02. -90.0 -90.0 - 90.0 - 90.0 -90.0 -90.0 - 90.0 -90.0 -90.0 -85.5 -90.0 -90.0 -73.5 -90.0 -90.0 -66.5 -60.3 -90.0 -90.0 -56.7 -90.0 -80.0 -77.6 ADD GLASS TYPES L & J. (TEMPEREDL.G. OPTIONS) REDUCE MAX. NEGATIVE DP FROM -110 TO -90 PSF REDRAWN AND COMBINED DP TABLES. ADDED GLASS TYPES B. D, F & H UPGRADES Oat. 5/26106 50 5/8" +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 -90.0 -90.0 +56.7 +56,7 +56.7 -90.0 -90.0 +56.7 +56.7 +56.7 +56.7 +56.7 -90.0 -90.0 +56.7 +56.7 +51.7 +56.7 +56.7 +46.3 +56.7 +56.7 +39.9 +56.7 +56.7 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.8 -74.6 -60.0 -90.0 -90.0 -65.9 -90.0 -90.0 -59.3 -51.7 -89.9 -81.7 -46.3 •• 7 • -7$.5 -39.9 •-9.o. • • • • 1070 TECHNOLOGY NOKOMIS, FL 342746 • P.O. BOX 1529 • NOKOMIS, FL 3421•• 63" +56.7 +56.7 +56,7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 +56.7 -72.8 -58.2 +56.7 +56.7 +56.7 +56.7 +48.0 +56.7 +56.7 -90.0 -90.0 +48.0 +56.7 +56.7 +42.1 ._. • • • .. •• . • +36.3 - • -71.0 -90.0 -86.0 -63.6 -84.9 -77.1 -61.6 -82.1 -80.0 -80.0 -72.8 -48.0 -80.0 -72.8 -48.0 -80.0 -72.8 -42.1 • • • • • • 4 . • • • -36.3 •- 60.6•• : 59.1 : ear: • Vis ibi y t7 ter • • • 76" +43.8 -43.8 +56.7 -73.0 +56.7 -66.4 +38.2 -38.2 +56.7 -63.6 +56.7 -57.9 +36.3 -36.3 +56.7 -60.5 +55.0 -55.0 +33.8 -33.8 +56.4 -56.4 +51.3 -51.3 +33.0 -33.0 +55.0 -55.0 +50.0 -50.0 +33.0 -33.0 +55.0 -55.0 +50.0 -50.0 +33.0 -33.0 +55.0 -55.0 +50.0 -50.0 +33.0 -33.0 • 6 +55.0 -55.0 . 1050.0 -50.0 •' +33.0 -33.0 -88.0 -51.2 • +$5.0 -55.0 • • • 5d.0 -50.0 • • SH40di NTS Sheer 3 of 7 GLASS TYPES: A. * B. C. * D. E. * F. G. * H. * 1. * J. 1/8" ANNEALED FTL -2961, 2963 1/8" TEMPERED FTL -2961, 2963 3/16" ANNEALED FTL -2960 1/4" ANNEALED FTL -2960 3/16" TEMPERED FTL -2959, 4179, 4379 1/4" TEMPERED FTL -2959, 4179, 4379 1/2" I.G. (118 "A, 1/4" AIR SPACE, 1/8 "A) FTL -3654 1/2" I.G. (3/16"A, 3/16" AIR SPACE, 1 /8 "A) FTL -3654 1/2" I.G. (1 /8'T, 1/4" AIR SPACE, 1/8 "T) FTL -3654 1/2" I.G. (3 /16'T, 3/16" AIR SPACE, 1/8'T) FTL -3654 * UPGRADE FROM GLASS TYPE TESTED pESI,GN PRESSURES :4I,14. SINGLE HUNG WINDOW, STD. MTG. RAIL kow4g Na. 2736 F PRODUCF REN6Vdww . idebAe Acappmo• %6G abaft L. Clark, P.E. PE #39712 Structural Rend By: F.K. Revad ey J.J. Revsd 8y: F.K. Drain By F.K. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OP ING Dab: 0920/x6 Deb: - 08/05/05 Dole: 12/15/04 Dab: 12/15104 Rerfmons: F Revbam: E Revisions D Chocked Bp. J.J. SECTION B-B ADD ITEMS 55 AND 56 TO NOTE 2. REDRAWN AND REMOVED ALTERNATE EXTRUSIONS. REDRAWN AND ADDED ALTERNATE EXTRUSIONS. oakr. 5/26/06 INTERIOR NOTES: ••• •••• • • • • • • • •• • • • • • • •• ••• •• 1070 TECHNOLOGY alitrE NOKOMIS, FL 34275 • P.O. BOX 1529• NOKOMIS, FL 31394 T VIsidY13etter • • • • • •• • ••• •• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • i • • • • •• • •• • • • • • • • SH40Do AX VENT DAYLIGHT OPENIN NOTE 1 . FIXED LITE DAYLIGHT OPENIN MAX. WIDTH SECTION A -A 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL. 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 29, 51, 52, 53, 54, 55, OR 56. ztA SECTIONS :441. SINGLE HUNG WINDOW, STD. MTG. RAIL F saara• semc 1/2 4 a 7 manna Pia 2736 EXTERIOR NOTE2 r car= L,• • RobertL. Clark, P.E. PE #39712 Structural ITEM 2 3 4 5 6 7 8 9 FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL #8 x 1.000 QUAD PAN HEAD SMS VENT TOP RAIL VENT BOTTOM RAIL VENT SIDE RAIL VENT STOP 10 VENT CAM INSERT (LH. & R.H.) 11 #8 x .750 QUAD PAN HEAD SMS 12 WEATHERSTRIP, VINYL BULB W/LEAF 13 SWEEP LATCH 14 #8 x .625 PHILLIPS FLAT HEAD SMS 15 BALANCE 16 WEATHERSTRIP, .187 x.270 FIN 17 WEATHERSTRIP, .187 x.200, FIN 18 BALANCE TAKE -OUT CLIP 19 SILICON GLAZING SEALANT 21 DSB 1(8° ANNEALED GLASS 22 1/8° GLAZING BEAD 23 3/16° ANNEALED GLASS 24 3/16° TEMPERED GLASS 25 3/16 °,1 /4° GLAZING BEAD 26 #8 x1.000 QUAD PAN HEAD SMS 27 1° x 1 1/2° OPEN CELL FOAM PAD Reeaday. Date: F.K. 09/20/06 Revd ay. ' Dele: J.J. 08/05/05 Read 9y. Dale: F.K. 12/15/04 Drawn Sy. Oats: F.K. 12/15/04 DESCRIPTION RAIL, 6063 -T6 Revisions: D Jf a, 1 .976 1.898 Date: 5/2 PGT # 62703 62704 62705 6534521 781 PQ 6534522 6534523 6534524 66387 42800 7834PA 6TP249 71096 7858 61062 67919 7121 UM 62899 65200 65196 781P0 28 SCREEN ASSEMBLY 29 1/2' I.G. GLASS (17 /4' AIR SPACE,1 /8 "A) 30 I.G. GLAZING BEAD 1253 31 SWIGGLE 32 FLANGED FRAME SILL 62751 41 VENT BOTTOM RAIL LOCK 62740 42 VENT BOTTOM RAIL LOCK SPRING 7SPRNG 43 1° x 2° x 1/16" FOAM GASKET 51 1/8' TEMPERED GLASS 52 1/4° ANNEALED GLASS 53 1/4° TEMPERED GLASS 54 1/2° I.G. GLASS (3/16 °A, 3/16"AIR SPACE,1 /8 "A) 55 1/2° I.G. GLASS (118°T, 1/4° AIR SPACE,1/8 "T) 58 1/2" I.G. GLASS (3/16'T, 3/16' AIR SPACE,1 /87) VENDOR /MAT'L 6063 -T6 6063 -T6 6063 -T6 6063 -T6 SPENCER OR = 6063 -T6 6063 -T6 6063 -T6 6083 -T6 NYLON 6/6 SPENCER OR = TEAM PLASTICS OR = NATIONWIDE OR = SPENCER OR = CALDWELL OR = TEAM PLASTICS OR = SCHLEGEL OR = CALDWELL OR = DOW. GE OR = FLORIDA SCREEN OR FLORIDA SCREEN OR = SPENCER OR TEAM PLASTICS OR 6063 -T6 6063.76 -.r- -- 1.852 —' 062 1.817 .926 O #2707, VENT TOP 07 #2708, VENT BOTTOM RAIL, 6063 -T6 ADD AIR SPACE DIM. TO I.G. GLASS RECIPES, ITEMS 29,54,55 & 56. Ra«ewna: PARTS LIST AND EXTRUSION CONSOLIDATION. E ADD ITEMS 53 & 54 (TEMPER LG. GLASS OPTIONS) DELETED SS8, ADDED ITEM 9, DWG. NOS. & ALLOY. UPDATED PARTS LIST W/ DWG NOS. & = VENDORS. DWG.# 2703 2704 2705 2706 2707 2708 2709 2770 2748 2718 2719 2751 2740 .562 • 1070 TECHNOLOGY Q NOKOMIS, FL 342•5 • P.O. BOX 1529 NOKOMIS, FL 3124'P 32 #2751, ALT. SILL 6063 -T6 (ALTERNATE EXTRUSION) ••• • ••• •• ••• #1:70S VEQIT SIDE:, RA Il, 61163 -t6: • ;. • • #2703, HEAD 6063 -T6 • •• • • • .I.•1.174—.--I 0 04 -' • • #770, VENT • `" . SFr, 6063 -T6 Visibly Better • • • •• • . De°otu4°n 1.010 #2704, SILL 6063 -T6 .750 O #2706, MEETING RAIL, 6063 -T6 • PARTS LIST AND EXTRUSIONS aama: • AVUJf(. SINGLE HUNG WINDOW, STD. MTG. RAIL b•ra,+a•m• srear swi4olo 5 , 7 Half 2736 1.582 .854 41 #2740, BOTTOM LOCK, 6063 -T6 RE F rr 1.482 -1 +�- 1.963 #2705, JAMB 6063 -T6 mower REMIND i e IS�idiNMIlI ��iiee I 2.000 1 bert L. C lark, P.E. PE 939712 Structural 1.139 1/4" MAX SHI CONCRETE ANCHOR SEE NOTE 1 1.750" M N. • .' 1.750° M N A, MIN. 3ksI CONCRETE OR MIN. 1.5ksi CMU CONCRETE 1 3/8" MIN. CMU 1 1/4° MIN. (EXTERIOR) DETAIL 1 CONCRETE ANCHOR SEE NOTE 1 TYPICAL JAMB ANCHORAGE 3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRE::TLY TO CONCRETE). CONCRETE 1 3/8° MIN. CMU 1 1/4" MIN. WOOD ANCHOR A SEE NOTE 1 1X WOOD BUCK (SEE NOTE 2) MIN. 3ksI CONCRETE ® 2X WOOD BUCK (SEE NOTE 2) OR MIN. 1.5ksi CMU (EXTERIOR) DETAIL 2 NOTES: 1. MIAMI -DADE COUNTY APPROVED ANCHOR TYPES: 1. ELCO 1/4" TAPCON 2. ELCO 1/4" SS4 CRETE -FLEX MASONRY SCREWS 3. #12 SCREW ® FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY ABOVE APPROVED 1/4" TAPCONS OR SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1.750 ". FOR WOOD APPLICATIONS USE #12 STEEL, G5 SCREWS OR 1 /4" ELCO SS4 CRETE -FLEX ANCHORS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 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 /16" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE 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 PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED. •• ••• • • • • 5. ANCHORS ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTL -4253 AND FTL -4378 • • i • • • • • •• •• • ••• 8.53 1/8" WIDE x 78" HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING: • • • • • • • • • • • • • . 9° MAX FROM CORNERS, 8 1 /2" BELOW MEETING RAIL AND 17" ABOVE THE LOWER MEETING RAIL A HOFt 6 3" MIN. ANCHOR GRACING. (EXTERIOR) DETAIL 3 7. FOR INSTALLATION IN MIAMI -DADE COUNTY REFER TO DIMENSIONS OF NOTE 6 AND ANCHOR QUANTIES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND MEETI4Ia S AIL' • 1UQCHOR� s • • • • • • • • • • • • • • • • 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT 4THE:RISSIM! MA'I §ITALL 4ECT THE REQUIREMENTS OF FBC 2004. SECTION 2003.8.4 (SUPPLEMENT 2005). • • •• • • • • • • • • • ,MODUCC 86NEWW a idtkeste li• �7 O 1,,9 •'TG117 Render Data F.K. 09/20/06 Rend ey: Data J.J. 08/05/05 Render Data• F.K. 12/15104 REVISE NOTES 1 & 6. REMOVE NOTE 8 RE OUTSIDE &54M1 -DADS, SPECIFY CONCRETE, CMU, EDGE DISTANCE& CHG. EMBED. IN DETAILS REVERSE ANCHOR SHTS. & REVISE ANCHORAGE NOTES aa•a 6y F.K. REDRAWN. UDATED NOTES & REMOVED HEAD & SILL SECTIONS Che.kedRr O. J.J. 5/26/06 • 1070 TECHNOLOO NOKOMIS, FL 34075 • P.C. BOX 152 • NOKOMIS. FL • • __ Vilibly 1?ette>. i • • sHasoa ANCHORAGE DETAILS 4LL ' t4. SINGLE HUNG WINDOW, STD. MTG. RAIL save: sneer. Orueinc R". NTS 6 , st 7 2736 i obert L. Clark, P.E PE #39712 Structural 12/15/04 QUANTITY OF ANCHORS REQUIRED EACH JAMB ANCHOR/SUBSTRATE WINDOW HEIGHT TABLE 2. WINDOW WIDTH 19 1/8" 24" 26 112" 32" 37" 40" • 44 48" 53 1/8" Revsd By. F.K. Floral Ry F.K. Rersd F.K. Dawn By F.IC Data: 09/20/06 Data- 05/25/06 12/15/04 Date: 12/15/04 C,D,G,H,I,J 4 GLASS TYPE 3M A 1 4 B,E,F I 4 C,D,G,H,I,J I 4 A 1 4 B,E,F I 4 C,D,G,H,I,JI 4 A 1 4 B,E,F I 4 C,D,G,H,I,J I 4 A 1 4 B,E,F I 4 A 1 4 B,E,F I 4 C,D,G,H,I,JI 4 A 1 4 B,E,F I 4 C,D,G,H,I,J I 4 A 1 4 B,E,F I 4 C,D,G,H,I,J I 4 A 4 B,E,F 4 C,D,G,H,I,J I 4 A 1 4 B,E,F I 4 C,D,G,H,I,J I 4 Revhhns: F Revtstarax E Revbiam: D Checked By. J.J. 26" 21W 1,21C 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 38 3/8" 3/W 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 2/W 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 4 6 6 4 6 6 4 6 6 1,21C 4 4 4 4 4 4 4 4 4 6 6 6 4 6 6 4 6 6 4 6 6 4 4 4 4 6 6 4 6 6 ADD AIR SPACE DIM. TO I.G. GLASS RECIPE. REVISE TABLE ANCHOR QUANTI7IE PER NEW ANCHOR CALLS REVISE AND UPDATE ANCHORAGE FORMAT NEW SHEET FOR ANCHOR SPACING. Date 5/26/06 50 5/8" 6 4 6 6 6 6 3/W 2/W 1,2/C 3M 2/W 1,2/C 4 4 6 4 4 6 4 4 6 6 6 6 4 6 4 4 6 4 4 6 6 6 6 6 4 6 6 6 6 6 4 6 6 6 6 6 6 6 6 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 6 6 6 6 6 6 6 6 6 8 6 6 6 6 4 4 6 6 6 6 6 6 8 6 6 10 6 6 6 6 6 8 6 4 4 6 4 4 4 6 • �•o • • 1 6 t. • ;6• •6; :B • • • • ••• ,a 1070 TECHNOLOGYURNE• NOKOMIS, FL 34:78 • • P.O BOX 1 • NOKOMIS, FL 34271 • Vi3!hly /fetter* • • 9M,osso•a SH4&10 76" 3M 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 6 6 6 6 • 6 • 6 6 • •6 2M/ 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 6 6 4 4 ••6••• ; • 6 • 6 6 6 4 % 8 •• 6•• i 6i : • 6 ••6••i 6 • • 6 • .6•• 6 6 6 6 6 6 Deamlpean• AN(„ HORAGE SPACING, 1/1 WINDOWS 6 now • ALMA Y1. SINGLE HUNG WINDOW, STD. MTG. RAIL Scab: NTS 1,2/C 4 6 6 4 6 6 4 6 6 4 6 6 6 6 6 6 6 6 6 6 6 6 8 6 6 10 8 Mae 7 a 7 ANCHOR TYPE/SUBSTRATE KEY 3/W = #12 SCREW IN WOOD 2/W = 114" SS4 CRETE -FLEX IN WOOD 0 1,2/C = 1/4" TAPCON OR 1/4" SS4 CRETE -FLEX IN CONCRETE (SEE APPLICATION NOTES AND DETAILS ON SHEET 6) NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL GLASS TYPE KEY A.1/8" ANNEALED B. 1/8" TEMPERED C. 3/16" ANNEALED D. 1/4° ANNEALED E. 3/16" TEMPERED F. 1/4" TEMPERED G. 1/2" I.G. (1 /8 °A, 1/4° AIR SPACE, 1 /8 "A) H. 112" I.G. (3/16 "A, 3/16° AIR SPACE, 1!8 "A) I. 1/2" I.G. (1/8"T, 1/4° AIR SPACE, 118'T) J. 1/2" I.G. (3/16'T, 3/16° AIR SPACE, 1/87) DIT114/.2 Nn 2736 Ray. F raODUCF RENEWED Aspiptmt P.bet L. Clark, R.E. PE #39712 Structural MIAMI•QADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: DESCRIPTION: Series SA-600 Aluminum Single Hung Window — N.I. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BIITLDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www. buldinEcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitjed has been reviewed by Miami -Dade County Product.Controlfivision and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 Ala .rnay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RAVRA reserves the right to revoke this acceptance, if it is determined by Miami -Dade CotdIty Produot•Control Division that this product or material fails to meet the requirements of the applicable breltlUg'code. • • • This product is approved as described herein, and has been designed to comply with theTrat1a. Building Code, including the High Velocity Hurricane Zone. • •••• • • • e••• • APPROVAL DOCUMENT: Drawing No. 4032 -20, titled "Alum. Single Hung Window' Non- Impaetei • dated 09121/05 with revision C dated 02/16/07 sheets 1 through 14 of 14, prepared by inasiucturer, sighed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control:Revision stadioaftla the Notice of Acceptance number and expiration date by the Miami -Dade County Prodvits6entrol tiivision MISSILE IMPACT RATING: None •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 05 0928.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • NOA No. 06- 1211.07 Expiration Date: January 26, 2011 Approval Date: March 23, 2007 Page 1 • • • • • • • • • • • • • • GENERAL NOTES: NON- IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 3/16° ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/4° ANNEALED GLASS D. 1/4° TEMPERED GLASS E. 13/16" I.G., 1/8" ANNEALED OUTBOARD, AIR SPACE. 1/8" ANNEALED INBOARD F. 13/16" I.G., 1/8" TEMPERED OUTBOARD, AIR SPACE, 118" TEMPERED INBOARD G.13/16" I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 3/16" ANNEALED INBOARD H. 13/16" 1.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 3/16" TEMPERED INBOARD I.13/16" I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 1/8" ANNEALED INBOARD J. 13116" I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 118° TEMPERED INBOARD 2. CONFIGURATIONS: "OX° (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3 THROUGH 5. 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. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4853, FTL -4654, FTL- 4655, FTL- 4656, FTL -4657, FTL -4658, FTL -4886 AND FTL -4959. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES /MODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • •• ••• ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • Rosa Bs. F.K. RmdEy: F.K Readily F.K am: 2116107 Rearlarac B Ratak= A came): F.K Dar 2/8/07 Ws: 11/27/08 Dale 7/4/05 C awaked ex J.J. NO CHANGE THIS SHEET REPLACE 2004107H CURRENTAODITIOM NOTE 9 CHANGE NOTES 3, 4 AND 7. ADD NOTE 9. *21/75 1070 TECHNOLOGY NOKOMIS, FL 3427 P.O. BOX 1578 • NOKOMIS. FL 3411• • • • • t ••• QENF,RAL NOTES ;LA. SINGLE HUNG WINDOW, NON-IMPACT • NTS Musk 7 d 14 t& 4032 -20 Rn C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3-5 ELEVATIONS 6 VERT. SECTIONS 7 HORIZ. SECTIONS 7 PARTS LIST 8 CORNER DETAIL 9 EXTRUSIONS 8, 9 ANCHORAGE 10 -14 PRODUCT EEVISZD as wmpgtne wGta Or Midi Wang Code Accepts rio 06 -121 .0 �r yI 1 o7 rt L.ttadr, P.E. PE 539712 Structural (1 OR 47) C39OR40) 1 1/2" NOM. GLASS BITE •- 3/16" ANNEALED OR TEMPERED GLASS 3/16" MONOLITHIC GLASS (1 OR 47) (39 OR 4 (82 OR 8) J 1 f 13/16" I 1 .JLATED Gt4Set . . 1/4" MONOLITHIC GLASS 1/2" NOM. GLASS BITE • •• • • • • • • • 1 /§,c R hfr, ARIA EAL €DO . TEMPERED GLASS AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS _,13/16; ••• •�• ••• • • • • •• • • .. • • • • 1/2" NOM. GLASS BITE 1—.--1/4" ANNEALED OR TEMPERED GLASS a EXTERIOR INTERIOR (ALL SECTIONS) PROIRJCI ILEVINED ee emptying with the Nod& Balding Cods Arceptanet . : - r2u.07 Anwar F.K. F.K • er F.K NO CHANGE THIS SHEET ADD LF. OPTION ITEM NO. Da mar F.K Den 2/18/07 een 2/8!07 11/27/06 Dabs 7/4105 ROVIlkf C Reetekeir 13 irseekor A Chinked OR J.J. NO CHANGE THUS SHEET Den 8/21X15 1070 TECHNOI.OGVe* NOKOMIS, FL 3427 P.O. BOX 1t29 • NOKOMIS. FL 344 • LAZING DETAILS 61LJ4 SINGLE HUNG WINDOW, NON - IMPACT thniedsii • •• mow mut FUR ' 2 a 14 4032-20 Res C Ro rt L. Clerk, P.E. PE #39712 Strudurat DESIGN 111 FLANGE PRESSURES OR INTEGRAL GLASS TYPE BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) TABLE 1. FIN WINDOWS EQUIPPED W/ HIGH SILL OPTION WINDOW WIDTH WINDOW HEIGHT 26" 38 3/8" 44° 50 W8 63" 72" 74" 76" 191/8" A,C,E,I +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -94.6 +78.5 -78.5 +75.7 -75.7 +73.0 -73.0 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -114.2 +80.0 -110.1 +80.0 -106.2 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -119.5 24" A,C,E,I +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -84.9 +68.9 -68.9 +66.2 -66.2 +63.6 -63.6 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -98.3 +80.0 -92.6 B,D,F,H,J -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -112.8 +80.0 -108.3 +80.0 -104.1 m N A,C,E,I _ +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -80.0 +62.0 -62.0 +59.1 -59.1 +56.4 -58.4 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -90.3 +80.0 -86.0 +80.0 -82.0 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 j +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -101.5 +80.0 -96.7 +80.0 -92.3 37" A +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -105.0 +80.0 -80.0 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -94.9 +80.0 -90.1 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.1 C,E, I +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.0 +80.0 -80.0 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 m V i A +80.0 -120.0 +80.0 -120.0 +80.0 -111.8 +80.0 -91.6 +80.0 -80.0 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -94.9 +80.0 -90.0 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,E, I +80.0 -120.0 +80.0 -113.0 +80.0 -107.0 +80.0 -103.0 +80.0 -80.0 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 e 4 A +80.0 -120.0 +80.0 -108.0 +80.0 -95.8 +80.0 -85.6 +76.4 -76.4 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -94.9 +80.0 -90.0 0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,E, 1 +80.0 -120.0 +80.0 -104.0 +80.0 -93.8 +80.0 -89.9 +80.0 -80.0 +61.3 -61.3 +58.0 58.0 +55.0 -55.0 e A +80.0 -120.0 +80.0 -96.8 +80.0 -87.6 +78.0 -78.0 +68.3 -68.3 +61.3 -61.3 +58.0 58.0 ` +55.0 -55.0 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -114.9 +80.0 -100.3 +80.0 -94.9 +80.0 -90.0 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.0 +80.0 -102.1 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,E, I +80.0 -120.0 +80.0 -94.8 +80.0 -83.7 +79.7 -79.7 +70.2 -70.2 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 531!8" A +80.0 -117.7 +80.0 -85.4 +77.0 -77.0 +69.6 -69.6 +59.5 59.5 +56.4 -58.4 +55.7 -55.7 +55.0 -55.0 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -113.9 •1 r 99.11 • * 8Q0 . 692.3 +80.0 -91.1 +80.0 -90.0 G +80.0 -120.0 +80.0 -120.0 +80.0 -111.9 +80.0 -111.3 -44 °; -4.1: • HO • -82.0 +80.0 -81.0 +80.0 -80.0 C,E, I +80.0 -117.7 +80.0 -85.4 +73.9 -73.9 +69.6 - 3916 • •680.6 s • • .6 .5C4 • • '-58.4 , +55.7 -55.7 a +55.0 -55.0 GLASS TYPES: A. 3/16" ANNEALED E. 13/18" 1.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED • • • ,I. 13/16 ; G 416" ANNEALED, AIR SPACE, 1/8" ANNEALED B. 3/16" TEMPERED F. 13/18" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED: : : J. 13/1% I.G., ;/16" TE MPEF DS AIR SPACE, 1/8" TEMPERED C. 1/4" ANNEALED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3116" ANNEALE:) : : • ' : : : • • : • : : D. 1/4" TEMPERED H. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED • • • • W -IT. "0" MEETING RAIL "X" PRODUCT REVI .D as complyins with die Magda Wets Cods Acceptance N• -1 LOW SILL OPTION: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. ra maax FJG Rawer F.K �ety F.K near 2/18/07 OW" 2/6!07 ogee: 11/27/06 F.K Lidx 7A C COMBINE GLASS TYPE CB ISOLATE GLASS TYPE G CORRECT 40' GLASS TYPE ma WAS C,G REDUCE MAX NEG. DP TO FACILITATE ANCHORAGE. REVISETOASTME 130002 AND ADD FIN OPTION. taw.= B livitsionse A txwmmagy. J.J. DISC 3/21 AS 1070 TECHNOLOGY NOKOMIS, FL P.O. BOX 1628 NOKOMIS, FL 34676 • • Uts:4Behr •i• QESIIN PRESSURES, 1/1 WINDOWS $ILIJNj. SINGLE HUNG WINDOW, NON - IMPACT eggs 3 of 14 C ems• • SHOW • Saeec NTS instvra 403220 it L Clark, P.E. PE #38712 Structural DESIGN STANDARD PRESSURES VIEW FLANGE, GLASS TYPE BASED ON FLANGE TIP - TO-TIP DIM. (INTEGRAL FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) TABLE 2. INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED W/ HIGH SILL OPTION WINDOW WIDTH WINDOW HEIGHT 29 314" 38 3/8" 44" 50 518" 63" 72" 74" 78" 191 /8 " A,C,E,G,I +80.0 -120.0 +80.0 -120.0 +80.0 j -120.0 +80.0 -120.0 +80.0 -86.4 +51.3 -51.3 +49.3 -49.3 • +47.5 • -47.5 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 ( -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -102.7 +80.0 -98.6 +80.0 -94.9 24" A,C,E.G,I +80.0 -120.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -80.6 +46.4 -46.4 +44.4 -44.4 +42.5 ( -42.5 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 I -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -92.9 +80.0 -88.8 +80.0 ( -85.0 32" A,C,E,G,I +80.0 -120.0 +80.0 -120.0 +80.0 j -120.0 +80.0 - -120.0 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 1 -40.0 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 t +80.0 I -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 J -80.0 A +80.0 - -120.0 +80.0 -119.0 +80.0 I -94.5 +80.0 -93.0 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 i -40.0 ( B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 ( -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 ! -80.0 C,G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.6 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 J -40.0 E, I +80.0 -120.0 +80.0 -119.0 +80.0 i -114.0 +80.0 -107.0 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 e A +80.0 -120.0 +80.0 -109.0 +80.0 -90.4 +80.0 -88.6 +78.3 -76.3 +44.6 -44.6 +42.2 -42.2 +40.0 I -40.0 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 i -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 1 -80.0 C,G +80.0 -120.0 +80.0 -120.0 +80.0 ( -111.2 +80.0 -102.8 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 ! -40.0 E, 1 +80.0 -120.0 +80.0 -107.0 +80.0 ( -104.0 +80.0 -98.2 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 a A +80.0 -120.0 +80.0 -92.7 +80.0 ( -84.5 +80.0 -82.7 +70.4 -70.4 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,G +80.0 -120.0 +80.0 -107.2 +80.0 , -97.6 +80.0 -89.5 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 E, I +80.0 -120.0 +80.0 -93.2 +80.0 ( -91.9 +80.0 -89.5 +76.3 -76.3 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 0 A +80.0 -117.0 +80.0 -89.2 +76.7 1 -76.7 +74.8 -74.8 +63.0 -63.0 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 j -120.0 +80.0 -120.0 +80.0 -114.7 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,G +80.0 -117.0 +80.0 -96.0 +80.0 -87.0 +79.3 -79.3 +70.1 -70.1 +44.6 -44.6 +42.2 -42.2 +40.0 ( -40.0 E, 1 +80.0 -113.0 +80.0 -82.4 +80.0 -81.3 +79.3 -79.3 +70.1 -70.1 4-44.6 -44.6 +42.2 -42.2 +40.0 -40.0 53 1 /8" A +80.0 -103.8 +80.0 -84.4 +69.2 -69.2 +66.3 -66.3 +56.7 . -56.7 +41.0 -41.0 +40.5 -40.5 +40.0 f -40.0 B, 0, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 I -120.0 +80.0 -113.2 +80.0 -98.8 +80.0 -81.9 +80.0 -80.9 +80.0 ` -80.0 C,G +80.0 -103.8 +80.0 -84.6 +76.3 -78.3 +69.2 -69.2 •• • 4.6Q4 L : 6 2 .4 : 1).4 , :60;4 : • • I.G., 3/16" I.Q:,•3/16 : • • • t41.% -41.0 *41s0 -41.0 • •• • ANNEALED, AIR "•TEMPERED, AIR • . : • • • • +40.5 +40.5 SPACE, SPACE, -40.5 -40.5 1/8" ANNEALED 1/8" TEMPERED +40.0 -40.0 +40.0 -40.0 E, I +80.0 -103.8 +72.5 -72.5 +70.6 -70.6 +69.2 •- 9.2 • GLASS TYPES: •• • ••• •• A. 3116" ANNEALED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED 1. 13/16" B. 3/16" TEMPERED F. 13/16° I.G., 1/8" TEMPERED, AIR SPACE, 1/8° TEMPEREp• • S • J. 13/48" C. 1/4" ANNEALED G. 13/16" I.G., 3/18" ANNEALED, AIR SPACE, 3/16° ANNEAL:EDI : • : • • • • D. 1/4" TEMPERED H. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERLD • • - IT. "0" MEETING RAIL "X" W LOW SILL OPTION: WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. PiI�DUCT REVISED m com$yfas with t!e Fi iWs Wind SH Rateder F.K Rmatlar F.K Arad*: F.K anon* F.K Data 2118/07 216107 11/27/08 774105 Ftreskar C B R data m A Ch ora/By: J.J. NO CHANGE THIS SHEET NO CHANGE 7HI8 SHEET REDUCE MAX NEG. DP TO FACILJTATEANCHORAGE. REVISE TOASTS! E 1300-02 AND ADD FIN OPTION 8/21105 1070 TECHNOLOGY tekt NOKOMIS, FL 34 P.O. BOX 1828 • NOKOMIB, FL 341• • QESIGN PRESSURES, STANDARD VIEW Awic SINGLE HUNG WINDOW, NON-IMPACT •• an.0 trio. NTS 4 • 14 4032-20 Rol C Robert L. Clerk, P.E. PE #39712 Structural 407 DESIGN CUSTOM PRESSURES VIEW FLANGE, GLASS TYPE BASED ON FLANGE TIP - TO-TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 1" SMALLER) TABLE 3. INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS W/ HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) WINDOW WIDTH WINDOW HEIGHT MINUS SASH HEIGHT (76" MAX. HT. FLANGED AND 75" MAX. HT. INTEGRAL FIN) 17118 22 11116 28 3116 33 314 39 5116 4413/16 50 318 5515/16 19 1/8 A,C,E,1 +80.0 -120.0 +80.0 -120.0 +80.0 I -120.0 +80.0 -120.0 +80.0 -118.0 +80.0 -100.2 +80.0 I -87.1 +70.8 -70.8 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 I -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 : -120.0 +80.0 -120.0 +80.0 -120.0 G +80.0 -120.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 { -120.0 +80.0 -115.1 24 A,C,E,I +80.0 -120.0 +80.0 -120.0 +80.0 I -120.0 +80.0 -120.0 +80.0 -103.0 +80.0 -86.2 +74.1 -74.1 +59.5 -59.5 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 i -120.0 +80.0 -118.7 G +80.0 -120.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -96.8 32 A,C, E, I +80.0 -111.0 +80.0 -120.0 +80.0 f -117.0 +80.0 -94.2 +80.0 -85.7 +74.3 -74.3 +62.6 -62.6 +49.1 -49.1 B, D, F, H, J +80.0 -111.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 - 113.5 +80.0 -97.9 +80.0 -111.0 +80.0 -120.0 +80.0 j -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 ' -101.8 +79.7 -79.7 37 A,C,E,I +80.0 -98.0 +80.0 -119.0 +80.0 -91.9 +80.0 -86.1 +80.0 -80.5 +70.9 -70.9 +58.8 -58.8 +45.2 -45.2 B, D, F, 1-1, J +80.0 -98.0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 1 -105.8 +80.0 -90.3 G +80.0 -98.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.3 +80.0 -95.5 +73.5 -73.5 40 A +80.0 -92.0 +80.0 -108.0 +80.0 -87.4 +80.0 -81.5 +70.8 -70.8 +69.0 -69.0 +57.3 -57.3 +43.6 -43.6 B, D, F, H, J +80.0 -92.0 +80.0 -120.0 +80.0 1 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 l -102.7 +80.0 -87.0 C,E,I +80.0 -92.0 +80.0 -106.0 +80.0 1 -103.0 +80.0 -92.8 +70.8 -70.8 +69.9 -69.9 +57.3 i -57.3 +43.6 -43.6 G +80.0 -92.0 +80.0 -120.0 +80.0 i -120.0 +80.0 -118.8 +80.0 -115.0 +80.0 -113.7 +80.0 -93.2 +70.8 -70.8 44 A,C,E,I +80.0 -85.0 +80.0 -92.3 +80.0 -81.3 +75.1 -75.1 +59.5 -59.5 +58.4 -58.4 +56.2 -56.2 +41.9 -41.9 B, D, F, H, J +80.0 -85.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -117.9 +80.0 -116.6 +80.0 . -99.9 +80.0 -83.7 C,E,I +80.0 -85.0 +80.0 -93.1 +80.0 i -91.0 +80.0 -85.1 +59.5 -59.5 +58.4 -58.4 +56.2 -56.2 +41.9 -41.9 G +80.0 -85.0 +80.0 -120.0 +80.0 -109.8 +80.0 -101.4 +80.0 -96.7 +80.0 -94.8 +80.0 -91.3 +68.1 -88.1 48 A +80.0 -111.9 +80.0 -88.8 +73.3 . -73.3 +67.2 -67.2 +51.4 -51.4 +49.6 -49.6 +49.0 -49.0 +40.8 -40.8 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -101.2 +80.0 -98.4 +80.0 I -98.0 +80.0 -81.5 C,E,I +80.0 -109.0 +80.0 -82.2 +80.0 ' -81.2 +75.0 -75.0 +51.4 -51.4 +49.6 -49.6 +49.0 ° -49.0 +40.8 -40.8 G +80.0 -120.0 +80.0 -110.2 +80.0 -96.9 +80.0 -88.6 +80.0 -83.5 +80.0 -80.6 +79.6 j -79.6 +66.3 -66.3 53 118 A +80.0 -99.0 +80.0 -81.8 +64.4 -64.4 +58.9 -58.9 +43.7 -43.7 +41.6 -41.6 +40.4 j -40.4 +40.0 -40.0 B, D, F, H, J +80.0 -120.0 +80.0 -120.0 +80.0 1 -114.8 +80.0 -103.5 +80.0 -85.6 +80.0 -81.9 +80.0 -80.2 +80.0 -80.0 C,E,I +80.0 -99.0 +72.3 -72.3 +70.8 -70.8 +64.5 • 6 4 . 5 • 1 14 3 • • 7 : -41.‘ •• +t4 • • -41.6 +40.4 -40.4 +49.0 -40.0 G +80.0 -117.0 +80.0 -98.7 +80.0 -84.3 ' +78.3 113,3 • t71:0 • -711 7:47.11 - 67.6 •-. • • • • • I. 13/16" I.G., 3/16" ANNEALED, AIR J. 13: :" 1. a/ l + p AIR • : : : • • : • : i • • • • +65.7 -65.7 r SPACE, 1/8" ANNEALED SPACE, 1 /8" TEMPERED +65.0 -65.0 GLASS TYPES: ° - •'•-• A. 3/16" ANNEALED E. 13/16" I.G., 1 /8" ANNEALED, AIR SPACE, 1/8" ANNEALED B. 3/16" TEMPERED • • • F. 13/16" I.G., 1/8" TEMPERED, AIR SPACE, 1 /8" TEMPEREQ : : C. 1/4" ANNEALED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEAL*€DD : • D. 1/4" TEMPERED H. 13/16" I.G., 3/18" TEMPERED, AIRSPACE, 3/16" TEMPERED W T. "0" MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MIN. TO 38° MAX. 3.76" MAX. FLANGE WINDOW HT. 75" MAX. FIN WINDOW HT. PRODUCT REVISED as complying with the Rudd' Acceptance ol Na Rspirsition Division MINUS SASH HT. SgSH NO CHANGE 7711S SHEET NO CHANGE SHEET SHEET Q� A!EV/SE C �STO T DESI AND ADD FIN Rama* Daft FX 2/17 Aral* ae* F.K 2./SIO7 Reader. Daft F.K 11/27l06 �an eF cent F.K 7/4/05 R C Ratmonx B R A *woad lac J.J. Doke 8121!03 • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3421.6 P.O.BQ • NOKOMIB . FL V ••• DESIGN PRESSURES, CUSTOM (W HT. -S. HT.) WAAL SINGLE HUNG WINDOW, NON IMPACT SH Rae Sheet a wgMa NTS 5 a 14 4032-20 C 001 Robert L. Clark, P.E. PE #39712 Structural VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/18" 271/8" D 163/8" 153/4" E 16 3/8" 15 3/4" TABLE 4. F SEE DLO TABLE SEE DLO TABLE (MAX.) L SEE DLO TABLE SEE DLOTABLE 49 5/8" MAX. FIXED DLO (ALL) 481/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B +— B DETAIL D VIEW (CUSTOM SASH) 531/8° MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) 52 1/8" MAX. I.F. WIDTH (ALL ELEVATION DETAILS) D-••7 I.F. 1 A I 75" AX. D _. HEI HT SEE DLO TABLE 38 J/16" MAX. SASH HEI HT 20" SASH HEIGHT 75° MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT 78" MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE 1 DETAIL B VIEW (STANDARD SASH) 1 - 1 E SEE NO 4 NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • • • • • ••• • • • • • 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. • • • • • • 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. • • • • • • • 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWOsFORMS«. 75" MAX. I.F. HEI HT MAX. FLANGED HEI HT 75" MAX. I.F. E HEIGHT 20" SASH HEIGHT 76" MAX. FLANGED HEIGHT •• ••• • • • • • •• DETAIL E . RADIUS TOP OWSTCSM$4SEI); :•- •' • • • • • • • • • • • • • • • • • • • 1 SEE DLO TABLE f SEE DLO TABLE S NO DETAIL C RADIUS TOP (STANDARD SASH) 75" MAX. I.F. HEI HT E E4 78" MAX. FLANGED HEI HT PRODUCT REVISED or tenogyino w with the Ro,4da OddinoCode Aeceporree . l , •1211.0 gefintDall Date r IFP17 wwmey. F.K Rend Br F.K Rower FJC F.K der 2/16x07 tldr thds 11127/06 7/4/05 C fNaab r B wa"r"= A ct.aaaey J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD INTEGRAL FW (I.F.) VERSION CHG. NOTE4. Der 9/21,V5 ••• 1070 TEC)4NOLOGY DINE NOKOMIS, FL 3427 P.O.BOX1 ••• NOKOMI®. FL 3+ EIWT/ONS ALVA SINGLE HUNG WINDOW, NON - IMPACT NTS 6 ar 14 4032-20 lair C rt L. Garr. P.E. PE #39712 Strudurel .1 MINER 7,8 OR 17 0 0 0 9810 0 m LOW SILL 2. LOW SILL 0 • • • • • 0 CD _,I�i IIG►�3 0 �Iltll. `''l0.' ,r ... III • 0 • • : : 2. der • • • • (NIG1 SILL) • • • • 0 HEAD OUTSIDE 2.710" OUTSIDE 0 L mAraill 0 INSIDE 0 JAMB OUTSIDE 65 OR 66 MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING 2.784' SECTION B - (LOW SILL SHOWN) INSIDE BALANCE PARTS USED ON SASHS <40 LBS 2.330" (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY /OUTSIDE i 11 J 2 = r HIGH SILL INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH MAX. VENT DAYLIGHT OPENING INTEGRAL FIN (I.F.) FRAME SECTIONS •• • • • • • • •• • • • • • • • • • •• • • • ALTERNATE HIdH SILL MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A ••• • • • • IULTRAIIF1 NI•Y :: • • SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) BALANCE PARTS USED ON SASHS >40 LBS 148 1) 2.710" as toun.{,0se akin 60 Piedda Acrs;tIDanao t'tq ,6 t2N. 6 I atc ' 1yT'71 rmwdar Dew RMeum F.K 2/16/07 0 RMRara: F.K 26107 B Radar Dew Rsrmms F.K 11/27/06 A Omen EM Dea a700130113y. F.K 7/4/05 J.J NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD LF. SECTIONS MOVE SWEEP LATCH NOTE 9/21/05 I 1070 TECHNOLOGY ORME NOKOMIS, FL 342 • P.O. BOX 1029 NOKOMIS, FL. f4 • v+sit*adtter ••• SECTIONS :ALM SINGLE HUNG WINDOW, NON - IMPACT l ammi n 611800 Half Osse 7 « 14 X 4032-20 c /7 Rob6rt L. Gark, P.E. PE 149712 Structural ITEM DWG. # DESCRIPTION P ,CT# 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 65 FOAM TAPE 1/4 X1/2 - FOR 3/16 61412K 68 1208 FOAMTAPE1 /8X1/2- FOR1 /4 61308K 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 5050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 3/16" ANNEALED 81 B. GLASS, 3/16" TEMPERED 82 C. GLASS, 1/4" ANNEALED 83 D. GLASS, 1/4° TEMPERED 86 E. GLASS, 13/16" IG; 1/8" ANNEALED, AIR SPACE, 1/8 " ANNEALED 87 F. GLASS, 13/18" IG; 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED 88 G. GLASS, 13/16" IG; 3/16 "ANNEALED, AIR SPACE, 3/16" ANNEALED 89 H. GLASS, 13/16" IG; 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED 90 I. GLASS, 13/16" IG; 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED 91 J. GLASS, 13/18" IG; 3/16" TEMPERED, AIR SPACE, 118" TEMPERED 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 25 26 27 28 30 31 34 37 38 39 40 46 47 48 49 50 52 53 54 55 56 57 58 59 60 61 63 DWG # 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085 4029 -1 1080 -1 4053 4029 -1 1086 4054C 4006C 1235 1096 1016 4007 1226 4008 1268 1224 1225 4014B 4046A 4067 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 1073 1624 1635 505 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP (ALUMA -TILT) SASH STOP (EGRESS) 1.125 LONG CALDWELL ALUMA -TILT BALANCE, 5/8° BAL. COVER, RIGID VINYL, 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE, 5/8" BAL. CALDWELL ULTRA -LIFT BALANCE, .670" #8 X1 PHILLIPS FLAT HEAD S. STL .670 ULTRA -LIFT BALANCE COVER SASH STOP (ULTRA -LIFT) SASH BRACKET #8 -32 X1/2" LG. PH. FH. TYPE F S. STL SASH TOP GUIDE, 11/16" BAL. FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE VINYL GLAZ BEAD BULB (THICK) VINYL GLAZ. BEAD BULB (THIN) GLAZING BEAD, 3/16 & 1/4. W/O GK. GLAZING BEAD, 3/16 & 1/4. W/ GRILL KIT GLAZING BEAD, 13/16" I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY W/RINGS SCREEN CORNER KEYW/OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA FOAM SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) PGT# 612225 781 PQA 812226 7PAD1826 612227 612244 612244 6BALCVR916 7834M 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 42505R & L 64054C , 64006 67S16G 71096 7858 612230 6TP249 612231 42501 6TP247W,K 6TP248K 64014 644842 84067 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K • 61635K 61816 • 6533402 • •• ••• • • • • • • • • •• • •• • • • • • • •• ••• •• 2.784 1. .082 47 FRAME, I.F. HEAD #4071A, 6063-T6 • c • •• • • • • • • • • • •• • 2.008 1 FRAME, I.F. LOW SILL #4072A, 6063-T6 • ••• •• ••• • • • • • • •• • • • ' • • • F�A, FMt 3.R I- -I SILL 5t) FRAME, I.F. JAMB - #4073., 605846 #4074B, 6083 -T6 PRODUCT REVISED ma complying wDit Ae Padlb p ly '•. -; /.0 Raptre6o• Date o EITAU _JAI! .... R7 FJC per FJC FJC LIffr 2116107 C Daft 216/07 11127A011 Draw BF FIG Ogre 7/4/05 8 Redsloree A J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADO I.F. EXTRUSIONS, ITEMS 47.50AND UPGRADE IMO 21 ALLOY Dale 9121105 I 1070 TEaNOLOCa1+b l E NOKOMIS, FL 34270 P.O. BOX 1628 . NOKOMIS,FL PARTS LIST AND FRAME CORNER DETAILS JrgI. SINGLE HUNG WINDOW, NON - IMPACT sa•rae•t• • Ma Sags eh• NTS 8 ar 14 r 4032 -20 IA 07 Robert L Clark, P.E. PE #39712 Structural 1.363 .062 0 FLANGE FRAME HEAD #4002A. 8083-T6 Raw datr: F.K Rs F.K Rayed By: F.K Damn er FJC .062 .062 3.446 nes 2!18107 Date: 2/6/07 Drag 11/27/06 7 I- +- 2.784 Radrart C CD FLANGE FRAME JAMB #4004, 6063 -75 (USED AS RADIUS TOP HEAD) �-{ 1.342 .082 155 21 FIXED MEETING RAIL #4054C, 6083HD T8 0 2.946 0, FRAME SILL (HIGH) #4050A, 6083 -T6 8 Radians A atralad J.J. 23 .062 2.830 I+ - 2.279 1 —±- --.062 ],. 490 k-- 1.451 1 SASH STOP #4025, 8063 -T5 1.707 SASH TOP RAIL #4006C, 6063HS -T6 NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATE FRAME CORNER ASSEMBLY TO INCLUDE LF. UPGRADE ITEM 1ALLOY. Data W21105 - - 2.784 F .-- 2.326 ---1. I .062 2.638 2.330 C ) FLANGE FRAME SILL (LoW) #4003C, 6063 -T6 H- 1.513 -H F -.735 F. 040 040 1 O SASH STOP COVER #4053, 8063-T5 1 • ••• • • • • • • 68 SASH BOTTOM RAIL (HI • #4051A,8083 -T5 ••• 1070 TECHNOLOGY IMAM NOKOM IS. FL 3428 P.O. BOX 1654 NOKOAIIB, FL 33274 • • gASr • • • • • • • •• • • • •• ••• •• SASH BOTTOM RAIL (LOW) #4007, 8063 -T5 1 1.057 1— . .866 GLAZING BEAD 3/16" OR 1/4" • #101, 6413-T5 • yt. b, Meter • • • I.F. FRAME p 0 o SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT I.F. FRAME VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) .666 • • •0• r • • • 'GtAZ tit" OR 1/4" • • #404e601 (USED W/ GRILL KIT) - 1 1.165 2— - X1.349 C) SIDE RAIL #4008, 6083-T5 _L_ .683 .050 � 1 11.097 GLAZING BEAD 13/16" IG #4087, 6063 -T5 erI US IONS _ E LI SINGLE HUNG WINDOW, NON - IMPACT 24 .44: 144 sari: arias Dau•Ns. was SAGO HBff 9 a 14 4032-20 C PRODUCT ammo as compiling ebt Ikea Saidiag Code 211.0 Ateeptimos Robe L. Claaal{ P.E. PE #39712 Structural ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. SUBSTRATE: ANCHOR TYPE: -..,- WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 p ` npNZ— N U O U U ZM8NZ— ON 0 0 3 U O 0 U ZMONZ— OcVp U p U O 0 U ZMONZ.— ON U p U O U U Zr ON 0 0 '�ONzrz�''ONZ.— U O U U ON U 0 0 O C) 0 ZC'>ONZ— ON U p 0 O U 0 ZRONZ ON 0 in ? 0 O 0 0 —Z O 0 WINDOW WIDTH GLASS TYPE 19.125 B,D,F,G, H,J 1 1 1' 1 1 1 2 2 1 2 2 1 2 2 1 22 1 2r3 1 212 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 112 2 2 112 23 212 2 3 213 2 2 33 3 3 212 33 3 4 3 3 3 3 AC,E,1 1 112 1 1 2 1 112 1 2 2 1 112 1 2 2 1 212 1 2 2 1 212 1 213 1 2 2 1 2 2 1 212 1 212 1 2 2 1 2 1 212 1 2 2 1 2'2212 1 1 212 1 21 1 1 2 24.000 B,D,F,G, H,J 1 1 2 1 1 2 1 2 2 1 2 3 1 1 1 2 1 212 1 213 1 1 1 1 1 1 1 1 1 1 1 3 1 3 1 4 1 . 2 1 2 1 1 1 1 AC,E,I 1 1 1 1 2 . 1 2 1 212 1 2 3 1 1 2 1 212 1 2 3 1 2 2 1 2 3 1 313 1 2 2 1 313 1 1 212 1 2 2 1 1 1 2 1 2 2 1 212 1 2 2 1 1 22 1 213 32.000 PSF 119 119 B,D,F,G, H,J 2 1 2 2 2 1 2 1 2 213 2 2[3 1 213 2 213 2 314 1 2 3 2 31 2 3;5 1 23 2 3 4 2 3 4 1 313 2 3 4 2 3 4 1 313 2 3 4 2 415 1 3 3 2 4 4 2 2 A,C,E,I • 1 1 2 2 212 1 212 1 2 3 1 2 2 1 213 1 213 1 2 3 1 2 3 1 314 1 2 3 1' 3 3 1 213 1 212 1' 213 1 2 3 1 212 1 2 2 1 2 3 1 212 1' 312 1 213 1 1 2 2 37.000 PSF 103 117 119 B,D,F,G, H,J 2 1 2 2 2 2 2 212 2 2 3 1 2 3 2 313 2 314 1 2 3 2 3 4 2 2 2 3 2 3 4 2 3 5 2 213 2 3 4 2 3 5 2 313 2 414 2 4:5 1 313 2 4(441 2 1 3 4 2 414 A C,E,I 2 1 2 2 221 212 2 3 2 3 2 3 1 3 2 3 1 4 1 2 3 2 3 4 2 3 4 2 2 3 2 2 1 2 3 2 2 ! 3 2 2 3 1 1 2 3 1 213 1 2 2 1 3 1 3 1 314 1 2 2 1 3 3 2 2 3 4 1 2 ; 3 2 2 40.000 PSF 95 108 120 119 B,D,F,G, H,J 2 2 2122 2 23323313342331,43533314315313453533454535463445 2 212 2 2 3 3 2 2 2 3 2 2 313 2 2 314 2 2 2 3 2 2 3 4 2 2 3 1 4 2 2 2 3 2 2 3 4 3 2 2 4 2 2 2 1 3 2 2 3 3 2 2 2 3 2 2 212 2 2 2 8 2 2 2 3 2 . 2222 2 2 212 13 2 3f 4 2 2 2 2 3 3 A C,E,I 2 2 2 2 2 2 44.000 PSF 87 99 109 119 B,D,F,G, H,J 2 2 212 2 2 2 2 3 3 2 2 2 313 3 314 2 3 3 2 3 4 3 315 2 3 3 2 414 3 416 2 314 3 4 5 3 315 2 313 2 4 5 3 4 5 2 313 2 415 3 416 2 414 2 5 AC,E,1 2 2 2 2 2 2 2 2 2 2 2 2 2 314 31 ' 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 313 314 213 3 4 314 2 3 3 3 213 2 3 213 214 213 3 3 314 2 3 314 48.000 PSF 79 119 90 100 113 114 119 B,D,F,G, H,J 2 2 2222212332133 2 2 2 2 1331 3 2 2 3 2 3 3 s-+ 2 . Q634:41 i 3 3 4 6 2 314 3 415 3 517 2 414 3 516 ACEI , 2 2 22 212 2 212 2 213 2 213 2 213 2 2 314 2 3 2 3'1.4 2 314 2 2 3 2 .2 314.3"4 c vq, • 4 ; 21 2 2 • •2 213.3 ~ 2 4 2 2 3 2 313 2 314 2 213 2 3 4 53.125 PSF 72 118 82 90 103 103 118 113 B,D,F,G, H,J 2 2 2 3 2 2 3 2 3 3 2 3., 3 • 2 4;521 314 3.4 a.• 46 4 8 2 3 4.4!5 •8 i � • 411;' 2 3' 3 517 2 415 3 516 212 2 2 212 3 3 213 313 314 3 4 3 4 315 3 4 516 2 2 2 2 2 1 2 2' 212 2 2 1 3 2 213 2 2. 2 25 213 2 31 2 2 ? ;2 .2' 3 1 4 213 { d : 2■• 313 3 1 4 2 21 or '$' 2 2 2 2 2 3 4 - 3 - 1 - 4 213 3 4 ' 3 3 314 213 314 3 5 2 3 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 /2° MAX. FROM TOP CORNERS JAMBS - 171/2" 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 CRITERIA OF NOTE 2. 4. 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, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMITED) MAX. PSF 118 HEAD 2 JAN® ABOVE 21 3 MTG. RAIL JAMB BELOW J MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 213 MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT REVISED isamplytarth 'WW2 A m N• 0 - 211.0 Division *mow FAG 2J1&V7 C Ogle 11/27/08 Road OF Dde FJC 2/&07 Wad Br FJC bows* ode FJC 7/4/05 Rultdonir B Rerlatons A cucko *y. J.J. NO CHANGE THIS SHEET BOLD & ITAUC/ZE DP UNITED S1ZES AND MOD. NOTE 4 � MX.W Q'YIISRESTRICTEDBYSIZE 91/05 I 1070 7ECKNOLOOY NOKOMIS, FL 34175 P.O. BOX 15 aw• , NOKOMIS. FL • • Visily Bitter • • ;ANCHORAGE SPACING, 1/1 WINDOWS •ms • ;4UAw. SINGLE HUNG WINDOW, NON- IMPACT wassaccie SHOW Ikele Oft mn,W& NTS 10 d 14 4032-20 R• =rt L Cl rk. P.E. PE #39712 Structural ANCHOR SUBSTRAI ANCHOR 1.. QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WNDOW HEIGHT 76.000 _. - I ON00 Z ONOO QOOM E'Z ONOO Z ONOO a0 £'Z ON0O ONOO 000M E'Z ONOO Z ONOO L coots' £'Z ON0O ONOO l aoOM E'Z , ONO3 ONOO 6 QOOMI £'Z I ONOOI Z ON0O L a DOOM E'Z IONOO Z ONOO L � WINDOW WDTH GLASS TYPE DOMI E J 19.125 PSF 113 119 Es, D,F, FI,J 1 1 1 1 111 1 11 1 212 1 212 1 22 1 2 2 1 212 1 22 1 312 1 2 2 1 3 2 1 33 1 2 2 1 312 1 313 1 2:2 1 312 1 3 3 1 3 2 1 313,3 1 3 1 3 2 1 312 A,C,E, G,I 1 1 1 1 1 1 1 1 2 12 1 2 212 1 212 1 212 1 2 12 1 312 1 2 2 1 3 2 1 2 2 1 2 2 1 3 2 1 212 1 1 212,2 1 2 2 1 2 2 1 212 1 2 2 1 1 1 1 2 2 212 24.000 PSF 90 119 103 119 B, D, F, K J 1 1 1 1 111 1 1 1 1 2 1 212 1 2 2 1 3 3 1 212 1 3 2 1 3 3 1 2 2 1 3 3 1 4 3 1 3 1 2 1 4 3 1 313 1 3 2 1 4 j 3 1 313 1 3 2 1 1 1 1 313 413 3 3 3 2 A,C,E, G,1 1 'if 1 1 1 1 1 1 1 1 1 2 2 1 212 212 1 1 3 3 1 2 ;2 1 3 2 1 313 1 212 1 313 1• 212 1 212 1 3 2 1 212 1 212 1 212 1 2 2 1 212 1 212 1 2 2 1 2 1 212 32.000 PSF 68 111 77 111 119 B, D, F, H, J 2 1 1 111 2 111 2 2;2 1 212 2 212 2 3 3 1 213 2 313 2 413 1 3 3 2 4 3 2 414 1 3 3 2 5 4 2 414 1 3 2 2 4' 2 4 4 1 312 1 413 2 . 4 - 4 1 ..i-2 1 413 A,C,E, G,I 2 1 1,111 1 2 2 212 1 212 2 212'3 2 1 2 3 3 2 413 1 3 3 2 413 2 313 1 3 2 1 3 3 1 212 1 2 2 1 212 1 212 1 212 1 212 1 212 1 2 2 1 212 37.000 PSF 59 96 67 96 109 119 B, D, F, H,J 2 1 1 1 1j1 2 1 1 2 2 2 2 212 2 2 2 2 3 3 2 2; 3 2 3 3 2 414 2 3 3 2 4 4 3 415 2 41 . 3 2 5 4 2 414 1 313 2 513 2 4 4 1 4 3 2 514 2 4 4 1 3 3 2 5 A,C,E, G,I 2 1 2 2 2 2 2 3 3 2 2 2 2 2 2 37 1 3 3 2 413,312 1 1 2 2 1 1 1 1 1 1 1 111 1 1 1 1 2 2 212 2 2 2 3 3 3 414 3 3 4 4 312 2 2 2 2 3 2 2 2 2 2 3 2 40.000 PSF 54 89 62 89 101 113 119 B, D, F, 1-1 2 2 2 2 2 2 3 2 2 3 14 2 3 3 2 3 2® 2 5(4554351'454435 2 2 2 2 2 2 - 14 11 1111122222233313334 A,C,E, ' G,I 2 1 1 2 1 1 1 2 1 1 1 2 2 212 212 2 212 2 3 3 2 313 2 3 3 2 414 2 313 2 4 3 2 413 2 3 3 2 4 3 2 3j3 2 2 2 2 312 2 313 2 212 2 312 2 3 2 212 2 3 2 44.000 PSF 49 81 56 81 119 92 102 117 118 B, D, F, 1-1 ,J 2 1'1 2 111 2 1 1 3 2 212 212 2 2 2 3 313 2 3 ;3 3134433414554355415435;45 . 543 3 3 2 3 3 2 3 3 2 2 3 2 I N `� 2 5543574 2 2 A,C,E, G,I 2 1 1 1 2 1 1 1 2 1 ' 1 2 2 212 212 2 2 2 2 3 3 2 3 3 2 3 3 2 314 2 3 3 2 3 3 2 4 1 4 2 3 3 2 4 2 2 2 2 313 313 2 2 3 2 2 313 2 3 3 2 3 2 2 313 48.000 PSF 45 74 51 74 119 84 94 107 109 114 B, D, F, H , J 2 1 1 1 2 111 2 111 3 2 2 2 212 3 212 3 3 3 2 313 3 3'3 3 414 2 414 3 4 4 4 5c5 2 7 4:5 3 ;'5 3 511 • res N •3 5 5 2 413 3 5; 5, 3 515 2 4 3 3 514 A,C,E, G,I 2 2 2 2 2 2 2 i 2 2 2 2 2 3 3 2.2';; 3'3'413 :2: :2 :- 3; 3 3 2 3 3 2 312 2 2 2 2 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 313 313 313 3 3 3 313 3 3 3'2 313 53.125 PSF 41 67 46 67 110 76 85 119 97 98 112 B, D, F, Et 3 2 2 3 2 3 4 2 3 4 3 4 4 3 4 _445 4 . .1 s • _[5 3 .3 .. 5 2 351< 2 3 •3' 5 §43 •2• 33 2 •2 212 3 3 2 2 313 313 2 2 312 3 2 313 1`1 1x1 1 1 21 22` 2 212 3 3 313 313 414 A,C,E, G,1 2 1 1 2 111 2 1 1 2 2 22 212 2 212 2 313 2 312 2 3 3 2 314 2 3 3 2' 2a... 3 3 314 s �) 9 2: 3 3 :2 3 2 ' 2 313 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. 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, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMITED) MAX. PSF HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 3 [3 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ±FS6?J6'T REVISED tt"rrivg with the Florida Raiding Code Aeapt•ma No Roved MEW 2/16!07 adie 11/27/06 8 Rsddann A Chowited Rood : Deist F.K 2/6 Rerseyc FJC F� Raids= NO CHANGE THIS SHEET BOLD& ITALICIZE DP LIMITED SIZES AND MOD. NOTE4 REIMANCHORAGE TABLEAND NOTES. AOD DP MAX. WHERE ANCHOR DIY IS RESTRICTED BY SIZE. oer J.J. 8/21iV5 1070 TECHNOLOGg I h/E • NOKOMIS, FL 34.116 • P.O. BOX 1829. NOKOMIS, FL 3421 • r , , ••• •AN• ORAGE SPACING, STANDARD VIEW :AEI�T 1. SINGLE HUNG WINDOW, NON - IMPACT DEW* jIlo. [ 51800 NTS 111 d 14 4032-20 C 1/)7 Ro it L. dark, P.E. PE 119712 Shuthrral ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. 1 2 1 2 2 1 3 1 3 1 2 1 1 3 ..._3.... 1 3 1 4 1 4 1 3 4 1 4 1 3 5 1 4 1 4 3 2 2 3 2 2 3 3 3 3 2..... 1 3 - 3 _. 2 3 119 1 1 1 1 1 1 1 2 1 1 1 1 1 1 2 2 3 2 3 4 1 1 1 1 1 1 1 2 2 3..' 2 3 4 3 106 119 110 1 2 2 1 2 2 2 3 3 3 3 2 2 2 2 3 3 ......... 4 3 2 3 3 92 106 2 2 2 2 3 3 2 .... . 3 - _..... 2 2 1 2 3 3 85 98 2 3 2 2 3 3 119 2 3 2 2 3 3 2 2'2 2 3 3 77 89 116 3 4 3 4 1 _.... . 5 .......... 3 95 110 2 3 2 3 4 4 2 ....... . 3 2 3 _4- 4 2 2 1 3 4 3 88 102 2 3 2 3 4 4 2 3 2 3 •- 4 4 2 2 2 3 4 3 80 93 119 2 2' 3 2 3 3 2 2 2 3 3 3 4 4 2 2 2 2 2 2 2 2......._2 3 3 3 4 102 71 82 107 73 85 2 3 3 2 3 4 2 _. 3: 3 2 3 3 2 3 3 2 2.'.. 2 3 3 3 4 4 2 2' 2 2 2 2 2 2 3 3 - 92 64 74 96 66 77 100 2 3 4 2 3 4 2 2 ...... 3 3 3 4 4 2 3 3 2 3 3 2 2 2 3 3 3 4 4 4 110 2 1 4 4 119 2 4 2 4 2 3 99 2 4 2 4 2 91 3 4 3 4 2 4 .. 83 3 4 3 2 4 - 76 3 4 69 3 . 3 4 1 4 3 2 5 4 2 1 4 3 105 3 2 5 5 3 55 .._ .__ 2 4 95 3 5 • 3 • • .5• 1 3 5 4 2 2 4 ' 3 87 4 4 2 2 4 .._ 6 5 2 1 4 119 3 2 2 ,.,. 5 6 2 3 5 .... 2 . ...4. .. 79 7 3 9 3 3 1 5 2 2 6 5 2 ..........4.........4....__..3 119 2 _.. 2 5 6 8 5 _... 6 3 ......... 4 ........ 2 115 2 3 3 5 ( 6 6 2 _..._ 3 2 5 6 6 2 2 2 2 5.... 4 3 5 86 3 3 2 ._3. 6 5 3 3 2 3 5 5 6 ._. 6 •g• 108 4 2 2 3 2 3 3 2 2 4 4 4 • Z • T' 2 3 3 3 4 3 4 • 2 • • 3 2 3 2 2 4 4 2 3 4 2 „ 2 2 4 , 3 3 ..... 4 3 3 6 7 2 5 3 7 3 6 2 4 1 4 4 2 4 6 5 2 2 4 2 5 2 4 2 3 1 6 1 4 2 5 2 3 78 90 80 3 2 3 3 2 3 3 - I - 4 • 5• ZT 4 • 6 •6; f 3• 2 •J • . • . 2* .3 • $ 2 3 2 • 8 .... • •e s 8• .. ' ..5........_8...... ` 2 •2 • :2• Q. • 2 2 2 4 • 3 . 4 �- 4— 3 4 4 73 6� 1 4 2 4 2 3 1 81 7 4 3 3 ......_ 2 } 7 7 5 3 •3 S! 3 •3 • 2- 3 3 2 ....... t .. 4 ' . . ..... 6 5 2 62 4 4 - 1 4 4 1 1..._ 1 1 . 97 91 102 2 1 2 2 1 1 1 2 2 2 2 91 84 94 2 2 2 2 1 1 i 2 2 2 2 1 2 1 2 2 2 2 _ 2 1 1 1 °2 84 76 86 2 2 1 1 1 2 2 2 2 1 1 1 2 4 ..... : .. .4 ...._.... 11 ........ 2. . 78 102 70 79 1 1 �L 2 2 1 ........ 1 1 2 2 2 2 2 1 1 1 2 . - 71 92 63 71 3 2 2 3 1......1.... i 2 2 1 ......... 1 .......... 1 .._ ._. . 2 .... 2 2 2 ' 2 f 1 1 1 1 1 1 1 ..._ 4 .......... 1 6 .......... 3 3" 3 .. _ . 1 1 1 1 1 1 1 1 1 4 3 4 5 3 5 6 2 5 2 PSF WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6. SUBSTRATE: -. 17.125 ANCHOR TYPE: : N E: 0 GLASS O N O TYPE 0 WINDOW WIDTH 19.125 24.000 32.000 3 2 3 3 3 4 1 1 4 3 1 4 37.000 40.000 44.000 48.000 53.125 PSF 119 B, D, F, 1 1 H J ..... 1 1 1 1 G ...._1.... 1 1 2 A,C,E,I 1 1 1 1 1 PSF 119 119 B,D,F 1 1 1 1 1 H, 1 1 1 2 2 1 G 1 1 2 1 1 1 2 110 105 118 B, D, F, 2 1 1 2 H, J A,C,E,I 1 1 1 2 G 2 1 1 2 . 3 1 . ..... 1 ........ 2 .. _ - -• 2 1 1 3 A,C,E,I PSF 8, D, F, H, J A,C,E,I PSF 8, D, F, H, J G A,C,E,I PSF B, D, F, 11, J G A,C,E,I PSF B, D, F, H, J G A,C,E,I PSF B, D, F, H, J G A,C,E,I 0 0 pN0 22.668 U Z 0 U r z O U 119 28.211 0 CI 0 N O U N U U r Z O U 1 1 1 1 1 2 ..._ 2 1 2 33.754 39.296 44.839 O N o 0 N U O U U N U 0 0 Z M 0 o N U Z O U 0 r z 50.382 55.925 4 1 2 7 5 1 4 0 co 0 0 U Z 0 O 0 r 0 • NO 0 U N Z 0 U z 0 1 1 1 1 1 4 3 5 5 4 .5 ... 1 5 1 6 1 4 1 6 5 • 2 1 2 8 7 2 2 2 5 ... 6 2 ......._ 2 2 4 3 ..... 4 _2 2 6 5 7 2 .... 6 4 ..... . 2 7 2 6 2 4 3 8 3 6 2 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS FOR ABOVE THE MEETING RAIL HEAD - 181/2" MAX. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR ABOVE THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE THE SASH HEIGHT TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5 /8" MIN. TO 38" MAX. 5. DESIGN PRESSURE UMITED: 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, DUE TO ANCHOR SPACING LIMITATIONS. OTHER- WISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMITED) MAX PSF 112 HEAD JAMB ABOVE MTG. RAIL HEAD JAMB ABOVE MTG. RAL 2 2 (FULL DEP) 2 4 PROMO' REVISED B wunn>•Rmri Ateepteoce Date kW* aft AK 2!16107 emu: nrog 2/8/07 orx 1127/06 Welker 8 !Labials A a�adbd8r FJC Read* FJC Ptemer LW* F.K 7/4/05 Rividerer C NO CHANGE TH/SSHEET J.J. BOLD& ITAUCIZJ= DPUM/TED SIZES AND MOD NO7E5 REVISE FORMAT, ANCHORAGE TABLE AND NOTES, ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE 921/05 I 1070 TECHNOLOBB GIRNB NOKONUS, FL 36 • • P.O. BOX 1P.O. BOX WA • NOKOMB, FL 7I i ANCHORAGE, CUSTOM VIEW ABOVE MTG. RAIL • 4 ▪ 4l„IYM. SINGLE HUNG WINDOW • 17LytbIy etas• • • BadslWd NTS I 12 a 14 Dradaptia 4032 -20 I C Robert L. Clark, P.E. PE 839712 Structural ANGI741+K LUJAN SUBSTRATE: ANCHOR TYPE I I 1 1E5 ESE LOW MEETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE 8. SASH HEIGHT 12.776 16.776 18.776 21.776 24.776 27.776 30.776 31.106 m e N g z a Q 0 e� 8 .. o l V $ N 8 z 8 0 `� ° a $ 0 P$ `•i 0 a s$ 0 w a( ' 8 0 PI a 0 a$ ' U 0 elZ a c a 8 0 0 N 8 WINDOW WIDTH MAX PSF 19.125 -120 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 110 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 il 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 -80 2 1 2 2 1 Q 2 2 2 2 2 2 2 2 -65 1 1 1 1 1 2 1 2 2 g 2 2 2 2 2 8 2 2 2 2 -50 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 24.000 -120 2 2 NA 2 2 3 2 3 2 3 3 3 2 4 4 4 3 4 -110 2 1 2 2 2 3 2 3 2 2 3 3 2 4 3 4 2 3 -95 2 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 -80 2 1 1 2 2 2 2 2 2 2 h 2 2 2 2 3 2 3 2 -85 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 -50 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 �0 -120 NA 2 2 NA 3 3 3 3 3 4 3 5 3 5 3 4 -110 2 2 NA NA 3 3 3 3 4 3 4 4 3 4 �2 2 3 2 3 2 3 2 3 4 2 4 4 3 4 1 2 2 3 2 3 2 3 2 3 3 2 4 2 3 4 2 3 -85 2 1 2 2 1 2 2 2 2 2 3 2 2 3 2 3 2 2 3 2 2 50 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 37.000 -120 NA 2 NA 2 3 3 4 5 3 5 3 5 5 4 8 5 4 5 -110 2 2 2 3 3 4 3 3 4 5 3 4 5 3 5 5 3 5 2 2 2 3 3 3 3 3 4 4 3 4 5 3 4 5 3 4 -80 1 2 2 3 3 3 2 3 3 3 3 3 4 3 3 4 3 4 -65 2 2 1 2 2 2 3 3 2 3 3 3 3 2 3 -50 1 2 1 2 2 2 2 3 2 2 3 2 3 2 3 40000 44 .000 -120 NA NA 2 NA NA 3 4 5 3 5 6 5 8 4 5 -110 NA NA 2 NA 3 3 4 5 3 5 5 5 5 4 5 2 NA 2 3 3 3 3 4 3 4 5 4 5 3 5 -80 2 2 NA 3 2 3 2 3 3 3 3 3 4 4 4 3 4 2 2 2 3 2 2 2 3 2 3 2 3 3 3 3 3 3 50 -120 -110 NI0I 2 1 2 2 1 2 2 2 3 2 2 2 3 3 2 3 2 NA NA NA NA 3 NA NA 3 5 3 5 4 5 6 4 6 4 NA 2 NA NA 3 NA 4 3 5 3 4 3 5 6 4 5 4 2 NA 2 NA NA 3 4 3 4 3 4 3 5 5 3 NA 3 4 3 1 2 © 2 2 3 2 2 3 3 Nam 3 3 4 4 3 3 2 1 2 2 1 2 2 2 2 2 2 3 3 3 2 3 2 3 2 NA NA NA NA NA 3 NA 4 4 5 6 N I 6 i 4 7 5 6 2 2 NA NA NA NA NA 2 NA NA NA NA 3 4 3 3 • 5 6 8 6 6 5 4 6 2 2 NA 2 NA NA 2 4 3 151 El I] • 3 • 3• tin • 4 coo lem 3 3 4 3 3 4 3 3 3 3 4 3 3 1 1 2 2 NA 2 2 1 2 2 3 2 2 2 3 3 2 .�, 2 2 2 NA NA NA NA NA NA NA 4 NA N 111111111 5 7 7 5 7 2 NA NA NA NA NA NA NA 4 N,4 4 6 . 7 6 4 4 8 6 2 NA NA 2 NA NA NA NA 3 4 - 2 2 NA 2 NA NA 3 4 3 K Em ma getss� d f,3a 5 3 5 2 2 NA 2 2 3 2 3 4 2 3 .3, 3. • 4 •3 • 4 • • 3 4 4 3 4 1 2 2 2 2 3 2 2 3 2 3 •3 • 2 3 3 2 3 3 3 3 4 3 3 NO CHANGE 7HiSSHEET 1070 TECHNOLOMPPIFs NOKOMIS, FL UM • • . p.O. BOX 1 NOKOMIB, FL ••r:. • • • • • • . °qpe a ANCHORAGE, ~� CUSTOM VIEW BI BOLD 8IIT 'WA' SELECT SIZJ=SAND MOD. NOTE5 : Ai. 1. SINGLE HUNG WINDOW e. 4 % S4 N • E1GHTFORMAT, ANCHORAGE TABLE AND NOTES. Z oae I - ,;: _ NTS _ 13 > 14 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 1I4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS FOR BELOW THE MEETING RAIL. JAMBS - 6" MAX. BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR BELOW THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 5. SASH SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED "NA° IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOT AVAILABLE FOR THE RESPECTIVE MAX. PSF. TABLE KEY: JAMB BELOW MTG. RAIL I 2 OW MTG. RAIL ,, NON - IMPACT i w 9/21/05 9/21/05 r•r 4032 -20 C Y:4iviA cr REVISED BS emptying wiHthePl d& Bidding Code Acceptance •.• 2 Espindios 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM it 1/4" j MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 3) 1 1/4" M IN. 1 3/8" MIN., 1/4" TAPCON .. .1.3/4" MIN., 1/4" CRETE -FLEX DETAIL F, (HEAD) CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) •v 3.35 KSI MIN. CONCR • .r•" r OR I.5 K SI MIN. CMU WOOD ANCHOR (SEE NOTE 2) 1 3/8" 1/4" MAX. SHIM -- -I MIN• 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. —+ SHIM • • 1/4" MAX. SHIM 1 3/8" MIN. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) WOOD FRAME .131° DIA. MIN. x 2 1/2" NAIL, AT CORNET � • • '4D 9Q • • • • • • • • • .131'DIA. I . • • x 2 1/2' NAIL, AT CORNERS MID 5461.e. •• • •• • •• • D 1, (JAM • • TYPICAL INTEGRAL FIN ANCHORAGE • • • •• NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4' SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx 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 8063 -T5 AND A MINIMUM OF 1/8" 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 TAPCONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 8. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC, CURRENT EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). INTERIOR (ALL JAMB DETAILS) EXTERIOR !1((5111111111 1111 v iiiii" • • • ;DETAIL G, (SILL) • WOOD FRAME PI H... C11 NEVEM e• pnmpl7i•g ButtlIng Cods Acceptance Ez • L *rd* Dear P.K 2/16107 Rawl Dee PIC 745R17 Rya asr. e>oac FIC 11/27/06 awn Bjr peer F.K 714/05 Rerlefenr C B N.tltla"r A ce•m•a J.J. NO CHANGE THISGHEEE SPECIFY FBC, CURRENT EDITION, NOTE 7. ADD INTEGRAL FINANCHORA UPDATE NOTES 1 & 5. ADD NOTES 88 i UPDATE CONE E EMBEDMENT DAL M 1/ 05 1070 TECNNOLOOro11IVB NOKOMIS. FL 34!76 • • P.O. sox 161. NOKOMIB, FL :3(t ANPHORAGE DETAILS es. • :AL j$4. SINGLE HUNG WINDOW, NON IMPACT C •asrtra•a• SH800 Cols NTS 1 14 of 14 I 4032-20 MIAMNDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA resery .s.trherlght to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division taut this midget 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 3t ilding Code, including the High Velocity Hurricane Zone. •••• - • • DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullion - L.M.I. •••• • • APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Alumitufati'be Clipg ml • Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L Cloak, P E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control I enewaa Stampai,M, last the Notice of Acceptance number and expiration date by the Miami -Dade County Product CQrilio1 Division. . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 and renews NOA # 04- 0528.04 and, consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com •• • •••• • • • • NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 •••• • • •••••• • • •••••• • • • • • • • • • 1 lT \\\ ,1 \ ( -, t h l / c c I I H ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS H W 1 -- h—W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) W1 ANCHORS DETAIL "8", "C" OR D" AT BOTH ENDS AND AT BOTTOMS 4' W2 4 ' W3 W W = Wi +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR N1 +H2 MULL LENGTH = W OR WI +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 MULLIONS Agla 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MA jCj4I( • OF • (Z) TWITS* 3 N APPROVED FOR T AC MULLIO S ARE OV 0 IMPACT AND NON -IMP T APPLICATIONS. • • • • • 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. • • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 • • • • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION •• ••• ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH Vabcflt HURRICANE ZONE (HVHZ). • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER :L ® TO THE STRUCTURE. Sae: ALUMINUM TUBE CLIPPED MULLION Series /Nadel. ' Seale: Sheet: *rasing No. MULLS NTS 1 ar 5 6220 • IN NV ,. ! I( • . • • • • • 10: TECHNOLOGY DRIVE • • • • • • • • • • • • • • • • OKOMIS, FL 34275 Robert L Clark, P.E. PE #39712 Structural • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • •• • • • • • • ANCHORS DETAIL B° "C" OR "0" BOTH ENDS ANCHORS DETAIL 'B'; "C" OR "D" BOTH ENDS INDU •'• W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H WO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS P.O. 50X 1529 NOKOMIS, FL 34274 QUANTITY AND LOCATION, REFER TO Raved 8y. F.K. Rend By: F.K. — brawn By: P.J.P. BeaeripUon: - MULLION 58/06 4/2 8100 Review= 530/06. -ADD NOTES 5 & 6 Mr/Wan= C —ADD TECH. REFS. W // i J 1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H 01? Hi +H2 .. MULL LENGTH = W 1" STANDARD WALL, ELEVATIONS 2 MULLION 1 ?DUCT RENEWED AeloPtence No -0 Z AG ,ice :? %]11 Rev. D / W1 W2 err ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS H W 1 -- h—W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A M3) M4) W1 ANCHORS DETAIL "8", "C" OR D" AT BOTH ENDS AND AT BOTTOMS 4' W2 4 ' W3 W W = Wi +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR N1 +H2 MULL LENGTH = W OR WI +W2 +W3 MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 MULLIONS Agla 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MA jCj4I( • OF • (Z) TWITS* 3 N APPROVED FOR T AC MULLIO S ARE OV 0 IMPACT AND NON -IMP T APPLICATIONS. • • • • • 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. • • • ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 • • • • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION •• ••• ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH Vabcflt HURRICANE ZONE (HVHZ). • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER :L ® TO THE STRUCTURE. Sae: ALUMINUM TUBE CLIPPED MULLION Series /Nadel. ' Seale: Sheet: *rasing No. MULLS NTS 1 ar 5 6220 • IN NV ,. ! I( • . • • • • • 10: TECHNOLOGY DRIVE • • • • • • • • • • • • • • • • OKOMIS, FL 34275 Robert L Clark, P.E. PE #39712 Structural • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • •• • • • • • • ANCHORS DETAIL B° "C" OR "0" BOTH ENDS ANCHORS DETAIL 'B'; "C" OR "D" BOTH ENDS INDU •'• W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H WO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS P.O. 50X 1529 NOKOMIS, FL 34274 QUANTITY AND LOCATION, REFER TO Raved 8y. F.K. Rend By: F.K. — brawn By: P.J.P. BeaeripUon: - MULLION 58/06 4/2 8100 Review= 530/06. -ADD NOTES 5 & 6 Mr/Wan= C —ADD TECH. REFS. W // i J 1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H 01? Hi +H2 .. MULL LENGTH = W 1" STANDARD WALL, ELEVATIONS 2 MULLION 1 ?DUCT RENEWED AeloPtence No -0 Z AG ,ice :? %]11 Rev. D PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION NOTES 1" MULL= :" 2 MIN. —2" OR 4" FOR 1" MULL i" -- TYPICAL MULLION TO MULLION INSTALLATION. DETAIL 'A" .,.._ 1" PGT 1 x MULLION SEE NOTES 2 & 3 1 MIN, 2 $ (TYP) 18(TYP) TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "8" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY SEE == ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 1 IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR ••• LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL— TO —CL}P • TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING • • • • (MINIMUM OF 2 SCREWS PER CLIP). • • 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND • • PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOA ®IN • CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPRO, /4 • ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. • 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ••• • • • • 1' WOOD [ BUCK i 2( + SEE NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" MIN. 2" OR 4" 2 (TYP) y p - SEE NOTE 1 WOOD BUCK • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES •• • • 10;0 TECHNOLOGY DRIVE • MOOS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" Revel 8y F.K. Revsd 8y: F.K. Drown 8y: P.J.P. 2 MIN. 50/06 Series /Nader MULLS 2" OR 4" Scale: NTS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 5/8/06 48/00 MASONRY ANCHOR, SEE NOTES 1 & 3 Revisions: D MODIFY NOTES 3 & 5 EMBED. DETAILS PRODUCT sENEORD o coaviytavrfla Os Nodal Oritliog Code Acconsace N•'' gam∎. /7/11X57[' Description: 1" STD. WALL, CLIP INSTALLATION DETAIL ale: ALUMINUM TUBE CLIPPED MULLION spa: 2 of 5 Drawing No. 6220 Rev: D PGT lx MULLION WOOD BUCK REMOVED TO CONCRETE PGT I MULLION ---- • • • • • • • • � ••• • • • G • •• • • Ro%art L lark, P.E. • PE #39712 Structural • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • 006 • • • • • • • • • • • • • • • • •• •• • • 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR ix MULL MULL SIZE 1 x2x 1/8 1 x 4 x 1/8 A' 1 11/16 3 11/16 4MA NOTES: A/2 4MAX. r LA- 0 TWO (2) ANCHOR 14 MIN.TYP• rg3 MIN. 0 3 —MIN . � 7 1 1 O FOUR (4) ANCHOR LOCATIONS B LOCATIONS •• ..• 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR • PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUAIOT(TY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON • SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSLM2E REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION, • SHOWN AS MAX. • • • • 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2a75i • 14MAX • • • • • • • • • • • • • . :• • • • Robert L Aor P.E. PE #39712 Structural (3)EQ.SP. (A -3/4)/ • • • ••." :101f TECHNOLOGY DRIVE • OKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 8 M,N . 1 LA.J 1 ONE (1) ANCHOR LOCATION 2 THREE (3) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revad By Revsd By A/2 - -gMIN, TYP. D NO CHG THIS SHT Revisions C— REVISE SPACING 5/30/06 58/06 Drain B P.J.P. Oo e: 4 28/00 Description: 1" STD. WALL, ANCHOR LOCATIONS Title: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS NTS Sheet: Of 5 3 PRODUCT RENEWED aampbRntwtikthe Acceplows RVIDPIN No :'7�AarY Drawing No. 6220 Rev: D ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOTE: 1. REFERENCE TEST REPORT FR-2902, 2903 AND 2975 4 --8 (TYP) Al • .-•-.— • • • • •• • • •• •0• . • •• • • • 1 x STD. WALL MULLS MAT'L: 6063 —T6 • •• • • • • • 2 14 • • • J0 BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ■ INDUSTRIES • ... ..� • • • • • • e • • • • •• • • 9 • • • • • •1050 TECHNOLOGY DRIVE • • , • • • • • • • •• ROM1S, FL 34275 • • Ravi L elark, P.E. • P.O. 80X 1529 PE #39712 NOKOMIS, FL 34274 Structural Rev FJ .. 12,9/06 R evsF K. 578/06 Orawn By Doe: P.J.P. 8/00 119.: ---8 (TYP) Revisions: 8 —NO CHG. THIS SHT Revisions: N HG THIS SHT Dasnlption: 1" STD. WALL, MULLION PROFILES Series /Model: Scale: Sheet MULLS 1 X 4 e' 5 ALUMINUM TUBE CLIPPED MULLION Drawing No. 6220 • • • • • • • • • • f • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • CHART 1. - 1x2x.125 QTY. & TYP ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 (2) A (2) B (1) B 129 83 70 57 41 35 30 23 20 18 50 (2) A (4) B (3) B 170 170 170 170 170 170 170 142 120 111 88 72 59 41 38 17 60 (2) A (2) B (1) B 115 73 61 49 35 30 26 20 17 15 60 (2) A (4) B (3) B 170 170 170 170 170 160 145 120 102 94 75 60 50 35 32 70 (2) A (2) B (1) B 107 67 55 44 31 27 23 17 15 70 (2) A (4) B (3) B 170 170 170 170 157 141 127 105 90 83 65 53 43 30 28 80 (2) A (2) B (1) B 104 63 52 41 29 24 21 16 80 (2) A (4) B (3) B 170 170 170 170 143 128 115 95 81 74 59 47 38 27 24 90 (2) A (2) B (1) B 103 61 50 39 27 23 19 90 (2) A (4) B (3) B 170 170 170 162 134 119 106 87 74 68 53 43 35 24 22 100 (2) A (2) B (1) B 103 61 49 38 28 22 18 100 (2) A (4) B (3) B 170 170 170 158 127 112 39 32 22 20 110 (2) A (2) B (1) B 103 61 49 38 25 21 18 110 (2) A (4) B (3) B 170 170 170 157 124 108 96 77 65 60 46 37 30 20 19 120 (2) A (2) B (1)B 103 61 49 25 20 17 120 (2) A (4) B (3) B 170 170 170 157 122 106 93 74 63 57 44 35 28 19 17 130 (2) A (2) B (1) B 103 61 49 38 25 20 17 CHART 2. - 1x4x.125 OPENING WIDTH IN INCHES 130 (2) A (4) B (3) B 170 170 170 157 122 106 92 72 61 55 42 33 27 18 16 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 160 (2) A (4) B (3) B 170 170 170 157 122 106 100 81 92 71 69 63 49 59 53 40 31 24 • 18,e _ • • • • •• • • • • .•• • • • •• •• • • • • • ••• Vertical Mull I__Opening4 Width Mull Length Horizontal Mull F Opening With Mull `Length Multiple Mulled Units \Opening Width I i Length NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • • • • • •• • • • • • • • • • • ▪ • • • •• •• • Rated L !ark. P.E. PE #39712 Structural 10 BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • •1000 TECHNOLOGY OHNE • • *OKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 5 "8/04 Remissions: - 0 CHANGES R evaF K. 5730/06 D N0 C HG THIS SHT Reread Ely F.K. O rmm By: e; P.J.P. 428/00 Dasdradon: 1" STD. WALL, PRESSURE CHARTS 1 & 2 770. ALUMINUM TUBE CLIPPED MULLION Serk+e/6todet MULLS Scale: Shoot Drawing No. NTS 5 et 5 6220 Rev ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • d